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PDMS modelling guide
14/09/2020
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INDICE
1
PDMS ADMINISTRATIVE ELEMENTS SITE AND ZONE.............................................................6
1.1
SITEs.....................................................................................................................................6
1.2
Typical contents for SITEs .....................................................................................................7
1.3
ZONEs ...................................................................................................................................8
1.4
Colour rules ...........................................................................................................................8
1.5
SITES as main filters .............................................................................................................9
1.6
Area_Limits SITE ...................................................................................................................9
1.7
NAMING general rules .........................................................................................................10
1.7.1
Naming general rules ....................................................................................................10
1.7.2
EQUI naming convention ..............................................................................................11
1.7.3
PIPE naming convention...............................................................................................11
1.7.4
PIPING SUPPORT naming convention.........................................................................11
1.7.5
PIPE RACK naming convention ....................................................................................11
1.7.6
Un-naming ....................................................................................................................11
MODELLING......................................................................................................................................12
1.8
TMPL modelling ...................................................................................................................12
1.9
STANDARD EQUIPMENT Specifications ............................................................................12
1.10 EQUIPMENT Modelling .......................................................................................................14
1.11 AIRCOOLER Modelling .......................................................................................................16
1.11.1 AIRCOOLER – EQUI specification ...............................................................................16
1.11.2 AIRCOOLER – SUBE specification ..............................................................................16
1.11.3 AIRCOOLER – combinations ........................................................................................17
1.12 HEAT EXCHANGERS Modelling .........................................................................................19
1.12.1 HEAT EXCHANGERS – EQUI specification .................................................................19
1.12.2 HEAT EXCHANGERS – SUBE specification ................................................................20
1.13 FLARE Modelling .................................................................................................................21
1.13.1 FLARE – EQUI specification .........................................................................................21
1.13.2 FLARE – SUBE specification ........................................................................................21
1.14 PUMP Modelling ..................................................................................................................22
1.14.1 PUMP – EQUI specification ..........................................................................................22
1.14.2 PUMP – SUBE specification .........................................................................................23
1.15 SKID Modelling ....................................................................................................................24
1.15.1 SKID – EQUI specification ............................................................................................24
1.15.2 SKID – SUBE specification ...........................................................................................24
1.16 TANK Modelling ...................................................................................................................26
1.16.1 TANK – EQUI specification ...........................................................................................26
1.16.2 TANK – SUBE specification ..........................................................................................26
1.17 TRAP Modelling ...................................................................................................................28
1.17.1 TRAP – EQUI specification ...........................................................................................28
1.17.2 TRAP – SUBE specification ..........................................................................................28
1.17.3 TRAP – combinations ...................................................................................................29
1.18 TRUCK LOADING Modelling ...............................................................................................30
1.18.1 TRUCK LOADING – EQUI specification .......................................................................30
1.19 VESSEL Modelling ..............................................................................................................31
1.19.1 VESSEL – EQUI specification.......................................................................................31
1.19.2 VESSEL – SUBE specification......................................................................................32
1.20 SUPPORT Modelling ...........................................................................................................35
1.20.1 SUPPORT Modelling – Philosophy ...............................................................................35
1.20.2 Advices on SUPPORT modelling ..................................................................................36
1.20.3 SUPPORT naming........................................................................................................37
1.20.4 SUPPORT – EQUI specification ...................................................................................38
1.20.5 SUPPORT – SUBE specification ..................................................................................52
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1.21 STRUCTURE Modelling ......................................................................................................53
1.21.1 STRUCTURE – EQUI specification ..............................................................................53
1.21.2 STRUCTURE – SUBE specification..............................................................................54
1.21.3 STRUCTURE – combinations .......................................................................................55
1.22 PIPE RACK Modelling .........................................................................................................57
1.22.1 PIPE RACK – EQUI specification .................................................................................57
1.22.2 PIPE RACK – SUBE specification ................................................................................60
1.22.3 PIPE RACK – combinations ..........................................................................................68
1.23 SHELTER/SUNSHADE Modelling .......................................................................................69
1.23.1 SHELTER/SUNSHADE – EQUI specification ...............................................................69
1.23.2 SHELTER/SUNSHADE – SUBE specification ..............................................................71
1.23.3 SHELTER/SUNSHADE – combinations ........................................................................73
1.24 GANTRY CRANE Modelling ................................................................................................74
1.24.1 GANTRY CRANE – EQUI specification ........................................................................74
1.25 WALKWAY & PLATFORM Modelling ...................................................................................75
1.25.1 WALKWAY & PLATFORM Modelling – Philosophy ......................................................75
1.25.2 WALKWAY & PLATFORM – EQUI specification ...........................................................77
1.25.3 WALKWAY & PLATFORM – SUBE specification ..........................................................99
1.25.4 WALKWAY & PLATFORM – combinations ................................................................. 103
1.26 TANK STAIR Modelling ..................................................................................................... 104
1.26.1 TANK STAIR – EQUI specification ............................................................................. 104
1.26.2 TANK STAIR / FIXED ROOF – SUBE specification .................................................... 107
1.26.3 TANK STAIR / FLOATING ROOF – combinations ...................................................... 109
1.27 VESSEL PLATFORM Modelling ........................................................................................ 111
1.27.1 VESSEL PLATFORM – EQUI specification ................................................................ 111
1.28 COLUMN CIRCULAR PLATFORM Modelling .................................................................... 113
1.28.1 COLUMN CIRCULAR PLATFORM – EQUI specification ............................................ 113
1.28.2 COLUMN CIRCULAR PLATFORM – SUBE specification ........................................... 113
1.28.3 COLUMN CIRCULAR PLATFORM – combinations .................................................... 114
1.29 TOWER STAIR Modelling .................................................................................................. 116
1.29.1 TOWER STAIR – EQUI specification .......................................................................... 116
1.29.2 TOWER STAIR – SUBE specification ......................................................................... 118
1.30 FOUNDATION Modelling ................................................................................................... 119
1.30.1 FOUNDATION – EQUI specification ........................................................................... 119
1.30.2 FOUNDATION – SUBE specification .......................................................................... 120
1.31 ROAD modelling ................................................................................................................ 125
1.31.1 ROAD – EQUI specification ........................................................................................ 125
1.32 BOUNDARY Modelling ...................................................................................................... 129
1.32.1 BOUNDARY – EQUI specification .............................................................................. 129
1.32.2 BOUNDARY – SUBE specification ............................................................................. 132
1.32.3 BOUNDARY – combinations ...................................................................................... 132
1.33 DYKE Modelling................................................................................................................. 133
1.33.1 DYKE – EQUI specification ......................................................................................... 133
1.33.2 DYKE – SUBE specification ........................................................................................ 133
1.34 PAVED AREA Modelling .................................................................................................... 134
1.34.1 PAVED AREA – EQUI specification ............................................................................ 134
1.34.2 PAVED AREA – SUBE specification ........................................................................... 134
1.34.3 PAVED AREA – combinations .................................................................................... 135
1.35 PIT Modelling ..................................................................................................................... 136
1.35.1 PIT Modelling – Philosophy ........................................................................................ 136
1.35.2 PIT – EQUI specification ............................................................................................. 136
1.35.3 PIT – SUBE specification ............................................................................................ 137
1.35.4 PIT – combinations ..................................................................................................... 139
1.36 STORM DRAINAGE Modelling .......................................................................................... 140
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1.36.1 STORM DRAINAGE – EQUI specification .................................................................. 140
1.36.2 STORM DRAINAGE – combinations .......................................................................... 141
1.37 CULVERT Modelling .......................................................................................................... 142
1.37.1 CULVERT – EQUI specification .................................................................................. 142
1.37.2 CULVERT – SUBE specification ................................................................................. 144
1.37.3 CULVERT – combinations .......................................................................................... 144
1.38 ELE&ICT Modelling ........................................................................................................... 145
1.38.1 ELE&ICT – EQUI specification.................................................................................... 145
1.38.2 ELE&ICT – SUBE specification................................................................................... 147
1.39 HSE Modelling ................................................................................................................... 153
1.39.1 HSE – EQUI specification ........................................................................................... 153
1.39.2 HSE / Escape Route – combinations .......................................................................... 155
1.40 MISCELLANIA Modelling ................................................................................................... 156
1.40.1 MISCELLANIA – EQUI specification ........................................................................... 156
1.40.2 MISCELLANIA – SUBE specification .......................................................................... 160
1.41 Piping Assemblies ............................................................................................................. 161
2 REPORTING ............................................................................................................................ 162
2.1
PPN reporting .................................................................................................................... 162
2.1.1
Piping MTO................................................................................................................. 162
2.1.2
Piping Insulation MTO ................................................................................................ 163
2.1.3
Piping Painting MTO ................................................................................................... 164
2.1.4
Weld report ................................................................................................................. 165
2.1.5
Piping Support List...................................................................................................... 166
2.1.6
Piping Support MTO ................................................................................................... 168
2.2
CIV reporting ..................................................................................................................... 169
2.2.1
Structures MTO .......................................................................................................... 169
2.2.2
Advanced Walkway/Platform list ................................................................................. 170
2.2.3
Advanced Walkway/Platform MTO ............................................................................. 172
2.2.4
Excavation computation .............................................................................................. 173
2.2.5
Oily Water / Fire Water Pits report .............................................................................. 175
2.2.6
Storm Water Pits report .............................................................................................. 177
2.3
ELE / ICT reporting ............................................................................................................ 179
2.3.1
Cable Tray MTO ......................................................................................................... 179
3 BASIC TOOLS AND MACROS ................................................................................................. 180
3.1
PPN macros ...................................................................................................................... 180
3.1.1
Branch rename ........................................................................................................... 180
3.1.2
Piping supports rename .............................................................................................. 181
3.1.3
Simple rests creation .................................................................................................. 182
3.1.4
Dyke wall crossing creation ........................................................................................ 183
3.1.5
Advanced AG/UG branch cut ...................................................................................... 184
3.1.6
Reinforcing Pad calculation ........................................................................................ 185
3.1.7
Piping supports elevation check.................................................................................. 186
3.1.8
Piping supports overlapping check ............................................................................. 186
3.1.9
Supports weight calculation ........................................................................................ 186
3.2
CIV macros ........................................................................................................................ 187
3.2.1
Pits rename ................................................................................................................ 187
3.2.2
Storm Water Pits rename............................................................................................ 187
3.2.3
Walkway/Platform rename .......................................................................................... 187
3.2.4
Ground holes for Culverts ........................................................................................... 188
3.2.5
Ground holes for Ditches ............................................................................................ 189
3.2.6
Ground holes for Pits .................................................................................................. 189
3.2.7
Ground holes for Paved Areas .................................................................................... 190
3.2.8
Ground Holes – Total.................................................................................................. 190
3.2.9
Grating Penetration holes ........................................................................................... 191
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3.2.10 Road Kerb automatic cut ............................................................................................ 192
3.2.11 Walkway/Platform UNLOCK ....................................................................................... 193
3.3
General macros ................................................................................................................. 194
3.3.1
TMPL alignment.......................................................................................................... 194
3.4
DRAFT macros .................................................................................................................. 195
3.4.1
General Arrangements creation .................................................................................. 195
3.4.2
Flow arrows ................................................................................................................ 195
3.4.3
Slope Symbols ............................................................................................................ 195
4 ADVANCED TOOLS ................................................................................................................. 195
4.1
Piping Isometric extraction and processing ........................................................................ 195
4.2
Pipes vertical Loads on supports and pipe racks ............................................................... 195
4.3
PIPE explode ..................................................................................................................... 196
4.4
EQUI explode .................................................................................................................... 197
4.5
TMPL explode ................................................................................................................... 198
4.6
EXPORT TO AUTOPIPE / CAESAR.................................................................................. 198
4.7
EXPORT TO DIALUX ........................................................................................................ 198
4.8
EXPORT TO NAVISWORKS ............................................................................................. 198
4.8.1
Geometry export ......................................................................................................... 199
4.8.2
Attribute export ........................................................................................................... 199
5 PUMA – PDMS-link................................................................................................................... 199
5.1
PDMS-link scripts .............................................................................................................. 199
5.2
PDMS-link additional scripts .............................................................................................. 199
5.3
PUMA Piping MTO scripts ................................................................................................ 203
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1 PDMS ADMINISTRATIVE ELEMENTS SITE AND ZONE
PDMS Design database is structured in a very simple and logical form. The database is hierarchical,
a tree like structure, as illustrated below.
Before you can create any Equipment, Pipes, Structure, etc. we need to create a SITE and a ZONE.
These two elements are a way of grouping items in specific areas to allow greater control of the
model
1.1 SITEs
Administrative element SITE is a top level of PDMS hierarchy. SITEs are created by PDMS
Administrator. General user cannot create SITEs.
SITEs subdivision is related with SITEs contents and with automatic documents extraction and
reporting from the model.
Typical PDMS sites required for modelling in each unit are:
•
PIPING
•
EQUIPMENT
•
CIVIL
•
BUILDING
•
STRUCTURE
•
STAIRS&LADDERS
•
SUPPORT
•
INSTRUMENT
•
ELECTRIC
•
GROUND
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Same purpose SITEs are created for ‘out of scope’ facilities:
•
OOS/PIPING
•
OOS/EQUIPMENT
•
OOS/CIVIL
•
OOS/BUILDING
•
OOS/STRUCTURE
•
OOS/STAIRS&LADDERS
•
OOS/SUPPORT
•
OOS/INSTRUMENT
•
OOS/ELECTRIC
1.2 Typical contents for SITEs
PIPING
•
All pipes
EQUIPMENT
•
Process equipment (including foundation)
CIVIL
•
Roads
•
Paved areas
•
Fencing and gates
•
Sewage and rainwater pits
•
Dikes
•
Dike walls
•
Culverts
•
Package foundations
BUILDING
•
All buildings
STRUCTURE
•
General steel structures (including foundation)
•
Pipe racks (including foundation)
•
Shelters (including foundation)
STAIRS&LADDERS
•
Walkways (including foundation)
•
Stairs (including foundation)
•
Ladders
•
Vessel platforms
•
Tank stairs and platforms
•
Structure platforms
SUPPORT
•
Standard pipe supports (including foundation)
•
Special pipe supports (including foundation)
•
Pipe sleepers
INSTRUMENT
•
Cable trays
•
Tray supports (including foundation)
•
Cable trenches
•
Junction boxes
•
Control panels
•
Instrumentation pits
ELECTRIC
•
Cable trays
•
Tray supports (including foundation)
•
Cable trenches
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•
Lightings
•
Electric pits
GROUND
•
Main ground panel
1.3 ZONEs
There is no particular restriction on ZONE creation and naming.
General rule is to try to reflect on the model the subdivision suggested by process documents.
For example, a typical subdivision for PIPING site is to have a ZONE for each service.
Concerning zone naming, it’s good practice to use a prefix to reflects SITE purpose.
A zone subdivision suggestion is provided with model setup. User can delete unneeded zone an
create new ones.
1.4 Colour rules
Also colour rules inside PDMS are set to make site subdivision evident. An EQUI belonging to
/EQUIPMENT site is coloured green. The same EQUI under /SUPPORT site will appear red, yellow, if
under /STAIRS&LADDERS site and so on.
Similar colour rules are used when exporting to Navisworks but they are more complex.
PDMS can give colours only to main items, so un EQUI is whole red or whole green.
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Naviworks can instead colour single member of main items. For example roads are whole black in
PDMS while in Navisworks they use three different colours.
1.5 SITES as main filters
Site subdivision is critical for report extraction and macros loading.
If, for example, we need to extract ‘Support List’, dedicated report collect all supports owned by
/SUPPORT site. All supports outside this site are ignored.
In a similar way, if Piping MTO is needed, all pipes to be considered must be owned by /PIPING site.
The ones that have to be ignored can be inserted in /OOS/PIPING (out of scope).
Sites act as main filters.
1.6
Area_Limits SITE
‘Area Limits’ is a site aimed to give a 3 dimensional representation of
Piping key plan and Civil key plan.
Each Piping or Civil area object is modelled with a panel owned by a
structure with area name.
Civil areas have different name prefix from Piping areas.
Areas subdivision is not included in the model for only graphical purpose. It
is instead used to automatically compile Area attribute on EQUI and other
elements, during reports extraction.
Any manual compilation of the attribute is at high risk of mistake and it
must be avoided as much as possible.
Underground_Areas ZONE shows boundaries for limited areas where BRANCH members or EQUI,
even if they have elevation lower than plant zero, are not buried.
This is necessary during ‘loads on supports’ calculation and to get correct dotted line representation in
Draft.
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1.7 NAMING general rules
In PDMS any element may be given a name. The name always starts with a '/'. At the user level, it is
this name that is typically used to identify an element. Names may of course be changed, thus there
is no guarantee that the element named '/FRED' today is the same as the element named '/FRED'
yesterday. Names must be unique within a project.
An element need not have a name. For these elements PDMS creates a constructed name,
consisting of the relative position in the hierarchy up to the first named element.
e.g. BOX 2 OF SUB-EQUIPMENT 1 OF /VESS1
Whilst the constructed name can be used to identify elements, its use is even more volatile than
named elements, since the order of an element in a member's list may change.
Names enable you to identify elements and to produce meaningful reports from the database.
1.7.1 Naming general rules
• PDMS database is key sensitive. Uppercase characters should be used.
• PDMS doesn’t allow use of spaces in names. ‘_’ character must be use.
• All descriptive names must use English language. Italian is not allowed.
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1.7.2 EQUI naming convention
Equipment must obviously be named in accordance with Process documentation.
Nozzles must be named as well with equipment name, a suffix ‘/N’ and a progressive number.
If a datasheet is available nozzle numbering must be in accordance with it.
1.7.3 PIPE naming convention
Also PIPE must obviously be named in accordance with Process documentation.
Branches must be named as well with pipe name, a suffix ‘/B’ and a progressive number.
Main header is expected to be first branch.
1.7.4 PIPING SUPPORT naming convention
Piping supports are named with a 2 digit prefix and a 3 or 4 digit progressive number.
Typical prefix are:
• PS (Piping Support) for Standard Piping supports;
• SS (Steel Structure) for no standard supports, dimensioned and detailed by Civil department;
• SL (Sleeper) for sleepers;
• PR (Pipe Rack) for pipe rack alignments.
For more details, see ‘SUPPORT Modelling’.
1.7.5 PIPE RACK naming convention
Pipe rack elements must be named in accordance with Pipe Rack General Layout drawing.
In below example letters are assigned to grid vertical alignments and numbers to horizontal ones.
Each pipe rack in PDMS must be named with a combination of these letters and numbers to clearly
identify it’s position. Lateral alignments must be named as well if they are supporting pipes.
For more details, see ‘PIPE RACK Modelling’.
1.7.6 Un-naming
A named object can be un-named, if name is no more in need.
If we ask for name on un-named element
e.g. BOX 2 OF SUBEQUIPMENT 1 OF /VESS1
this doesn’t mean its name is ‘2’.
Renaming named object with a progressive number is not removing name.
The correct way to remove name is to use Un-name command in Rename form.
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MODELLING
1.8 TMPL modelling
PDMS design module is offering dedicated application for specific items modelling.
Main ones are:
• Equipment, focused on equipment modelling and producing database elements like EQUI, SUBE,
PRIMITIVES in general;
• Pipework, focused on piping modelling and producing database elements like PIPE, BRAN,
BRANCH MEM in general;
• Structure, focused on piping modelling and producing database elements like STRU, FRMW,
SBFR, SCTN, GENSEC, PANE
• Cable Trays, focused on cable trays modelling and producing database elements PIPE, BRAN,
BRANCH MEM in general.
A ‘correct’ use of PDMS needs the use of each of these modules depending on design element user
needs to create or modify.
Enereco modeller should instead use unorthodox way of modelling.
Piping design activity will be acted in common way. PDMS guide remain the reference manual.
Same is for Cable tray module.
All the other elements should be instead designed with the use of design templates.
A design template (TMPL) is a set of design primitives, panels and nozzles that may be grouped
together and then referenced from within another part of the design database as though it were a
single item.
This feature is included in Equipment module.
Creation of EQUI can be performed in basic way or advanced way.
Following Basic way, user have to create an empty Equipment element, where to add different
primitives to build up the graphical representation for the Equipment item.
In the Advanced way user can access to Standard Equipment creation, this takes him through a
series of step allowing him to build up a parameterised equipment based on a specification of
standard equipment types. Standard Equipment is built on TMPL structure, all primitives are created
automatically following strong rules depending on TMPL properties.
Editing of TMPL is not acted modifying its design elements but editing its properties.
Benefits of using advanced way are:
• Faster creation;
• Faster modification;
• Full control.
A set of TMPL have been provided to give user the possibility to model all common elements in
intelligent way.
The only application necessary for standard modelling are then Pipework, Equipment and Cable
Trays.
Structure application with all its sub-application (Beams & Columns, Panel & Plates, ASL Modeller) is
no more in need. Its use should be limited to few special elements.
Modeller should avoid as much as possible ‘free form’ design.
1.9 STANDARD EQUIPMENT Specifications
The Standard Equipment can be accessed by selecting the Create > Standard Equipment option on
the menu bar.
Standard equipment may be selected from a Specification or from a Selection Table as configured in
the Equipment catalogue. Only ‘Selection from Specification’ option will be used.
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When equipment is selected from a Specification, a question-and-answer sequence is used to
navigate down through the selection hierarchy until a unique design item is specified.
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1.10 EQUIPMENT Modelling
Specification structure for EQUI elements
Air Cooler
Air Fan Cooler
Forced Air Fan Cooler
Forced Air Fan Cooler ( 2 Fan )
Forced Air Fan Cooler ( 3 Fan )
Supporting Structure Max2x5
Induced Air Fan Cooler
Induced Air Fan Cooler ( 2 Fan )
Induced Air Fan Cooler ( 3 Fan )
Supporting Structure Max2x5
Compressor
Horizontal Compressor
Vertical Inlet / Vertical Outlet
Heat Exchanger
Shell & Tube Heat Exchanger
Horizontal
Dished One End
Dished One End
Dished Both Ends
Dished Both Ends
Flanged Both Ends
Flanged Both Ends
Dished One End with Nozzles
Dished One End with Nozzles
Dished Both Ends with Nozzles
Dished Both Ends with Nozzles
Dished One End
Dished One End
Flanged Both Ends
Flanged Both Ends
Mounted Centrifugal Pumps
Centre line Inlet / Vertical Outlet
Shell & Tube Heat Exchanger
Vertical
Flare
Flare001
Pump
Centrifugal Pumps
Centre line Inlet / Tangential Outlet
Horizontal Lateral Inlet / Vertical Outlet
In-Line Pumps
Skid
In-Line Horizontal
Horizontal in Line
In-Line Vertical
Vertical in Line
Bottles Skid
General Skid Frame
Tank
Large Storage Tank
Conical Top Tank
Floating Roof Tank
Dished Top Tank
Trap
Eccentric
Trap001
Concentric
Trap002
Handling System
Pig Handling Crane
Pig Trolley for Trap
Pig Trolley for Launching Trap
Pig Trolley for Receiving Trap
Truck Loading
Truck Loading Arm
Folding Stair
Vessel
Horizontal Vessel
Vertical Vessel
Storage Vessel with Dished Ends
Dished both ends
Storage Vessel One End Dished &
Flanged
Storage Vessel Coned One End
Flanged one end
Reboiler With Horizontal Tube Bundle
Reboiler
Storage Vessel with Dished Top &
Bottom
Storage Vessel with Flanged Top
Dished Top and Bottom
Coned one end
Flanged Flat Top and Dished Bottom
Flanged Dished Top and Dished Bottom
Storage Hoppers
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Flat Top and Coned Bottom
Tower Storage Vessel
Twin Diameter ( Small Top and Large Bottom )
Twin Diameter ( Large Top and Small Bottom )
Davit Arm
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Davit
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1.11 AIRCOOLER Modelling
1.11.1 AIRCOOLER – EQUI specification
‘Aircooler’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Air Fan Cooler
Forced Air Fan Cooler
Forced Air Fan Cooler ( 2 Fan )
Forced Air Fan Cooler ( 3 Fan )
Supporting Structure Max2x5
Induced Air Fan Cooler
Induced Air Fan Cooler ( 2 Fan )
Induced Air Fan Cooler ( 3 Fan )
Supporting Structure Max2x5
AIRCOOLER / EQUI elements
Air Fan Cooler
Forced Air Fan Cooler
Forced Air Fan Cooler ( 2 Fan )
Air Fan Cooler
Forced Air Fan Cooler
Forced Air Fan Cooler ( 3 Fan )
Air Fan Cooler
Forced Air Fan Cooler
Supporting Structure Max2x5
Air Fan Cooler
Induced Air Fan Cooler
Induced Air Fan Cooler ( 2 Fan )
Air Fan Cooler
Induced Air Fan Cooler
Induced Air Fan Cooler ( 3 Fan )
Air Fan Cooler
Induced Air Fan Cooler
Supporting Structure Max2x5
1.11.2 AIRCOOLER – SUBE specification
Specification structure for SUBE elements
Forced Air Fan Cooler ( 2 Fan )
Tube Bundle
Tube Bundle
Hide
Motor
Motor
Hide
Forced Air Fan Cooler ( 3 Fan )
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Tube Bundle
Tube Bundle
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Hide
Motor
Motor
Hide
Induced Air Fan Cooler ( 2 Fan )
Tube Bundle
Tube Bundle
Hide
Motor
Motor
Hide
Induced Air Fan Cooler ( 3 Fan )
Tube Bundle
Tube Bundle
Hide
Motor
Motor
Hide
Supporting Structure Max2x5
Basement
Splitted
Unique
No Foundation
Bracing - Front
No Bracing
Front Bracing A(1)
Bracing - Side
No Bracing
Side Bracing A(1)
Header Access
No Header Access
Header Access
1.11.3 AIRCOOLER – combinations
Forced Air Fan Cooler ( 2 Fan )
Tube Bundle
Hide
Motor
Hide
+
Supporting Structure Max2x5
Basement
Splitted
Bracing - Front
Front Bracing A(1)
Bracing - Side
Side Bracing A(1)
Header Access
No Header Access
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Forced Air Fan Cooler ( 3 Fan )
Tube Bundle
Tube Bundle
Motor
Motor
+
Supporting Structure Max2x5
Basement
Splitted
Bracing - Front
Front Bracing A(1)
Bracing - Side
Side Bracing A(1)
Header Access
Header Access
Induced Air Fan Cooler ( 2 Fan )
Tube Bundle
Tube Bundle
Motor
Motor
+
Supporting Structure Max2x5
Basement
No Foundation
Bracing - Front
No Bracing
Bracing - Side
No Bracing
Header Access
No Header Access
Induced Air Fan Cooler ( 3 Fan )
Tube Bundle
Tube Bundle
Motor
Motor
+
Supporting Structure Max2x5
Basement
Unique
Bracing - Front
Front Bracing A(1)
Bracing - Side
Side Bracing A(1)
Header Access
Header Access
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1.12 HEAT EXCHANGERS Modelling
1.12.1 HEAT EXCHANGERS – EQUI specification
‘Heat Exchangers’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Shell & Tube Heat Exchanger
Horizontal
Shell & Tube Heat Exchanger
Vertical
Dished One End
Dished One End
Dished Both Ends
Dished Both Ends
Flanged Both Ends
Flanged Both Ends
Dished One End with Nozzles
Dished One End with Nozzles
Dished Both Ends with Nozzles
Dished Both Ends with Nozzles
Dished One End
Dished One End
Flanged Both Ends
Flanged Both Ends
HEAT EXCHANGERS / EQUI elements
Shell & Tube Heat Exchanger
Horizontal
Dished One End
Shell & Tube Heat Exchanger
Horizontal
Dished Both Ends
Shell & Tube Heat Exchanger
Horizontal
Flanged Both Ends
Shell & Tube Heat Exchanger
Horizontal
Dished One End with Nozzles
Shell & Tube Heat Exchanger
Horizontal
Dished Both Ends with Nozzles
Shell & Tube Heat Exchanger
Vertical
Dished One End
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Shell & Tube Heat Exchanger
Vertical
Flanged Both Ends
1.12.2 HEAT EXCHANGERS – SUBE specification
Specification structure for SUBE elements
Shell & Tube Heat Exchanger / Horizontal / Dished One End
Shell & Tube Heat Exchanger / Horizontal / Dished Both Ends
Shell & Tube Heat Exchanger / Horizontal / Flanged Both Ends
Shell & Tube Heat Exchanger / Horizontal / Dished One End with Nozzles
Shell & Tube Heat Exchanger / Horizontal / Dished Both Ends with Nozzles
Exchanger Support
No Supports
Horizontal Exchanger Feet
SUBE elements
Exchanger Support
Horizontal Exchanger Feet
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Exchanger Support
No Supports
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1.13 FLARE Modelling
1.13.1 FLARE – EQUI specification
‘Flare’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Flare
Flare001
FLARE / EQUI elements
Flare001
1.13.2 FLARE – SUBE specification
Specification structure for SUBE elements
Flare001
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Basement
Foundation
Guy Cable
Guy Cable
Pilot
Pilot001
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1.14 PUMP Modelling
1.14.1 PUMP – EQUI specification
‘Pump’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Centrifugal Pumps
Mounted Centrifugal Pumps
Centre line Inlet / Vertical Outlet
Centre line Inlet / Tangential Outlet
Horizontal Lateral Inlet / Vertical Outlet
In-Line Pumps
In-Line Horizontal
Horizontal in Line
In-Line Vertical
Vertical in Line
PUMP / EQUI elements
Centrifugal Pumps
Mounted Centrifugal Pumps
Centre line Inlet / Vertical Outlet
Centrifugal Pumps
Mounted Centrifugal Pumps
Centre line Inlet / Tangential Outlet
In-Line Pumps
In-Line Horizontal
Horizontal in Line
In-Line Vertical n-Line Pumps
In-Line Vertical
Vertical in Line
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Centrifugal Pumps
Mounted Centrifugal Pumps
Horizontal Lateral Inlet / Vertical Outlet
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1.14.2 PUMP – SUBE specification
Specification structure for SUBE elements
Centrifugal Pumps / Centre line Inlet / Vertical Outlet
Centrifugal Pumps / Centre line Inlet / Tangential Outlet
Centrifugal Pumps / Horizontal Lateral Inlet / Vertical Outlet
In-Line Horizontal / Horizontal in Line
Basement
Foundation
No Foundation
SUBE elements
Basement
Foundation
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Basement
No Foundation
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1.15 SKID Modelling
1.15.1 SKID – EQUI specification
‘Skid’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Skid
Bottles Skid
General Skid Frame
SKID / EQUI elements
Bottles Skid
General Skid Frame
1.15.2 SKID – SUBE specification
Specification structure for SUBE elements
General Skid
Secondary Sections
Section
None
Equipment YES / NO
Equipment
None
Basement
Foundation
None
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SUBE elements
Secondary Sections
Section
Equipment YES / NO
Equipment
Basement
Foundation
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1.16 TANK Modelling
1.16.1 TANK – EQUI specification
‘Tank’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Large Storage Tank
Conical Top Tank
Floating Roof Tank
Dished Top Tank
TANK / EQUI elements
Large Storage Tank
Conical Top Tank
Large Storage Tank
Floating Roof Tank
Large Storage Tank
Dished Top Tank
1.16.2 TANK – SUBE specification
Specification structure for SUBE elements
Conical Top Tank
Floating Roof Tank
Dished Top Tank
Tank Support
Circular-Base
Square-Base
Hexagonal-Base
Octagonal-Base
Ring-Base with piles
No Supports
Conical Top Tank
Insulation
Not Insulated
1in Thk
1.1/2in Thk
2in Thk
2.1/2in Thk
3in Thk
3.1/2in Thk
4in Thk
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SUBE elements
Insulation
3in Thk
Tank Support
Circular-Base
Tank Support
Square-Base
Tank Support
Hexagonal-Base
Tank Support
Octagonal-Base
Tank Support
Ring-Base with piles
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1.17 TRAP Modelling
1.17.1 TRAP – EQUI specification
‘Trap’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Eccentric
Trap001
Concentric
Trap002
Handling System
Pig Handling Crane
Pig Trolley for Trap
Pig Trolley for Launching Trap
Pig Trolley for Receiving Trap
TRAP / EQUI elements
Eccentric
Trap001
Concentric
Trap002
Handling System
Pig Handling Crane
Handling System
Pig Trolley for Trap
Handling System
Pig Trolley for Launching Trap
Handling System
Pig Trolley for Receiving Trap
1.17.2 TRAP – SUBE specification
Specification structure for SUBE elements
Trap001
Trap002
Pig Handling Crane
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Support
Support001
Basement
Foundation
Loading Door
Loading Door
Basement
Foundation
Hook
Hook
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1.17.3 TRAP – combinations
Eccentric
Trap001
+
Handling System
Pig Trolley for Launching Trap
+
Handling System
Pig Handling Crane
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1.18 TRUCK LOADING Modelling
1.18.1 TRUCK LOADING – EQUI specification
‘Truck Loading’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Truck Loading
Truck Loading Arm
Folding Stair
TRUCK LOADING / EQUI elements
Truck Loading Arm
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Folding Stair
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1.19 VESSEL Modelling
1.19.1 VESSEL – EQUI specification
‘Vessel’ specification is part of ‘Standard Equipment’ specification.
Specification structure for EQUI elements
Horizontal Vessel
Vertical Vessel
Storage Vessel with Dished Ends
Dished both ends
Storage Vessel One End Dished & Flanged
Flanged one end
Storage Vessel Coned One End
Coned one end
Reboiler With Horizontal Tube Bundle
Reboiler
Storage Vessel with Dished Top & Bottom
Dished Top and Bottom
Storage Vessel with Flanged Top
Flanged Flat Top and Dished Bottom
Flanged Dished Top and Dished Bottom
Storage Hoppers
Dished Top and Coned Bottom
Flat Top and Coned Bottom
Tower Storage Vessel
Twin Diameter ( Small Top and Large Bottom )
Twin Diameter ( Large Top and Small Bottom )
Davit Arm
Davit
VESSEL / EQUI elements
Horizontal Vessel
Storage Vessel with Dished Ends
Dished both ends
Horizontal Vessel
Storage Vessel One End Dished & Flanged
Flanged one end
Horizontal Vessel
Storage Vessel Coned One End
Coned one end
Horizontal Vessel
Reboiler With Horizontal Tube Bundle
Reboiler
Vertical Vessel
Storage Vessel with Dished Top & Bottom
Dished Top and Bottom
Vertical Vessel
Storage Vessel with Flanged Top
Flanged Flat Top and Dished Bottom
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Vertical Vessel
Storage Vessel with Flanged Top
Flanged Dished Top and Dished Bottom
Vertical Vessel
Storage Hoppers
Dished Top and Coned Bottom
Vertical Vessel
Storage Hoppers
Flat Top and Coned Bottom
Vertical Vessel
Tower Storage Vessel
Twin Diameter ( Small Top and Large Bottom )
Vertical Vessel
Tower Storage Vessel
Twin Diameter ( Large Top and Small Bottom )
Vertical Vessel
Davit Arm
Davit
1.19.2 VESSEL – SUBE specification
Specification structure for SUBE elements
Horizontal Vessel
Vessel Support
No Supports
Feet
Reflux Drum
None
Reflux Drum
Vertical Vessel
Vessel Support
No Supports
3 Square
4 Square
3 Pipe
4 Pipe
2 Lugs
3 Lugs
4 Lugs
Skirt
Flared Skirt
Support ring
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SUBE elements
Horizontal Vessel
Vessel Support
Feet
Horizontal Vessel
Reflux Drum
Reflux Drum
Vertical Vessel
Vessel Support
3 Square
Vertical Vessel
Vessel Support
4 Square
Vertical Vessel
Vessel Support
3 Pipe
Vertical Vessel
Vessel Support
4 Pipe
Vertical Vessel
Vessel Support
2 Lugs
Vertical Vessel
Vessel Support
3 Lugs
Vertical Vessel
Vessel Support
4 Lugs
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Skirt
Vertical Vessel
Vessel Support
Flared Skirt
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Vertical Vessel
Vessel Support
Support ring
Vertical Vessel / Tower Storage Vessel / Twin
Diameter ( Small Top and Large Bottom )
Davit
Davit
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1.20 SUPPORT Modelling
1.20.1 SUPPORT Modelling – Philosophy
As explained in ‘TMPL modelling’, structural supports are modelled as Standard Equipment.
Minor supports like guides, shoes ad line stops are modelled as ATTA.
A dedicated specification for ‘Standard Support Equipment’ has been created.
Support Specifications is split in three main sections:
1. Piping Standard Support section includes all supports
detailed in Enereco Piping Standard EST-PPN-DW-000001
2. Civil Support section is aimed for structural support
with geometry not covered by Enereco Piping Standard
or support with similar geometry but exceeding
dimensions or load limits of Standard
3. Cable Tray Support section include supports for cable
trays
Piping Support templates are more powerful
objects compared with other templates.
These supports are drawn and codec
according with Enereco Piping Standard
EST-PPN-DW-000-001.
Each template reflects every part of the
standard in terms of:
1. Description and code
2. Type and sub-type
3. Dimensions and dimensions limits
4. Materials
5. Maximum load
The graphic aspect is a minor part of a very strong tool for supports drawing, managing and reporting.
Complex documents like ‘Piping Support List’ and ‘Piping Support MTO’ are automatically extracted
from the model with a minimum of effort. This is possible because every modelled EQUI support can
interact with above supported pipes and additional connected ATTA support. All the associations
needed are made by the system without any manual input. No need to use ‘logical’ supports.
This interaction is also used in model translation for Stress Analysis software. Supports generates
nodes on pipes that are translated as ‘vertical stop’ in Stress Analysis software. All the support nodes
keep the name of original supports. This way Stress department can easily track all supports and give
extra loads to Civil department.
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Supports Template are also used to calculate all the loads generated by pipes and to verify if the
placed Type is compatible with applied load.
1.20.2 Advices on SUPPORT modelling
Few recommendations:
1. All piping supports must be included in /SUPPORT site, if they have to be considered in Piping
Support List and Piping Support MTO. Any support in any other site is ignored.
Supports that only have a graphic function or supports that are out of scope can be included in
/OOS/SUPPORT site.
Cable tray supports are usually included in /ELECTRICAL site.
2. EQUI supports must not be corrupted in any way. It’s not allowed to delete part of them or add
extra elements to create no standard supports. Any geometry alteration operated outside
‘Modify Properties’ form will made the support meaningless.
3. Foundations are included as sub-equipment in ‘Support on Concrete’ and ‘Civil Support’
templates. They are very useful for instant check of clashes. Should not be ignored.
Foundations are already dimensioned for maximum load. They must not be edited without
consulting Civil Department. To reduce them to avoid clashes is for sure not correct.
4. All EQUI supports that include foundation must be placed with position up equal 0, or whatever
is the up position of the plant.
5. On paved area, for small supports and small loads, foundations can be suppressed. It is
necessary to ask Civil Department for confirmation.
Also in this situation up position must be equal 0. If, for example, paved area has +200
elevation, properties of support must be edited to have ‘Top of Concrete’ attribute equal +200.
6. General Foundation TMPL can’t be used instead of Sleeper TMPL. Even if they appear
similar, they behave in a complete different way.
7. Civil Supports should be used only as absolutely necessary.
Modelling a T-stanchion 1m tall with Civil Support template is not correct. A dedicated Piping
Standard Support is already present for this scope and it must be used as a preference.
8. Supports must keep same up orientation they have at placement.
It’s incorrect to flip them upside down. As shown in picture, a different template is needed for
‘flipped’ structure. Same is for brackets.
Piping Standard Support
Support on Steel
LS-11 L SHAPED STANCHION WELDED
TO STRUCTURE
File name: PDMS guide_03.doc
Piping Standard Support
Support on Steel
LS-21 OVERTURNED L SHAPED
STANCHION WELDED ON
STRUCTURE
Piping Standard Support
Support on Steel
BR-1 BRACKET
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1.20.3 SUPPORT naming
Every piping support must be named to identify it uniquely.
The support name is used in PPN documents like Support List and General Arrangements to describe
support dimensions and position. Same name is used for supports nodes when pipes are exported for
Stress Analysis software, and appears in Stress Reports. Name is used again by CIV to identify
connected foundations. With the same name CIV can evaluate vertical loads on PPN report and
additional loads on SAN reports.
Only EQUI supports are named. Supports modelled as ATTA inherit name from EQUI supports they
are connected to.
Piping supports are named with a 2 digit prefix and a 3 or 4 digit progressive number.
Typical prefix are:
• PS (Piping Support) for Standard Piping Supports;
• SS (Steel Structure) for no standard supports, dimensioned and detailed by Civil department;
• SL (Sleeper) for sleepers.
If two or more supports are combined to create a no standard, they must have same name. So that
they can be combined also in reports and drawings. Being same names not allowed within the project,
one or more dots must be added as suffix on support names for attached supports.
Supports names are not usually assigned till they have to be issued.
When names are in need they are automatically assigned using a dedicated MACRO.
After supports issue for SAN or CIV, names must be frozen. Subsequent changes must be made
manually, taking in consideration the impact on SAN and CIV job.
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1.20.4 SUPPORT – EQUI specification
Specification structure for EQUI elements
Piping Standard Support
Support on Concrete
TS-01 T SHAPED STANCHION ON CONCRETE
LS-01 L SHAPED STANCHION ON CONCRETE
RS-01 SINGLE STANCHION ON CONCRETE
FR-2-h1 FRAME ON CONCRETE
FR-2-h2 FRAME ON CONCRETE
FR-2-h3 FRAME ON CONCRETE
FR-3-h1 REINFORCED FRAME ON CONCRETE
FR-3-h2 REINFORCED FRAME ON CONCRETE
FR-3-h3 REINFORCED FRAME ON CONCRETE
FR-4-h1 REINFORCED FRAME ON CONCRETE
FR-4-h2 REINFORCED FRAME ON CONCRETE
FR-4-h3 REINFORCED FRAME ON CONCRETE
VP-1 BEARNING SUPPORT FOR VERTICAL PIPES
VP-2 VERTICAL BEARING EXTENSION FOR ELBOWS
AVP-2 ADJUSTABLE SUPPORT FOR VERTICAL PIPES - ON CONCRETE
AHP-2 ADJUSTABLE SUPPORT FOR HORIZONTAL PIPES - ON CONCRETE
AVP-4 CLAMPED ADJUSTABLE SUPPORT FOR VERTICAL PIPES - ON CONCRETE
AHP-4 CLAMPED ADJUSTABLE SUPPORT FOR HORIZONTAL PIPES - ON CONCRETE
AVP-6 ADJUSTABLE SUPPORT FOR VERTICAL ELBOW - ON CONCRETE
BR-11 BRACKET ON CONCRETE
LDS-1 SUPPORT FOR PIPES ND <= 1.1/2" ON CONCRETE
LDS-2 SUPPORT FOR PIPES ND <= 1.1/2" ON CONCRETE
Support on Steel
BR-1 BRACKET
BR-2 BRACKET
BR-3 BRACKET WITH STRUT
BR-4 BRACKET WITH STRUT
BR-5 BRACKET WITH TIE BEAM
BR-6 BRACKET WITH TIE BEAM
BR-7 BRACKET OR GUIDE FOR VERTICAL PIPE (ON STRUCTURE)
TS-11 T SHAPED STANCHION WELDED TO STRUCTURE - LIGHT TYPE
TS-12 T SHAPED STANCHION WELDED TO STRUCTURE - HEAVY TYPE
LS-11 L SHAPED STANCHION WELDED TO STRUCTURE
LS-21 OVERTURNED L SHAPED STANCHION WELDED ON STRUCTURE
RS-11 SIMPLE STANCHION WELDED TO STRUCTURE
FR-11 FRAME WELDED TO STRUCTURE
FR-21 OVERTURNED FRAME WELDED TO STRUCTURE
FR-13 OVERTURNED L SHAPE FRAME WELDED TO STRUCTURE
FR-14 L SHAPED FRAME WELDED TO STRUCTURE
FR-15 HORIZONTAL FRAME WELDED TO STRUCTURE
FR-16 ADDITIONAL BEAM
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AVP-1 ADJUSTABLE SUPPORT FOR VERTICAL PIPES - ON STRUCTURE
AHP-1 ADJUSTABLE SUPPORT FOR HORIZONTAL PIPES - ON STRUCTURE
AVP-3 CLAMPED ADJUSTABLE SUPPORT FOR HORIZONTAL PIPES - ON STRUCTURE
AHP-3 CLAMPED ADJUSTABLE SUPPORT FOR HORIZONTAL PIPES - ON STRUCTURE
AVP-5 ADJUSTABLE SUPPORT FOR VERTICAL ELBOW - ON STRUCTURE
Support on Vessel
BRV-1 BRACKET ON VESSEL FOR HORIZONTAL PIPE
BRV-2 BRACKET ON VESSEL FOR HORIZONTAL PIPE
BRV-3 BRACKET WITH STRUT FROM VESSEL FOR HORIZONTAL PIPES
BRV-4 BRACKET OR GUIDE FROM VESSEL FOR VERTICAL PIPES
BRV-5 BRACKET FROM VESSEL FOR VERTICAL PIPES
BRV-6 BRACKET WITH STRUT FROM VESSEL FOR VERTICAL PIPES
BRV-7 GUIDE FOR VERTICAL UNINSULATED PIPES (ON VESSEL)
Civil Support
Sleeper
SLEEPER
SLEEPER WITH "L" PROFILE ON TOP
SLEEPER - 2 Levels
Civil Support
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
FRAME ON CONCRETE (3 legs)
FRAME ON CONCRETE (4 legs)
FRAME ON CONCRETE - DOUBLE LEVEL
FRAME ON CONCRETE WITH BRACKET
T SHAPED STANCHION ON CONCRETE
T SHAPED STANCHION WITH BRACKET ON CONCRETE
T SHAPED STANCHION ON STEEL
L shape Frame on concrete
BRACKET WITH STRUT
Bracket on concrete
Double Bracket on concrete
Cable Tray Support
Dummy Support
DUMMY
Support on Concrete (KAR)
BRACKET ON WALL
T SHAPED STANCHION ON CONCRETE
T SHAPED STANCHION ON CONCRETE WITH BRACKET
T SHAPED STANCHION ON CONCRETE WITH 2 BRACKETS
FRAME ON CONCRETE
2 LEVELS FRAME ON CONCRETE
3 LEVELS FRAME ON CONCRETE
Support on Concrete
(LUKOIL)
FRAME
FRAME - 2 LEVELS
FRAME - SQUARE - TYPE 01
FRAME - SQUARE - TYPE 02
FRAME - SQUARE - TYPE 03
FRAME - SQUARE - TYPE 05
FRAME - SQUARE - TYPE 06
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FRAME - SQUARE - TYPE 07
FRAME - SQUARE - TYPE 08
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EQUI elements
Piping Standard Support
Support on Concrete
TS-01 T SHAPED STANCHION ON CONCRETE
Piping Standard Support
Support on Concrete
LS-01 L SHAPED STANCHION ON CONCRETE
Piping Standard Support
Support on Concrete
RS-01 SINGLE STANCHION ON CONCRETE
Piping Standard Support
Support on Concrete
FR-2-h1 FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-2-h2 FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-2-h3 FRAME ON CONCRETE
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Piping Standard Support
Support on Concrete
FR-3-h1 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-3-h2 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-3-h3 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-4-h1 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-4-h2 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
FR-4-h3 REINFORCED FRAME ON CONCRETE
Piping Standard Support
Support on Concrete
VP-1 BEARNING SUPPORT FOR VERTICAL PIPES
Piping Standard Support
Support on Concrete
VP-2 VERTICAL BEARING EXTENSION FOR
ELBOWS
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Piping Standard Support
Support on Concrete
AVP-2 ADJUSTABLE SUPPORT FOR VERTICAL
PIPES - ON CONCRETE
Piping Standard Support
Support on Concrete
AHP-2 ADJUSTABLE SUPPORT FOR
HORIZONTAL PIPES - ON CONCRETE
Piping Standard Support
Support on Concrete
AVP-4 CLAMPED ADJUSTABLE SUPPORT FOR
VERTICAL PIPES - ON CONCRETE
Piping Standard Support
Support on Concrete
AHP-4 CLAMPED ADJUSTABLE SUPPORT FOR
HORIZONTAL PIPES - ON CONCRETE
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Piping Standard Support
Support on Concrete
AVP-6 ADJUSTABLE SUPPORT FOR VERTICAL
ELBOW - ON CONCRETE
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Piping Standard Support
Support on Concrete
BR-11 BRACKET ON CONCRETE
Piping Standard Support
Support on Concrete
LDS-1 SUPPORT FOR PIPES ND <= 1.1/2" ON
CONCRETE
Piping Standard Support
Support on Concrete
LDS-2 SUPPORT FOR PIPES ND <= 1.1/2" ON
CONCRETE
Piping Standard Support
Support on Steel
BR-1 BRACKET
Piping Standard Support
Support on Steel
BR-2 BRACKET
Piping Standard Support
Support on Steel
BR-3 BRACKET WITH STRUT
Piping Standard Support
Support on Steel
BR-4 BRACKET WITH STRUT
Piping Standard Support
Support on Steel
BR-5 BRACKET WITH TIE BEAM
Piping Standard Support
Support on Steel
BR-6 BRACKET WITH TIE BEAM
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Piping Standard Support
Support on Steel
BR-7 BRACKET OR GUIDE FOR VERTICAL PIPE
(ON STRUCTURE)
Piping Standard Support
Support on Steel
TS-11 T SHAPED STANCHION WELDED TO
STRUCTURE - LIGHT TYPE
Piping Standard Support
Support on Steel
TS-12 T SHAPED STANCHION WELDED TO
STRUCTURE - HEAVY TYPE
Piping Standard Support
Support on Steel
LS-11 L SHAPED STANCHION WELDED TO
STRUCTURE
Piping Standard Support
Support on Steel
LS-21 OVERTURNED L SHAPED STANCHION
WELDED ON STRUCTURE
Piping Standard Support
Support on Steel
RS-11 SIMPLE STANCHION WELDED TO
STRUCTURE
Piping Standard Support
Support on Steel
FR-11 FRAME WELDED TO STRUCTURE
Piping Standard Support
Support on Steel
FR-21 OVERTURNED FRAME WELDED TO
STRUCTURE
Piping Standard Support
Support on Steel
FR-13 OVERTURNED L SHAPE FRAME WELDED
TO STRUCTURE
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Piping Standard Support
Support on Steel
FR-14 L SHAPED FRAME WELDED TO
STRUCTURE
Piping Standard Support
Support on Steel
FR-15 HORIZONTAL FRAME WELDED TO
STRUCTURE
Piping Standard Support
Support on Steel
FR-16 ADDITIONAL BEAM
Piping Standard Support
Support on Steel
AVP-1 ADJUSTABLE SUPPORT FOR VERTICAL
PIPES - ON STRUCTURE
Piping Standard Support
Support on Steel
AHP-1 ADJUSTABLE SUPPORT FOR
HORIZONTAL PIPES - ON STRUCTURE
Piping Standard Support
Support on Steel
AVP-3 CLAMPED ADJUSTABLE SUPPORT FOR
HORIZONTAL PIPES - ON STRUCTURE
Piping Standard Support
Support on Steel
AHP-3 CLAMPED ADJUSTABLE SUPPORT FOR
HORIZONTAL PIPES - ON STRUCTURE
Piping Standard Support
Support on Steel
AVP-5 ADJUSTABLE SUPPORT FOR VERTICAL
ELBOW - ON STRUCTURE
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Piping Standard Support
Support on Vessel
BRV-1 BRACKET ON VESSEL FOR HORIZONTAL
PIPE
Piping Standard Support
Support on Vessel
BRV-2 BRACKET ON VESSEL FOR HORIZONTAL
PIPE
Piping Standard Support
Support on Vessel
BRV-3 BRACKET WITH STRUT FROM VESSEL
FOR HORIZONTAL PIPES
Piping Standard Support
Support on Vessel
BRV-4 BRACKET OR GUIDE FROM VESSEL FOR
VERTICAL PIPES
Piping Standard Support
Support on Vessel
BRV-5 BRACKET FROM VESSEL FOR VERTICAL
PIPES
Piping Standard Support
Support on Vessel
BRV-6 BRACKET WITH STRUT FROM VESSEL
FOR VERTICAL PIPES
Piping Standard Support
Support on Vessel
BRV-7 GUIDE FOR VERTICAL UNINSULATED
PIPES (ON VESSEL)
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Civil Support
Sleeper
SLEEPER
Civil Support
Sleeper
SLEEPER WITH "L" PROFILE ON TOP
Civil Support
Sleeper
SLEEPER - 2 Levels
Civil Support
Civil Support
FRAME ON CONCRETE
Civil Support
Civil Support
FRAME ON CONCRETE – 2 LEVELS
Civil Support
Civil Support
FRAME ON CONCRETE – 3 LEVELS
Civil Support
Civil Support
FRAME ON CONCRETE (3 legs)
Civil Support
Civil Support
FRAME ON CONCRETE (4 legs)
Civil Support
Civil Support
FRAME ON CONCRETE - DOUBLE LEVEL
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Civil Support
Civil Support
FRAME ON CONCRETE WITH BRACKET
Civil Support
Civil Support
T SHAPED STANCHION ON CONCRETE
Civil Support
Civil Support
T SHAPED STANCHION WITH BRACKET ON
CONCRETE
Civil Support
Civil Support
SHAPED STANCHION ON STEEL
Civil Support
Civil Support
L shape Frame on concrete
Civil Support
Civil Support
BRACKET WITH STRUT
Civil Support
Civil Support
Bracket on concrete
Civil Support
Civil Support
Double Bracket on concrete
Civil Support
Dummy Support
DUMMY
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Cable Tray Support
Support on Concrete (KAR)
CT-01 BRACKET ON WALL
Cable Tray Support
Support on Concrete (KAR)
CT-02 T SHAPED STANCHION ON CONCRETE
Cable Tray Support
Support on Concrete (KAR)
CT-03 T SHAPED STANCHION ON CONCRETE
WITH BRACKET
Cable Tray Support
Support on Concrete (KAR)
CT-04 T SHAPED STANCHION ON CONCRETE
WITH 2 BRACKETS
Cable Tray Support
Support on Concrete (KAR)
CT-11 FRAME ON CONCRETE
Cable Tray Support
Support on Concrete (KAR)
CT-12 2 LEVELS FRAME ON CONCRETE
Cable Tray Support
Support on Concrete (KAR)
CT-13 3 LEVELS FRAME ON CONCRETE
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Cable Tray Support
Support on Concrete (LUKOIL)
FRAME
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME – 2 LEVELS
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 01
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 02
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 03
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 05
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 06
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 07
Cable Tray Support
Support on Concrete (LUKOIL)
FRAME - SQUARE - TYPE 08
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1.20.5 SUPPORT – SUBE specification
Specification structure for SUBE elements
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
Basement
Splitted Slubs
Single Pedestal
Single Pedestal - Circular Piles - 3 triangle
pattern
Base plates
T SHAPED STANCHION ON CONCRETE
Basement
Foundation
Base plate
SUBE elements
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
Basement
Splitted Slubs
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
Basement
Single Pedestal
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
Basement
Base plates
FRAME ON CONCRETE
FRAME ON CONCRETE - 2 LEVELS
FRAME ON CONCRETE - 3 LEVELS
Basement
Single Pedestal - Circular Piles - 3 triangle
pattern
T SHAPED STANCHION ON CONCRETE
Basement
Foundation
T SHAPED STANCHION ON CONCRETE
Basement
Base plate
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1.21 STRUCTURE Modelling
1.21.1 STRUCTURE – EQUI specification
‘Regular Structure’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Regular Structure
Main Structure
Regular Structure Max2x2
Regular Structure Max3x3
Regular Structure Max4x4
Regular Structure Max5x5
Regular Structure Max6x6
Regular Structure Max10x10
Bracket
Bracket Max5x
Bracket Max10x
Secondary Beams
Secondary Beams Max5x
Secondary Beams Max10x
Bracing
Bracing A(1) – Max1x
Bracing A(1) - Max5x
Bracing A(1) - Max10x
Bracing X(1) – Max1x
Bracing X(1) - Max5x
Bracing X(1) - Max10x
STRUCTURE / EQUI elements
Main Structure
Regular Structure Max2x2
Main Structure
Regular Structure Max3x3
Main Structure
Regular Structure Max4x4
Main Structure
Regular Structure Max5x5
Main Structure
Regular Structure Max6x6
Main Structure
Regular Structure Max10x10
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Bracket
Bracket Max5x
Bracket
Bracket Max10x
Secondary Beams
Secondary Beams Max5x
Secondary Beams
Secondary Beams Max10x
Bracing
Bracing A(1) – Max1x
Bracing
Bracing A(1) - Max5x
Bracing
Bracing A(1) - Max10x
Bracing
Bracing X(1) – Max1x
Bracing
Bracing X(1) - Max5x
Bracing
Bracing X(1) - Max10x
1.21.2 STRUCTURE – SUBE specification
Specification structure for SUBE elements
Regular Structure Max2x2
Regular Structure Max3x3
Regular Structure Max4x4
Regular Structure Max5x5
Regular Structure Max10x10
Basement
Foundation
No Foundation
Baseplates
Foundation - Slubs combined in rows
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SUBE elements
Basement
Foundation
Basement
No Foundation
Basement
Baseplates
Basement
Foundation - Slubs combined in rows
1.21.3 STRUCTURE – combinations
Regular Structure Max5x5
Basement
Foundation
+
Bracket Max5x
+
Bracing A(1) - Max5x
+
Beams Max10x
+
Beams Max5x
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Regular Structure Max4x4
Basement
Foundation
+
Regular Structure Max3x3
Basement
No Foundation
+
Beams Max2x
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1.22 PIPE RACK Modelling
Pipe racks behave in the same way as supports.
1.22.1 PIPE RACK – EQUI specification
‘Pipe Rack’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Piperack
Advanced Piperack
Piperack 1 Desks
Piperack 2 Desks
Piperack 3 Desks
Piperack 4 Desks
Piperack 5 Desks
Piperack 6 Desks
Piperack 7 Desks
Secondary Alignment 1 Desk
Secondary Alignment 2 Desks
Secondary Alignment 3 Desks
Secondary Alignment 4 Desks
Secondary Alignment 5 Desks
Secondary Alignment 6 Desks
Secondary Alignment 7 Desks
Piperack Bracket
Piperack 1 Desks with lateral extensions
Secondary Alignment 1 Desk with lateral extensions
Basic Piperack
Piperack 1 Desk
Piperack 2 Desks
Piperack 3 Desks
Piperack 4 Desks
Piperack 5 Desks
Piperack 6 Desks
Piperack 7 Desks
Secondary Alignment 1 Desk
Secondary Alignment 2 Desks
Secondary Alignment 3 Desks
Secondary Alignment 4 Desks
Secondary Alignment 5 Desks
Piperack Oblique 1 Desk
Piperack Oblique 2 Desks
Piperack Oblique 3 Desks
Piperack Oblique 4 Desks
Piperack Oblique 5 Desks
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PIPE RACK / EQUI elements
Advanced Piperack
Piperack 1 Desks
Advanced Piperack
Piperack 2 Desks
Advanced Piperack
Piperack 3 Desks
Advanced Piperack
Piperack 4 Desks
Advanced Piperack
Piperack 5 Desks
Advanced Piperack
Piperack 6 Desks
Advanced Piperack
Piperack 7 Desks
Advanced Piperack
Secondary Alignment 1 Desk
Advanced Piperack
Secondary Alignment 2 Desk
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Advanced Piperack
Secondary Alignment 3 Desk
Advanced Piperack
Secondary Alignment 4 Desk
Advanced Piperack
Secondary Alignment 6 Desk
Advanced Piperack
Secondary Alignment 7 Desk
Advanced Piperack
Piperack Bracket
Advanced Piperack
Piperack 1 Desks with lateral extensions
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Advanced Piperack
Secondary Alignment 5 Desk
Advanced Piperack
Secondary Alignment 1 Desk with lateral
extensions
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1.22.2 PIPE RACK – SUBE specification
Specification structure for SUBE elements
Piperack 1 Desks
Piperack 2Desks
Piperack 3 Desks
Piperack 4 Desks
Piperack 5 Desks
Piperack 6 Desks
Piperack 7 Desks
Piperack 1 Desks with lateral extensions
Side – Right
Side 1 Desks
Side 2 Desks
Side 3 Desks
Side 4 Desks
Side 5 Desks
Side 6 Desks
Side 7 Desks
Remove
Side – Left
Side 1 Desks
Side 2 Desks
Side 3 Desks
Side 4 Desks
Side 5 Desks
Side 6 Desks
Side 7 Desks
Remove
Basement
Splitted Slubs
Single Slub
Splitted - Square Piles - 2x1 pattern
Splitted Slubs - Square Piles - 2x2 pattern
Splitted Slubs - Square Piles - 2x4 pattern
Splitted Slubs - Square Piles - 3 triangle pattern
Single Slub - Square Piles - 2x2 pattern
Base plates
No Foundation
Bracing - Right
No Bracing
Bottom Side Bracing A(1)
Side Bracing A(1) - 2 Desks
Side Bracing A(1) - 3 Desks
Side Bracing A(1) - 4 Desks
Side Bracing A(1) - 5 Desks
Side Bracing A(1) - 6 Desks
Side Bracing A(1) - 7 Desks
Bottom Side Bracing X(1)
Side Bracing X(1) - 2 Desks
Side Bracing X(1) - 3 Desks
Side Bracing X(1) - 4 Desks
Side Bracing X(1) - 5 Desks
Side Bracing X(1) - 6 Desks
Side Bracing X(1) - 7 Desks
Side Bracing AV(1) - 2 Desks
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Side Bracing AV(1) - 3 Desks
Side Bracing AV(1) - 4 Desks
Side Bracing AV(1) - 5 Desks
Side Bracing AV(1) - 6 Desks
Side Bracing AV(1) - 7 Desks
Bracing - Left
No Bracing
Bottom Side Bracing A(1)
Side Bracing A(1) - 2 Desks
Side Bracing A(1) - 3 Desks
Side Bracing A(1) - 4 Desks
Side Bracing A(1) - 5 Desks
Side Bracing A(1) - 6 Desks
Side Bracing A(1) - 7 Desks
Bottom Side Bracing X(1)
Side Bracing X(1) - 2 Desks
Side Bracing X(1) - 3 Desks
Side Bracing X(1) - 4 Desks
Side Bracing X(1) - 5 Desks
Side Bracing X(1) - 6 Desks
Side Bracing X(1) - 7 Desks
Side Bracing AV(1) - 2 Desks
Side Bracing AV(1) - 3 Desks
Side Bracing AV(1) - 4 Desks
Side Bracing AV(1) - 5 Desks
Side Bracing AV(1) - 6 Desks
Side Bracing AV(1) - 7 Desks
Bracing - Front
No Bracing
Bottom Front Bracing A(1)
Bottom Front Bracing X(1)
Bottom Front Bracing AV(1)
Bottom Front Bracing XX(1)
Bracing - Top
No Bracing
Top Cross Bracing
Top Bracing A(1)
Top Bracing A(2)
Top Diamond Bracing
Fire Proofing
No Proofing
Fire Proofing
Secondary Alignment 1 Desk
Secondary Alignment 1 Desk with lateral extensions
Bracing - Top
No Bracing
Top Cross Bracing
Top Bracing A(1)
Top Bracing A(2)
Top Diamond Bracing
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SUBE elements
Side – Right / Left
Side 1 Desks
Side – Right / Left
Side 2 Desks
Side – Right / Left
Side 3 Desks
Side – Right / Left
Side 4 Desks
Side – Right / Left
Side 5 Desks
Side – Right / Left
Side 6 Desks
Side – Right / Left
Side 7 Desks
Basement
Splitted Slubs
Basement
Single Slub
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Basement
Splitted - Square Piles - 2x1 pattern
Basement
Splitted Slubs - Square Piles - 2x2 pattern
Basement
Splitted Slubs - Square Piles - 2x4 pattern
Basement
Splitted Slubs - Square Piles - 3 triangle pattern
Basement
Single Slub - Square Piles - 2x2 pattern
Basement
Base plates
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Basement
No Foundation
Bracing – Right / Left
Bottom Side Bracing A(1)
Bracing – Right / Left
Side Bracing A(1) - 2 Desks
Bracing – Right / Left
Side Bracing A(1) - 3 Desks
Bracing – Right / Left
Side Bracing A(1) – 4 Desks
Bracing – Right / Left
Side Bracing A(1) - 5 Desks
Bracing – Right / Left
Side Bracing A(1) - 6 Desks
Bracing – Right / Left
Side Bracing A(1) - 7 Desks
Bracing – Right / Left
Bottom Side Bracing X(1)
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Bracing – Right / Left
Side Bracing X(1) - 2 Desks
Bracing – Right / Left
Side Bracing X(1) - 3 Desks
Bracing – Right / Left
Side Bracing X(1) - 4 Desks
Bracing – Right / Left
Side Bracing X(1) - 5 Desks
Bracing – Right / Left
Side Bracing X(1) - 6 Desks
Bracing – Right / Left
Side Bracing X(1) - 7 Desks
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Bracing – Right / Left
Side Bracing AV(1) - 2 Desks
Bracing – Right / Left
Side Bracing AV(1) - 3 Desks
Bracing – Right / Left
Side Bracing AV(1) - 4 Desks
Bracing – Right / Left
Side Bracing AV(1) - 5 Desks
Bracing – Right / Left
Side Bracing AV(1) - 6 Desks
Bracing – Right / Left
Side Bracing AV(1) - 7 Desks
Bracing – Front
Bottom Front Bracing A(1)
Bracing – Front
Bottom Front Bracing X(1)
Bracing – Front
Bottom Front Bracing AV(1)
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Bracing – Front
Bottom Front Bracing XX(1)
Bracing – Top
Top Cross Bracing
Bracing – Top
Top Diamond Bracing
Bracing – Top
Top Bracing A(1)
Bracing – Top
Top Bracing A(2)
Fire Proofing
Fire Proofing
Secondary Alignment
Bracing – Top
Top Cross Bracing
Secondary Alignment
Bracing – Top
Top Bracing A(1)
Secondary Alignment
Bracing – Top
Top Bracing A(2)
Secondary Alignment
Bracing – Top
Top Diamond Bracing
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1.22.3 PIPE RACK – combinations
Piperack 1 Desks
Side - Right
Side - Left
Basement
Bracing - Right
Bracing - Left
Bracing - Front
Bracing - Top
Side 1 Desks
Side 1 Desks
Unique
No Bracing
No Bracing
Bottom Front Bracing XX(1)
Top Cross Bracing
+
Secondary Alignment 1 Desk
Bracing - Top
No Bracing
+
Secondary Alignment 1 Desk
Bracing - Top
Top Cross Bracing
Piperack 1 Desks
Side - Right
Side - Left
Basement
Bracing - Right
Bracing - Left
Bracing - Front
Bracing - Top
Side 1 Desks
Side 1 Desks
Splitted - Square Piles - 2x1 pattern
No Bracing
No Bracing
Bottom Front Bracing X(1)
Top Cross Bracing
+
Secondary Alignment 1 Desk
Bracing - Top
No Bracing
+
Secondary Alignment 1 Desk
Bracing - Top
Top Cross Bracing
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1.23 SHELTER/SUNSHADE Modelling
1.23.1 SHELTER/SUNSHADE – EQUI specification
‘Shelter/Sunshade’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Sunshade
Sunshade Type 1 (4 columns)
Sunshade Type 1 (6 columns)
Sunshade Type 1 (8 columns)
Sunshade Type 1 (10 columns)
Sunshade Type 1 (12 columns)
Sunshade Type 1 (14 columns)
Sunshade Type 1 (N.columns)
Sunshade Type 2 (N.columns)
Sunshade Type 3 (4 columns)
Sunshade Type 3 (6 columns)
Sunshade Type 3 (8 columns)
Sunshade Type 3 (10 columns)
Sunshade Type 3 (12 columns)
Sunshade Type 3 (14 columns)
Sunshade Type 3 (N.columns)
Fuel Distributor Shelter
Transformer Yard
SHELTER/SUNSHADE / EQUI elements
Sunshade Type 1 (4 columns)
File name: PDMS guide_03.doc
Sunshade Type 1 (6 columns)
Sunshade Type 1 (8 columns)
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Sunshade Type 1 (10 columns)
Sunshade Type 1 (12 columns)
Sunshade Type 1 (14 columns)
Sunshade Type 1 (N.columns)
Sunshade Type 2 (N.columns)
Sunshade Type 3 (4 columns)
Sunshade Type 3 (6 columns)
Sunshade Type 3 (8 columns)
Sunshade Type 3 (10 columns)
Sunshade Type 3 (12 columns)
Sunshade Type 3 (14 columns)
Sunshade Type 3 (N.columns)
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Transformer Yard
1.23.2 SHELTER/SUNSHADE – SUBE specification
Specification structure for SUBE elements
Sunshade Type 1
Basement
Foundation
No Foundation
Paved Area
Paving
No Paving
Roof
Roof - Type 1
Roof - Type 2
Lateral Cover
No Lateral Cover
Lateral Cover
Sunshade Type 2
Basement
Foundation
No Foundation
Paved Area
Paving
No Paving
Sunshade Type 3
Roof
Roof
Basement
Foundation
No Foundation
Paved Area
Paving
No Paving
Fuel Distributor Shelter
File name: PDMS guide_03.doc
Roof
Roof - Type 1
Substructure
Substructure
Basement
Foundation
Cover
Cover
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SUBE elements
Sunshade Type 1 / 2 / 3
Paved Area
No Paving
Sunshade Type 1 / 2 / 3
Foundation
No Foundation
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Sunshade Type 1
Roof
Roof - Type 2
Sunshade Type 1
Lateral Cover
Lateral Cover
Paved Area
No Paving
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1.23.3 SHELTER/SUNSHADE – combinations
Sunshade Type 3 (N.columns)
Foundation
No Foundation
Paved Area
No Paving
+
General Foundation - Rectangular
Fuel Distributor Shelter
+
Fuel Distributor Shelter
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1.24 GANTRY CRANE Modelling
1.24.1 GANTRY CRANE – EQUI specification
‘Gantry Crane’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Gantry Crane
Monorail Crane
Gantry Crane - BOS
Gantry Crane - TOS
GANTRY CRANE / EQUI elements
Monorail Crane
File name: PDMS guide_03.doc
Gantry Crane - BOS
Gantry Crane - TOS
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1.25 WALKWAY & PLATFORM Modelling
1.25.1 WALKWAY & PLATFORM Modelling – Philosophy
‘Platform/Stair/Ladder’ templates are supplied to model standalone walkways or platforms and also to
build operating platforms on structure modelled with different templates like ‘Regular Structure’ or
‘Pipe Racks’.
All templates are full detailed and include strong dimensioning rules. User is not asked to specify the
dimensions of sections, nodes or foundations. It must only define main dimensions, all the other
dimensions and attributes are automatically assigned for the evaluation of complex implicit rules.
For standalone walkways/ platforms modelling two methods can be used: ‘Standard Blocks’ method
or ‘Piece by piece’ method.
‘Standard Blocks’ method is aimed for the most common geometries. Whole structure is modelled
with a single equipment template and it includes foundations. Placing and modification are super fast.
Everything is controlled just editing the single equipment properties.
Standard drawing have been prepared for ‘Standard Blocks’, so structure produced with these
templates don’t need to be detailed individually. Their dimensional characteristics can be reported to
fulfil dimensional table included in dedicated standard drawing.
‘Standard Blocks’ method should be then preferred, but for sure it cannot cover all cases .
If an uncommon arrangement is required, ‘Piece by piece’ method must be used instead. With this
method, the structure is built with a combination of basic templates, giving user the possibility to
create any type of arrangement. For no standard structures a detail drawing must be produced.
Each composing element template has its own properties, there is no link between parts, so editing
process must be performed individually and obviously get slower.
Standard Blocks method
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Piece by piece method
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Also positioning has to be performed manually.
To speed up this activity, elements templates
are equipped with connecting points. They are
drawn as dishes. Connection between parts is
done combining two dishes to build a whole
sphere.
‘Operating platforms’ main templates are rectangular gratings with handrails that can be combined
with accessing ladders or stairs. Supporting structure and foundation are not included.
Different platforms options are available depending on number of access required.
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1.25.2 WALKWAY & PLATFORM – EQUI specification
‘Walkway & Platform’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Walkway
Platform
Walkway
Standard
Blocks
Full detail
for Civil
Report
Walkway
( 2 or more
accesses )
Straight
Single (1xN Columns)
Advanced Walkway straight - 1x2 legs
Advanced Walkway straight - 1x3 legs
Advanced Walkway straight - 1x4 legs
Advanced Walkway straight - 1x5 legs
Frame (2xN Columns)
Advanced Walkway straight - 2x2 legs
Advanced Walkway straight - 2x3 legs
Advanced Walkway straight - 2x4 legs
Advanced Walkway straight - 2x5 legs
C-Shape
Crossover
Advanced Walkway straight - Crossover
Single (1xN Columns)
Advanced Walkway C shape - 1x2 legs
Advanced Walkway C shape - 1x3 legs
Advanced Walkway C shape - 1x4 legs
Advanced Walkway C shape - 1x5 legs
Frame (2xN Columns)
Advanced Walkway C shape - 2x2 legs
Advanced Walkway C shape - 2x3 legs
Advanced Walkway C shape - 2x4 legs
Advanced Walkway C shape - 2x5 legs
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Right - 1x2 legs
Advanced Walkway L shape / Right - 1x3 legs
Advanced Walkway L shape / Right - 1x4 legs
Advanced Walkway L shape / Right - 1x5 legs
Advanced Walkway L shape / Left - 1x2 legs
Advanced Walkway L shape / Left - 1x3 legs
Advanced Walkway L shape / Left - 1x4 legs
Advanced Walkway L shape / Left - 1x5 legs
Frame (2xN Columns)
Advanced Walkway L shape / Right - 2x2 legs
Advanced Walkway L shape / Right - 2x3 legs
Advanced Walkway L shape / Right - 2x4 legs
Advanced Walkway L shape / Right - 2x5 legs
Advanced Walkway L shape / Left - 2x2 legs
Advanced Walkway L shape / Left - 2x3 legs
Advanced Walkway L shape / Left - 2x4 legs
Advanced Walkway L shape / Left - 2x5 legs
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x1 legs
Advanced Walkway T shape - 1x2 legs
Advanced Walkway T shape - 1x3 legs
Advanced Walkway T shape - 1x4 legs
Advanced Walkway T shape - 1x5 legs
Frame (2xN Columns)
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Advanced Platform T shape - 2x1 legs
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Advanced Walkway T shape - 2x2 legs
Advanced Walkway T shape - 2x3 legs
Advanced Walkway T shape - 2x4 legs
Advanced Walkway T shape - 2x5 legs
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Right - 1x2 legs
Advanced Walkway S shape / Right - 1x3 legs
Advanced Walkway S shape / Right - 1x4 legs
Advanced Walkway S shape / Right - 1x5 legs
Advanced Walkway S shape / Left - 1x2 legs
Advanced Walkway S shape / Left - 1x3 legs
Advanced Walkway S shape / Left - 1x4 legs
Advanced Walkway S shape / Left - 1x5 legs
Frame (2xN Columns)
Advanced Walkway S shape / Right - 2x2 legs
Advanced Walkway S shape / Right - 2x3 legs
Advanced Walkway S shape / Right - 2x4 legs
Advanced Walkway S shape / Right - 2x5 legs
Advanced Walkway S shape / Left - 2x2 legs
Advanced Walkway S shape / Left - 2x3 legs
Advanced Walkway S shape / Left - 2x4 legs
Advanced Walkway S shape / Left - 2x5 legs
Platform ( 1
access )
Straight
Single (1xN Columns)
Advanced Platform I shape - 1x2 legs
Advanced Platform I shape - 1x3 legs
Advanced Platform I shape - 1x4 legs
Advanced Platform I shape - 1x5 legs
Frame (2xN Columns)
Advanced Platform I shape - 2x2 legs
Advanced Platform I shape - 2x3 legs
Advanced Platform I shape - 2x4 legs
Advanced Platform I shape - 2x5 legs
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Right - 1x2 legs
Advanced Platform L shape / Right - 1x3 legs
Advanced Platform L shape / Right - 1x4 legs
Advanced Platform L shape / Right - 1x5 legs
Advanced Platform L shape / Left - 1x2 legs
Advanced Platform L shape / Left - 1x3 legs
Advanced Platform L shape / Left - 1x4 legs
Advanced Platform L shape / Left - 1x5 legs
Frame (2xN Columns)
Advanced Platform L shape / Right - 2x2 legs
Advanced Platform L shape / Right - 2x3 legs
Advanced Platform L shape / Right - 2x4 legs
Advanced Platform L shape / Right - 2x5 legs
Advanced Platform L shape / Left - 2x2 legs
Advanced Platform L shape / Left - 2x3 legs
Advanced Platform L shape / Left - 2x4 legs
Advanced Platform L shape / Left - 2x5 legs
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For basic
design
Walkway
( 2 or more
accesses )
79
Straight
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Walkway No Legs, No Handrail
Walkway No Legs
Walkway 4 legs
Walkway 6 legs
Walkway 8 legs
Walkway 10 legs
Walkway N.legs
C-Shape
Walkway C shape 4 legs
Walkway C shape 6 legs
Walkway C shape 8 legs
Walkway C shape N.legs
L-Shape
Walkway L shape / Left 4 legs
Walkway L shape / Left 6 legs
Walkway L shape / Left 8 legs
Walkway L shape / Right 4 legs
Walkway L shape / Right 6 legs
Walkway L shape / Right 8 legs
T-Shape
Walkway + Branch (N.legs)
S-Shape
Walkway S shape / Left 4 legs
Walkway S shape / Left 6 legs
Walkway S shape / Left 8 legs
Walkway S shape / Left N.legs
Walkway S shape / Right 4 legs
Walkway S shape / Right 6 legs
Walkway S shape / Right 8 legs
Walkway S shape / Right N.legs
Platform ( 1
access )
Straight
Platform I shape 4 legs
Platform I shape 6 legs
Platform I shape 8 legs
Platform I shape N.legs
L-Shape
Platform L shape / Left 4 legs
Platform L shape / Left 6 legs
Platform L shape / Left 8 legs
Platform L shape / Right 4 legs
Platform L shape / Right 6 legs
Platform L shape / Right 8 legs
Walkway
Build piece
by piece
Full detail
Walkway
Main Platform
Advanced Platform 4exits - 1x2 legs
Advanced Platform 4exits - 1x3 legs
Advanced Platform 4exits - 1x4 legs
Advanced Platform 4exits - 1x5 legs
Advanced Platform 4exits - 2x2 legs
Advanced Platform 4exits - 2x3 legs
Advanced Platform 4exits - 2x4 legs
Advanced Platform 4exits - 2x5 legs
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Advanced Platform 6exits - 1x2 legs
Advanced Platform 6exits - 1x3 legs
Advanced Platform 6exits - 1x4 legs
Advanced Platform 6exits - 1x5 legs
Advanced Platform 6exits - 2x2 legs
Advanced Platform 6exits - 2x3 legs
Advanced Platform 6exits - 2x4 legs
Advanced Platform 6exits - 2x5 legs
Walkway - Stair
Stair Front
Stair Lateral
Stair Front - Offset
TopFlight - Front/Front
TopFlight - Front/Lateral
For basic
design
Walkway
Main Platform
Platform 4exits - No legs
Platform - 1 legs
Platform - 2 legs
Platform 4exits - 2 legs
Platform 4exits - 4 legs
Platform 4exits - 6 legs
Platform 4exits - 8 legs
Platform 6exits - 4 legs
Platform 6exits - 6 legs
Platform 6exits - 8 legs
Walkway - Stair
Stair Front
Stair Lateral
Stair Lateral Angle
TopFlight
Walkway Branch
Branch Platform 2 legs
Branch Platform 4 legs
Branch Platform 6 legs
Branch Platform 4exits - No legs
Branch Platform 4exits - 2 legs
Branch Platform 4exits - 4 legs
Branch Platform 4exits - 6 legs
Walkway Bridge
Bridge Platform
Bridge Platform 2 legs
Bridge Platform 4 legs
Variable Angle Extension
Walkway Reinforced
Standard
Blocks
Full detail
for Civil
Report
Platform ( 1
access )
Straight
Single (1xN
Columns)
Advanced Reinforced Platform I shape - 1x2 legs
Advanced Reinforced Platform I shape - 1x3 legs
Advanced Reinforced Platform I shape - 1x4 legs
Advanced Reinforced Platform I shape - 1x5 legs
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Reinforced
Build piece
by piece
Full detail
Walkway
Main Platform
81
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Advanced Reinforced Platform 4exits - 1x2 legs
Advanced Reinforced Platform 4exits - 1x3 legs
Advanced Reinforced Platform 4exits - 1x4 legs
Advanced Reinforced Platform 4exits - 1x5 legs
Advanced Reinforced Platform 6exits - 1x2 legs
Advanced Reinforced Platform 6exits - 1x3 legs
Advanced Reinforced Platform 6exits - 1x4 legs
Advanced Reinforced Platform 6exits - 1x5 legs
Platform
on
structure
Platform
Style 1 (External handrails)
Platform 2exits
Platform 4exits
Style 2 (Internal handrails)
Platform 2exits
Platform 4exits
Ladder
Ladder - Front exit
Ladder - Right exit
Ladder - Left exit
Ladder - Front exit - Gage
Ladder - Right exit - Gage
Ladder - Left exit - Gage
Ladder - Back exit - Gage
Ladder - Front exit - Two Level
Ladder - Right exit - Two Level
Ladder - Left exit - Two Level
Ladder - Back exit - Two Level
Handrail
Handrail
Handrail Gate - Inside - Right
Handrail Gate - Inside - Left
Handrail Gate - Outside - Left
Stair
Platform Access Stair - Right
Platform Access Stair – Left
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WALKWAY & PLATFORM / EQUI elements
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Single (1xN Columns)
Advanced Walkway straight - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Single (1xN Columns)
Advanced Walkway straight - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Single (1xN Columns)
Advanced Walkway straight - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Single (1xN Columns)
Advanced Walkway straight - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Frame (2xN Columns)
Advanced Walkway straight - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Frame (2xN Columns)
Advanced Walkway straight - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Frame (2xN Columns)
Advanced Walkway straight - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Frame (2xN Columns)
Advanced Walkway straight - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
Straight
Crossover
Advanced Walkway straight - Crossover
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Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Single (1xN Columns)
Advanced Walkway C shape - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Single (1xN Columns)
Advanced Walkway C shape - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Single (1xN Columns)
Advanced Walkway C shape - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Single (1xN Columns)
Advanced Walkway C shape - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Frame (2xN Columns)
Advanced Walkway C shape - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Frame (2xN Columns)
Advanced Walkway C shape - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Frame (2xN Columns)
Advanced Walkway C shape - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
C-Shape
Frame (2xN Columns)
Advanced Walkway C shape - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Right - 1x2 legs
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Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Right - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Right - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Right - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Left - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Left - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Left - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Single (1xN Columns)
Advanced Walkway L shape / Left - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Right - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Right - 2x3 legs
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Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Right - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Right - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Left - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Left - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Left - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
L-Shape
Frame (2xN Columns)
Advanced Walkway L shape / Left - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x1 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x3 legs
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Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Single (1xN Columns)
Advanced Walkway T shape - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Frame (2xN Columns)
Advanced Walkway T shape - 2x1 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Frame (2xN Columns)
Advanced Walkway T shape - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Frame (2xN Columns)
Advanced Walkway T shape - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Frame (2xN Columns)
Advanced Walkway T shape - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
T-Shape
Frame (2xN Columns)
Advanced Walkway T shape - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Right- 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Right- 1x3 legs
File name: PDMS guide_03.doc
Revision: 9/25/2020 5:40:00 PM
PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
Company doc. no.:
Sheet
87
of
203
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Right- 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Right- 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Left- 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Left- 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Left- 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Single (1xN Columns)
Advanced Walkway S shape / Left- 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Right- 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Right- 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Right- 2x4 legs
File name: PDMS guide_03.doc
Revision: 9/25/2020 5:40:00 PM
PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
Company doc. no.:
Sheet
88
of
203
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Right- 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Left- 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Left- 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Left- 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Walkway ( 2 or more accesses )
S-Shape
Frame (2xN Columns)
Advanced Walkway S shape / Left- 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Platform I shape - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Platform I shape - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Platform I shape - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Platform I shape - 1x5 legs
File name: PDMS guide_03.doc
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PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
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Sheet
89
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Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Frame (2xN Columns)
Advanced Platform I shape - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Frame (2xN Columns)
Advanced Platform I shape - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Frame (2xN Columns)
Advanced Platform I shape - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Frame (2xN Columns)
Advanced Platform I shape - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Right - 1x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Right - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Right - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Right - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Left - 1x2 legs
File name: PDMS guide_03.doc
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PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
Company doc. no.:
Sheet
90
of
203
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Left - 1x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Left - 1x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Single (1xN Columns)
Advanced Platform L shape / Left - 1x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Right - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Right - 2x3 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Right - 2x4 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Right - 2x5 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Left - 2x2 legs
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Left - 2x3 legs
File name: PDMS guide_03.doc
Revision: 9/25/2020 5:40:00 PM
PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
Company doc. no.:
Sheet
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Left - 2x4 legs
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91
of
203
Walkway Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
L-Shape
Frame (2xN Columns)
Advanced Platform L shape / Left - 2x5 legs
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PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
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Sheet
92
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203
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 1x2 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 1x3 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 1x4 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 1x5 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 2x2 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 2x3 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 2x4 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 4exits - 2x5 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 1x2 legs
File name: PDMS guide_03.doc
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Sheet
93
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Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 1x3 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 1x4 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 1x5 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 2x2 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 2x3 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 2x4 legs
Walkway - Build piece by piece
Full detail
Walkway Main Platform
Advanced Platform 6exits - 2x5 legs
Walkway - Build piece by piece
Full detail
Walkway - Stair
Stair Front
Walkway - Build piece by piece
Full detail
Walkway - Stair
Stair Lateral
File name: PDMS guide_03.doc
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DOCUMENT TITLE
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Sheet
94
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Walkway - Build piece by piece
Full detail
Walkway - Stair
Stair Front - Offset
Walkway - Build piece by piece
Full detail
Walkway - Stair
TopFlight - Front/Front
Walkway - Build piece by piece
Full detail
Walkway - Stair
TopFlight - Front/Lateral
Walkway – Reinforced - Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Reinforced Platform I shape-1x2 legs
Walkway – Reinforced - Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Reinforced Platform I shape-1x3 legs
Walkway – Reinforced - Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Reinforced Platform I shape-1x4 legs
Walkway – Reinforced - Standard Blocks
Full detail for Civil Report
Platform ( 1 access )
Straight
Single (1xN Columns)
Advanced Reinforced Platform I shape-1x5 legs
File name: PDMS guide_03.doc
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Sheet
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Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 4exits - 1x2 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 4exits - 1x3 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 4exits - 1x4 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 4exits - 1x5 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 6exits - 1x2 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 6exits - 1x3 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 6exits - 1x4 legs
Walkway – Reinforced - Build piece by piece
Full detail
Walkway Main Platform
Advanced Reinforced Platform 6exits - 1x5 legs
File name: PDMS guide_03.doc
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PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
Company doc. no.:
Sheet
96
Platform on structure
Platform
Style 1 (External handrails)
Platform 4exits
Platform on structure
Platform
Style 1 (External handrails)
Platform 2exits
Platform on structure
Platform
Style 2 (Internal handrails)
Platform 4exits
Platform on structure
Platform
Style 2 (Internal handrails)
Platform 2exits
Platform on structure
Ladder
Ladder - Front exit
Platform on structure
Ladder
Ladder - Right exit
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of
203
Platform on structure
Ladder
Ladder - Left exit
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DOCUMENT TITLE
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Rev.:
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Sheet
97
of
Platform on structure
Ladder
Ladder - Front exit - Gage
Platform on structure
Ladder
Ladder - Right exit - Gage
Platform on structure
Ladder
Ladder - Back exit - Gage
Platform on structure
Ladder
Ladder - Front exit - Two Level
File name: PDMS guide_03.doc
203
Platform on structure
Ladder
Ladder - Left exit - Gage
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Sheet
98
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Platform on structure
Ladder
Ladder - Right exit - Two Level
Platform on structure
Ladder
Ladder - Left exit - Two Level
Platform on structure
Ladder
Ladder - Back exit - Two Level
Platform on structure
Handrail
Handrail
Platform on structure
Handrail
Handrail Gate - Inside - Right
Platform on structure
Handrail
Handrail Gate - Inside - Left
File name: PDMS guide_03.doc
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PROJECT TITLE
DOCUMENT TITLE
Contractor doc. no.:
Rev.:
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Sheet
99
Platform on structure
Handrail
Handrail Gate - Outside - Right
Platform on structure
Handrail
Handrail Gate - Outside - Left
Platform on structure
Stair
Platform Access Stair - Right
Platform on structure
Stair
Platform Access Stair - Left
of
203
1.25.3 WALKWAY & PLATFORM – SUBE specification
Specification structure for SUBE elements
Walkway / Platform / Stair / Ladder
Foundation
Foundation
No Foundation
Walkway - Build piece by piece / Walkway Main Platform
1st Termination
None
End Close
Extended End Close
End Reducing - Left
End Reducing - Right
End for Lateral Ladder - Left
End for Lateral Ladder - Right
Bridge Connection
2nd Termination
None
End Close
Extended End Close
End Reducing - Left
End Reducing - Right
End for Lateral Ladder - Left
End for Lateral Ladder - Right
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Bridge Connection
Platform on structure / Platform
1st Exit Termination
None
End Closed
End Lateral - Left
End Lateral - Right
End Tee
End - 1 exits
End - 2 exits
End - 3 exits
2nd Exit Termination
None
End Closed
End Lateral - Left
End Lateral - Right
End Tee
End - 1 exits
End - 2 exits
End - 3 exits
Frame
None
Frame H section
SUBE elements
Foundation
No Foundation
File name: PDMS guide_03.doc
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
End Close
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
Extended End Close
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DOCUMENT TITLE
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Rev.:
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Sheet
101
of
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
End Reducing - Left
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
End Reducing - Right
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
End for Lateral Ladder - Right
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
Bridge Connection
Platform on structure
Platform
1st Termination / 2nd Termination
End Close
Platform on structure
Platform
1st Termination / 2nd Termination
End Lateral - Left
File name: PDMS guide_03.doc
203
Walkway - Build piece by piece
Walkway Main Platform
1st Termination / 2nd Termination
End for Lateral Ladder - Left
Platform on structure
Platform
1st Termination / 2nd Termination
End Lateral - Right
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DOCUMENT TITLE
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Sheet
102
of
Platform on structure
Platform
1st Termination / 2nd Termination
End Tee
Platform on structure
Platform
1st Termination / 2nd Termination
End - 1 exits
Platform on structure
Platform
1st Termination / 2nd Termination
End - 3 exits
Platform on structure
Platform
Frame
Frame H section
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203
Platform on structure
Platform
1st Termination / 2nd Termination
End - 2 exits
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1.25.4 WALKWAY & PLATFORM – combinations
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1.26 TANK STAIR Modelling
1.26.1 TANK STAIR – EQUI specification
‘Tank Stair’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Tank Stair
Fixed Roof Tank
Clockwise spiral stair
Tank Stair
Tank Stair - one intermediate platform
Tank Stair - two intermediate platform
Counterclockwise spiral stair
Tank Stair
Tank Stair - one intermediate platform
Tank Stair - two intermediate platform
Ladder
Tank Ladder
Tank Ladder - one intermediate platform
Tank Ladder - two intermediate platform
Floating Roof Tank
Clockwise spiral stair
Tank Stair
Tank Stair - one intermediate platform
Tank Stair - two intermediate platform
Counterclockwise spiral stair
Tank Stair
Tank Stair - one intermediate platform
Tank Stair - two intermediate platform
Circular Platform
Primary Wind Girder - Access Clockwise
Primary Wind Girder - Access Counterclockwise
Primary Wind Girder - Sector
Primary Wind Girder - Enlarged Sector
Primary Wind Girder - Full Ring
Roof Access
Platform with ladder CW
Platform with ladder CCW
Platform with stair CW
Platform with stair CCW
EQUI elements
Fixed Roof Tank
Clockwise spiral stair
Tank Stair
File name: PDMS guide_03.doc
Fixed Roof Tank
Clockwise spiral stair
Tank Stair - one intermediate platform
Fixed Roof Tank
Clockwise spiral stair
Tank Stair - two intermediate platform
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Fixed Roof Tank
Counterclockwise spiral stair
Tank Stair
Fixed Roof Tank
Counterclockwise spiral stair
Tank Stair - one intermediate platform
Fixed Roof Tank
Counterclockwise spiral stair
Tank Stair - two intermediate platform
Fixed Roof Tank
Ladder
Tank Ladder
Fixed Roof Tank
Ladder
Tank Ladder - one intermediate platform
Fixed Roof Tank
Ladder
Tank Ladder - two intermediate platform
Floating Roof Tank
Clockwise spiral stair
Tank Stair
Floating Roof Tank
Clockwise spiral stair
Tank Stair - one intermediate platform
Floating Roof Tank
Clockwise spiral stair
Tank Stair - two intermediate platform
File name: PDMS guide_03.doc
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Floating Roof Tank
Counterclockwise spiral stair
Tank Stair
Floating Roof Tank
Counterclockwise spiral stair
Tank Stair - one intermediate platform
Floating Roof Tank
Counterclockwise spiral stair
Tank Stair - two intermediate platform
Floating Roof Tank
Circular Platform
Primary Wind Girder - Access Clockwise
Floating Roof Tank
Circular Platform
Primary Wind Girder - Access Counterclockwise
Floating Roof Tank
Circular Platform
Primary Wind Girder - Sector
Floating Roof Tank
Circular Platform
Primary Wind Girder – Enlarged Sector
Floating Roof Tank
Circular Platform
Primary Wind Girder - Full Ring
Floating Roof Tank
Roof Access
Platform with ladder CW
Floating Roof Tank
Roof Access
Platform with ladder CCW
Floating Roof Tank
Roof Access
Platform with stair CW
Floating Roof Tank
Roof Access
Platform with stair CCW
File name: PDMS guide_03.doc
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1.26.2 TANK STAIR / FIXED ROOF – SUBE specification
Specification structure for SUBE elements
Clockwise spiral stair / Tank Stair
Clockwise spiral stair / Tank Stair - one intermediate platform
Clockwise spiral stair / Tank Stair - two intermediate platform
Counterclockwise spiral stair / Tank Stair
Counterclockwise spiral stair / Tank Stair - one intermediate platform
Counterclockwise spiral stair / Tank Stair - two intermediate platform
Ladder / Tank Ladder
Ladder / Tank Ladder - one intermediate platform
Ladder / Tank Ladder - two intermediate platform
Tank Top Platform
Handrail
Ring Platform
Ring Platform + Top Platform
Sector Platform + Top Platform
2 Sector Platforms + Top Platform
Sector Platform
Sector Platform + Exit
None
Clockwise spiral stair / Tank Stair
Clockwise spiral stair / Tank Stair - one intermediate platform
Clockwise spiral stair / Tank Stair - two intermediate platform
Counterclockwise spiral stair / Tank Stair
Counterclockwise spiral stair / Tank Stair - one intermediate platform
Counterclockwise spiral stair / Tank Stair - two intermediate platform
Tank Support
Brackets
No Support
SUBE elements
Tank Top Platform
Handrail
Tank Top Platform
Ring Platform
Tank Top Platform
Ring Platform + Top Platform
Tank Top Platform
Sector Platform + Top Platform
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Tank Top Platform
2 Sector Platforms + Top Platform
Tank Top Platform
Sector Platform
Tank Top Platform
Sector Platform + Exit
Tank Top Platform
None
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1.26.3 TANK STAIR / FLOATING ROOF – combinations
Clockwise spiral stair
Tank Stair
+
Circular Platform
Primary Wind Girder - Access Clockwise
+
Circular Platform
Primary Wind Girder – Sector
+
Circular Platform
Primary Wind Girder – Enlarged Sector
+
Circular Platform
Primary Wind Girder – Sector
+
Roof Access
Platform with ladder CW
Counterclockwise spiral stair
Tank Stair
+
Circular Platform
Primary Wind Girder - Access
Counterclockwise
+
Circular Platform
Primary Wind Girder – Sector
+
Circular Platform
Primary Wind Girder – Enlarged Sector
+
Circular Platform
Primary Wind Girder – Sector
+
Roof Access
Platform with ladder CCW
File name: PDMS guide_03.doc
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DOCUMENT TITLE
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Rev.:
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110
of
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Clockwise spiral stair
Tank Stair - two intermediate platform
+
Circular Platform
Primary Wind Girder - Access Clockwise
+
Circular Platform
Primary Wind Girder – Sector
+
Circular Platform
Primary Wind Girder – Enlarged Sector
+
Circular Platform
Primary Wind Girder – Sector
+
Roof Access
Platform with stair CW
File name: PDMS guide_03.doc
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1.27 VESSEL PLATFORM Modelling
1.27.1 VESSEL PLATFORM – EQUI specification
‘Vessel Platform’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Vessel Platform
Horizontal vessel
Horizontal Vessel Platform - Lateral access - 3 supports
Horizontal Vessel Platform - Lateral access - 4 supports
Horizontal Vessel Platform - Lateral access - 5 supports
Horizontal Vessel Platform - Lateral access - N.supports
Horizontal Vessel Platform - Front access - 3 supports
Horizontal Vessel Platform - Front access - 4 supports
Horizontal Vessel Platform - Front access - 5 supports
Horizontal Vessel Platform - Front access - N.supports
Vertical vessel
Vertical Vessel - Top Platform - Front Access
Vertical Vessel - Top Platform - Right Access
Vertical Vessel - Top Platform - Left Access
VESSEL PLATFORM / EQUI elements
Horizontal vessel
Horizontal Vessel Platform - Lateral access
3 supports
Horizontal vessel
Horizontal Vessel Platform - Lateral access
4 supports
Horizontal vessel
Horizontal Vessel Platform - Lateral access
5 supports
Horizontal vessel
Horizontal Vessel Platform - Lateral access
N.supports
Horizontal vessel
Horizontal Vessel Platform - Front access
3 supports
Horizontal vessel
Horizontal Vessel Platform - Front access
4 supports
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Horizontal vessel
Horizontal Vessel Platform - Front access
5 supports
Horizontal vessel
Horizontal Vessel Platform - Front access
N.supports
Vertical vessel
Vertical Vessel - Top Platform - Front Access
Vertical vessel
Vertical Vessel - Top Platform - Right Access
File name: PDMS guide_03.doc
Vertical vessel
Vertical Vessel - Top Platform - Left Access
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1.28 COLUMN CIRCULAR PLATFORM Modelling
1.28.1 COLUMN CIRCULAR PLATFORM – EQUI specification
‘Circular Platform’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Circular Platform
Circular Platform - Right Type
Circular Platform - Left Type
Circular Platform - Sector
EQUI elements
Circular Platform - Right Type
Circular platform with gaged accessing ladder.
Ladder exit on the right side.
Circular Platform - Left Type
Circular platform with gaged accessing ladder.
Ladder exit on the left side.
Circular Platform – Sector
Simple circular sector to be use to compose
more complex combinations.
Few elements are present in specification. Complex structures can be produced combining basic
elements and selecting proper sube-equipment.
1.28.2 COLUMN CIRCULAR PLATFORM – SUBE specification
Specification structure for SUBE elements
Circular Platform - Right Type
Circular Platform - Left Type
Exit Termination
End Open
End Close
End Reducing
Ladder
Single Exit
Both Side Exit
Two Level Exit
Both Side Two Level Exit
No Ladder
Circular Platform - Sector
Support
Brackets
1st Exit Termination
End Open
End Close
End Reducing
2nd Exit Termination
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End Close
End Reducing
Support
Brackets
1.28.3 COLUMN CIRCULAR PLATFORM – combinations
Circular Platform - Right Type
Exit Termination
End Close
Ladder
Both Side Exit
Support
Brackets
+
Circular Platform - LEFT Type
Exit Termination
End Close
Ladder
No Ladder
Support
Brackets
Circular Platform - Right Type
Exit Termination
End Close
Ladder
Two Level Exit
Support
Brackets
+
Circular Platform - Right Type
Exit Termination
End Close
Ladder
No Ladder
Support
Brackets
Circular Platform - Right Type
Exit Termination
End Close
Ladder
Both Side Two Level Exit
Support
Brackets
+
Circular Platform - Right Type
Exit Termination
End Close
Ladder
No Ladder
Support
Brackets
+
Circular Platform - LEFT Type
Exit Termination
End Close
Ladder
No Ladder
Support
Brackets
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Circular Platform - Right Type
Exit Termination
End Open
Ladder
Single Exit
Support
Brackets
+
Circular Platform - Sector
1st Exit Termination End Reducing
2nd Exit Termination End Reducing
Support
Brackets
+
Circular Platform - Sector
1st Exit Termination End Open
2nd Exit Termination End Close
Support
Brackets
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1.29 TOWER STAIR Modelling
1.29.1 TOWER STAIR – EQUI specification
‘TOWER STAIR’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Tower Stair
Clockwise
Tower Stair - 3 levels
Tower Stair - 4 levels
Tower Stair - 5 levels
Tower Stair - 6 levels
CounterClockwise
Tower Stair - 3 levels
Tower Stair - 4 levels
Tower Stair - 5 levels
Tower Stair - 6 levels
TOWER STAIR / EQUI elements
Clockwise
Tower Stair - 3 levels
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Tower Stair - 4 levels
Clockwise
Tower Stair - 5 levels
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Clockwise
Tower Stair - 6 levels
CounterClockwise
Tower Stair - 3 levels
CounterClockwise
Tower Stair - 5 levels
CounterClockwise
Tower Stair - 6 levels
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Tower Stair - 4 levels
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1.29.2 TOWER STAIR – SUBE specification
Specification structure for SUBE elements
Tower Stair
Basement
Foundation
Base plates
‘Last’ Platform
Left Exit
Right Exit
1st Stair
BottomFlight
‘Nth’ Stair
TopFlight
SUBE elements
Basement
Base plates
‘Last’ Platform
Left Exit
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‘Last’ Platform
Right Exit
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1.30 FOUNDATION Modelling
1.30.1 FOUNDATION – EQUI specification
‘Foundation’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Foundation
Single
General Foundation - Rectangular
General Foundation - Rectangular - 2 pedestals
General Foundation - Rectangular - 2 pedestals - single slub
General Foundation - Octagonal
General Foundation - Rectangular Ring
Pattern
Foundation Pattern - Max2x2
Foundation Pattern - Max3x3
Foundation Pattern - Max4x4
Foundation Pattern - Max5x5
Foundation Pattern - Max10x10
General Foundation - Custom – Max 5 pedestals
General Foundation - Custom – Max 10 pedestals
FOUNDATION / EQUI elements
Foundation
Single
General Foundation - Rectangular
Foundation
Single
General Foundation - Rectangular - 2 pedestals
Foundation
Single
General Foundation - Rectangular - 2 pedestals
- single slub
Foundation
Single
General Foundation - Octagonal
Foundation
Single
General Foundation - Rectangular Ring
Foundation
Single
Foundation Pattern - Max2x2
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Foundation
Pattern
Foundation Pattern - Max3x3
Foundation
Pattern
Foundation Pattern - Max4x4
Foundation
Pattern
Foundation Pattern - Max5x5
Foundation
Pattern
Foundation Pattern - Max10x10
Foundation
Pattern
General Foundation - Custom – Max 5
pedestals
Foundation
Pattern
General Foundation - Custom – Max 10
pedestals
1.30.2 FOUNDATION – SUBE specification
Specification structure for SUBE elements
General Foundation - Rectangular
Curb
No Curb
Curb
Piles
No Piles
Square Piles - 2x1 pattern
Square Piles - 2x2 pattern
Square Piles - 2x3 pattern
Circular Piles - 4+3+4 pattern
General Foundation - Rectangular - 2 pedestals
Curb
No Curb
Curb
Piles
No Piles
Square Piles - 2x1 pattern
General Foundation - Rectangular - 2 pedestals - single slub
Curb
No Curb
Curb
Curb (Center)
Piles
No Piles
Square Piles - 2x1 pattern
Square Piles - 2x2 pattern
General Foundation - Octagonal
Piles
No Piles
Square Piles - circular pattern
General Foundation - Custom - Max 5 pedestals
1 Pedestal
Yes
No
2 Pedestal
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No
3 Pedestal
Yes
No
4 Pedestal
Yes
No
5 Pedestal
Yes
No
Piles
No Piles
Square Piles - 2x1 pattern
Square Piles - 2x2 pattern
General Foundation - Custom - Max 10 pedestals
1 Pedestal
Yes
No
2 Pedestal
Yes
No
3 Pedestal
Yes
No
4 Pedestal
Yes
No
5 Pedestal
Yes
No
6 Pedestal
Yes
No
7 Pedestal
Yes
No
8 Pedestal
Yes
No
9 Pedestal
Yes
No
10 Pedestal
Yes
No
Piles
No Piles
Square Piles - 2x1 pattern
Square Piles - 2x2 pattern
Foundation Pattern - Max2x2
Piles
No Piles
Square Piles - 2 pattern
Foundation Pattern - Max3x3
Piles
No Piles
Square Piles - 2 pattern
Foundation Pattern - Max4x4
Piles
No Piles
Square Piles - 2 pattern
Foundation Pattern - Max5x5
Piles
Foundation Pattern - Max10x10
Piles
No Piles
Square Piles - 2 pattern
No Piles
Square Piles - 2 pattern
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SUBE elements
General Foundation – Rectangular
Curb
Curb
General Foundation – Rectangular
Piles
Square Piles - 2x1 pattern
General Foundation – Rectangular
Piles
Square Piles - 2x3 pattern
General Foundation – Rectangular
Piles
Circular Piles - 4+3+4 pattern
General Foundation - Rectangular - 2 pedestals
Curb
Curb
General Foundation - Rectangular - 2 pedestals
Piles
Square Piles - 2x1 pattern
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General Foundation – Rectangular
Piles
Square Piles - 2x2 pattern
General Foundation - Rectangular - 2 pedestals single slub
Curb
Curb
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General Foundation - Rectangular - 2 pedestals single slub
Curb
Curb (Center)
General Foundation - Rectangular - 2 pedestals single slub
Piles
Square Piles - 2x1 pattern
General Foundation - Rectangular - 2 pedestals single slub
Piles
Square Piles - 2x2 pattern
General Foundation – Octagonal
Piles
Square Piles - circular pattern
General Foundation - Custom - Max 5 pedestals
Piles
Square Piles - 2x1 pattern
General Foundation - Custom - Max 5 pedestals
Piles
Square Piles - 2x2 pattern
General Foundation - Custom - Max 10
pedestals
Piles
Square Piles - 2x1 pattern
General Foundation - Custom - Max 10
pedestals
Piles
Square Piles - 2x2 pattern
Foundation Pattern - Max2x2
Piles
Square Piles - 2 pattern
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Piles
Square Piles - 2 pattern
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Square Piles - 2 pattern
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Foundation Pattern – Max5x5
Piles
Square Piles - 2 pattern
Foundation Pattern – Max10x10
Piles
Square Piles - 2 pattern
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1.31 ROAD modelling
1.31.1 ROAD – EQUI specification
‘Road’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Road
Straight
Straight Road
Elbow
Elbow
Elbow - Square
Elbow - Reducing
Elbow - Reducing Square
Tee
Tee
Tee - Angle
Tee - Reducing
Tee - Terminal
Tee - Elbow RH
Tee - Elbow LH
Olet
Olet - Terminal
Olet - Corner/Right
Olet - Corner/Left
Cross
Cross
Reducer
Reducer - Right
Reducer - Left
Square
Square - Front Access
Square - Lateral Access (right)
Square - Lateral Access (left)
Square - Angle
Underpass
Piping Underpass
Piping Underpass / Slab Type
Guard-rail
Guard-rail - Straight
Guard-rail - Inside radius
Guard-rail - Outside radius
Bollard - Type 01
Embankment
Embankment - Straight
Embankment - Outside radius
Embankment - Inside radius
Embankment - Straight - Slope
Embankment - Straight - Slope Inverted
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ROAD / EQUI elements
Straight
Straight Road
Elbow
Elbow
Elbow
Elbow - Square
Elbow
Elbow - Reducing
Elbow
Elbow - Reducing Square
Tee
Tee
Tee
Tee - Angle
Tee
Tee - Reducing
Tee
Tee - Terminal
Tee
Tee - Elbow RH
Tee
Tee - Elbow LH
Tee
Olet
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Tee
Olet - Terminal
Tee
Olet - Corner/Right
Tee
Olet - Corner/Left
Cross
Cross
Reducer
Reducer - Right
Reducer
Reducer - Left
Square
Square - Front Access
Square
Square - Lateral Access (right)
Square
Square - Lateral Access (left)
Square
Square - Angle
Underpass
Piping Underpass
Underpass
Piping Underpass / Slab Type
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Guard-rail
Guard-rail - Straight
Guard-rail
Guard-rail - Inside radius
Guard-rail
Guard-rail - Outside radius
Guard-rail
Bollard - Type 01
Embankment
Embankment - Straight
Embankment
Embankment - Outside radius
Embankment
Embankment - Inside radius
Embankment
Embankment - Straight - Slope
Embankment
Embankment - Straight - Slope Inverted
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1.32 BOUNDARY Modelling
1.32.1 BOUNDARY – EQUI specification
‘Boundary’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Boundary
Fence
Type01
Fence
Gate - 2 Leafs
Gate - 1 Leaf - Right
Gate - 1 Leaf - Left
Type02
Fence
Vehicle Gate
Personnel Gate - Right
Personnel Gate - Left
Type03
Fence
Vehicle Gate
Personnel Gate - Right
Personnel Gate - Left
Fence ( slope option )
Sliding Gate
Sliding Gate
Turnstile
Turnstile
Drop Arm Barrier
Drop Arm Barrier
T-Wall
Type01
T-Wall
Bund Wall
Bund Wall
Bund Wall / Trasition
Anti-ram Ditch
Anti-ram Ditch
Anti-ram Ditch ( 2 slopes option )
Anti-ram Ditch ( one side only )
BOUNDARY / EQUI elements
Fence
Type01
Fence
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Fence
Type01
Gate - 2 Leafs
Fence
Type01
Gate - 1 Leaf - Right
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Fence
Type01
Gate - 1 Leaf - Left
Fence
Type02
Fence
Fence
Type02
Vehicle Gate
Fence
Type02
Personnel Gate - Right
Fence
Type02
Personnel Gate - Left
Fence
Type03
Fence
Fence
Type03
Vehicle Gate
Fence
Type03
Personnel Gate - Right
Fence
Type03
Personnel Gate - Left
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Fence
Type03
Fence ( slope option )
Fence
Sliding Gate
Sliding Gate
Fence
Drop Arm Barrier
Drop Arm Barrier
T-Wall
Type01
T-Wall
Bund Wall
Bund Wall
Bund Wall
Bund Wall / Trasition
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Fence
Turnstile
Turnstile
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Anti-ram Ditch
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Anti-ram Ditch
Anti-ram Ditch ( 2 slopes option )
Anti-ram Ditch
Anti-ram Ditch ( one side only )
1.32.2 BOUNDARY – SUBE specification
Specification structure for SUBE elements
Sliding Gate
Barbed Wire
None
Barbed Wire - V-Shape
T-Wall
Barbed Wire
None
Barbed Wire - V-Shape
SUBE elements
T-Wall
Barbed Wire
Barbed Wire - V-Shape
Sliding Gate
Barbed Wire
Barbed Wire - V-Shape
1.32.3 BOUNDARY – combinations
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1.33 DYKE Modelling
1.33.1 DYKE – EQUI specification
‘Dyke’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Dike
Dike Wall
Dike
DYKE / EQUI elements
Dike Wall
Dike
1.33.2 DYKE – SUBE specification
Specification structure for SUBE elements
Dike Wall
Paved Area
No Paving
Paving
SUBE elements
Dike Wall
Paved Area
Paving
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1.34 PAVED AREA Modelling
1.34.1 PAVED AREA – EQUI specification
‘Paved Area’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Paved Area
Paved Area - Square
Paved Area - L Shape
Paved Area - Branch
Concrete Stair
PAVED AREA / EQUI elements
Paved Area
Paved Area - Square
Paved Area
Paved Area - L Shape
Paved Area
Paved Area - Branch
Paved Area
Concrete Stair
1.34.2 PAVED AREA – SUBE specification
Specification structure for SUBE elements
Paved Area - Square
Paved Area - L Shape
Paved Area - Branch
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Piles
No Piles
Square Piles – Max 5x5 pattern
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SUBE elements
Paved Area
Piles
Square Piles – Max 5x5 pattern
1.34.3 PAVED AREA – combinations
Paved Area
Paved Area – Square
+
Paved Area
Concrete Stair
Paved Area
Paved Area – Square
+
Paved Area
Paved Area - Branch
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1.35 PIT Modelling
1.35.1 PIT Modelling – Philosophy
Pits can be modelled with basic or advanced templates. Basic templates have only a graphical
purpose, a Basic Pit is just a box that can be used in different situations, it can be a small pit or a
pool. Advanced templates are created for specific purpose, they can interact with pipes or they can be
combined together to build a web. They work with complex macros and special reports can be
extracted.
Basic pit templates are: Basic Pit, Waste Pit and Burning Pit.
Advanced pit templates are: Advanced Pit, Clean Out Pit and Storm Water Pit.
1.35.2 PIT – EQUI specification
‘Pit’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Pit
Basic Pit
Pit
Waste Pit
Advanced Pit
Pit
Clean Out Pit
Storm water Pit
Pit
Drainage Channel
Burning Pit
Burning Pit
Basic Pit
Pit
Basic Pit
Waste Pit
Advanced Pit
Pit
Advanced Pit
Clean Out Pit
Storm water Pit
Pit
Storm water Pit
Drainage Channel
PIT / EQUI elements
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Burning Pit
Burning Pit
1.35.3 PIT – SUBE specification
Specification structure for SUBE elements
Advanced Pit / Pit
North
Hole
East
Hole
South
Hole
West
Hole
Steps
None
North
East
South
West
Cover
Cover B2
Cover B4
None
Storm water Pit / Pit
North
Connecting Pipe
East
Connecting Pipe
South
Connecting Pipe
West
Connecting Pipe
Steps
None
North
East
South
West
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SUBE elements
North / East / South / West
Hole
Steps
North / East / South / West
Cover
Cover B2
Cover
Cover B4
North / East / South / West
Connecting Pipe
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1.35.4 PIT – combinations
Advanced Pit / Pit
North
Hole
East
Hole
South
Hole
West
Hole
Steps
West
Storm water Pit
East
Connecting Pipe
+
Storm water Pit
South
Connecting Pipe
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1.36 STORM DRAINAGE Modelling
1.36.1 STORM DRAINAGE – EQUI specification
‘Storm Drainage’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Perforated Dreinage Pipe
Perforated Drainage Pipe - Straight
Perforated Drainage Pipe - Inside Elbow (4) - Right
Perforated Drainage Pipe - Inside Elbow (4) - Left
Perforated Drainage Pipe - Outside Elbow (6) - Right
Perforated Drainage Pipe - Outside Elbow (6) - Left
Perforated Drainage Pipe - Outside Elbow (4) - Right
Perforated Drainage Pipe - Outside Elbow (4) - Left
Perforated Drainage Pipe - Straight - Concrete box
Pit - Storm water
Dreinage Channel
Storm Drainage Line - Channel
STORM DRAINAGE / EQUI elements
Perforated Dreinage Pipe
Perforated Drainage Pipe - Straight
Perforated Dreinage Pipe
Perforated Drainage Pipe - Inside Elbow (4) Right
Perforated Dreinage Pipe
Perforated Drainage Pipe - Inside Elbow (4) Left
Perforated Dreinage Pipe
Perforated Drainage Pipe - Outside Elbow (6) Right
Perforated Dreinage Pipe
Perforated Drainage Pipe - Outside Elbow (6) Left
Perforated Dreinage Pipe
Perforated Drainage Pipe - Outside Elbow (4) Right
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Perforated Dreinage Pipe
Perforated Drainage Pipe - Outside Elbow (4) –
Left
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Perforated Dreinage Pipe
Perforated Drainage Pipe - Straight - Concrete
box
Perforated Dreinage Pipe
Pit - Storm water
Dreinage Channel
Storm Drainage Line - Channel
1.36.2 STORM DRAINAGE – combinations
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1.37 CULVERT Modelling
1.37.1 CULVERT – EQUI specification
‘Culvert’ specification is part of ‘Standard Civil Equipment’ specification.
Specification structure for EQUI elements
Culvert
Culvert
Culvert (1 partition)
Culvert (2 partitions)
Culvert for Cables
CULVERT / EQUI elements
Culvert
Culvert (1 partition)
Culvert (2 partitions)
Culvert for Cables
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Culvert for Cables (variable partition wall thk.)
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1.37.2 CULVERT – SUBE specification
Specification structure for SUBE elements
Culvert
Culvert (1 partition)
Culvert (2 partitions)
Culvert for Cables
Cover
Cover
1.37.3 CULVERT – combinations
Culvert
Culvert for Cables
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1.38 ELE&ICT Modelling
1.38.1 ELE&ICT – EQUI specification
Specification structure for EQUI elements
Standard Ele-Ict Equipment
Junktion Box with Support
Type_S1-C
Type_S001
Type_S13
General JB - Single
Lighting
Road Light
Lighting Pole Type 2
Lighting Pole Type 1
LightingPole Type 3 (LUKOIL)
LightingPole Type 4 (LUKOIL)
Socket
Welding Receptacle Type 1 (LUKOIL)
Distribution Panel
Distribution Panel Board - Type 1 (LUKOIL)
Cable Trench
Cable trench Type A
Cable trench Type B1
Cable trench Type B2
Cable trench Type D
Pit for electrical cable routing
CCTV
CameraPole Type 1 (LUKOIL)
Junktion Box with Support
Type_S1-C
Junktion Box with Support
Type_S001
Junktion Box with Support
Type_S13
Junktion Box with Support
General JB - Single
Lighting
Road Light
Lighting
Lighting Pole Type 2
ELE&ICT / EQUI elements
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Lighting
Lighting Pole Type 1
Lighting
LightingPole Type 3 (LUKOIL)
Socket
Welding Receptacle Type 1 (LUKOIL)
Distribution Panel
Distribution Panel Board - Type 1 (LUKOIL)
Cable Trench
Cable trench Type A
Cable Trench
Cable trench Type B1
File name: PDMS guide_03.doc
Lighting
LightingPole Type 4 (LUKOIL)
Cable Trench
Cable trench Type B2
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Cable trench Type D
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Cable Trench
Pit for electrical cable routing
CCTV
CameraPole Type 1 (LUKOIL)
1.38.2 ELE&ICT – SUBE specification
Specification structure for SUBE elements
Type_S1-C
Foundation
Foundation
None
Pipe
2 Indicator
3 Indicator
Shelter
Shelter
None
Type_S001
Foundation
Foundation
None
Shelter
Shelter
None
Type_S13
Foundation
Single Foundation
Splitted Foundations
Base Plates
Junction Box
JB 1x / Left
JB 1x / Right
JB 2x / Left
JB 2x / Right
JB Regular Pattern
Foundation
Foundation
None
General JB - Single
Foundation
Foundation
Shelter
Shelter
None
Lighting Pole Type 2
Number of lights
1
2
4
Foundation
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Foundation
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Lighting Pole Type 1
Foundation
Foundation
Lighting Pole Type 3
Foundation
Foundation
Handrail Connection
No Foundation
Lighting Pole Type 4
Foundation
Foundation
Base plate
Handrail Connection
Structure Connection
No Foundation
Socket
Foundation
Foundation
Distribution Panel
Foundation
Foundation
Sunshade
Sunshade
North Hole
No hole
Pit for electrical cable routing
Hole
West Hole
No hole
Hole
East Hole
No hole
Hole
South Hole
No hole
Hole
CameraPole Type 1 (LUKOIL)
Foundation
Foundation
Base Plate
Camera
Fixed Camera
2 Fixed Cameras
3 Fixed Cameras
PTZ Camera
PTZ Camera + Fixed Camera
Junction Box
None
Junction Box
SUBE elements
Type_S1-C
Pipe
2 Indicator
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Type_S1-C
Pipe
3 Indicator
Type_S1-C
Shelter
None
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Type_S001
Shelter
None
Type_S13
Junction Box
JB 1x / Left
Type_S13
Junction Box
JB 1x / Right
Type_S13
Junction Box
JB 2x / Left
Type_S13
Junction Box
JB 2x / Right
Type_S13
Junction Box
JB Regular Pattern
General JB – Single
Shelter
Shelter
General JB – Single
Shelter
None
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Lighting Pole Type 2
Number of lights
1
Lighting Pole Type 2
Number of lights
2
Lighting Pole Type 2
Number of lights
4
Lighting Pole Type 2
Foundation
Foundation
Lighting Pole Type 2
Foundation
Handrail Connection
Lighting Pole Type 2
Foundation
No Foundation
Lighting Pole Type 3
Foundation
Foundation
Lighting Pole Type 3
Foundation
Base plate
Lighting Pole Type 3
Foundation
Handrail Connection
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Lighting Pole Type 3
Foundation
Structure Connection
Pit for electrical cable routing
North Hole / West Hole / East Hole / South Hole
Hole
CameraPole Type 1 (LUKOIL)
Foundation
Foundation
File name: PDMS guide_03.doc
CameraPole Type 1 (LUKOIL)
Foundation
Base Plate
CameraPole Type 1 (LUKOIL)
Camera
Fixed Camera
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CameraPole Type 1 (LUKOIL)
Camera
2 Fixed Cameras
152
CameraPole Type 1 (LUKOIL)
Camera
3 Fixed Cameras
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203
CameraPole Type 1 (LUKOIL)
Camera
PTZ Camera
CameraPole Type 1 (LUKOIL)
Camera
PTZ Camera + Fixed Camera
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1.39 HSE Modelling
1.39.1 HSE – EQUI specification
Specification structure for EQUI elements
Standard HSE Equipment
Escape Route
Straight
Arrow
Elbow
Rise
Shower
Shower - type 1
Shower - type 2
Shower - type 3
Fire Fighting
Fire Extinguisher
Fire Extinguisher / Wheeled / CO2 / 45kg
Fire Extinguisher / Wheeled / Dry Powder / 50kg
Fire Extinguisher / Wheeled / Dry Powder
Foam Hose Reel
Cabinet / Fire Extinguisher
Cabinet / Fire Hose
Windsock
Windsock
HSE / EQUI elements
Escape Route
Straight
Escape Route
Arrow
Escape Route
Elbow
Escape Route
Rise
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Shower
Shower - type 1
Shower
Shower - type 2
Shower
Shower - type 3
Fire Fighting
Fire Extinguisher
Fire Fighting
Fire Extinguisher / Wheeled / CO2 / 45kg
Fire Fighting
Fire Extinguisher / Wheeled / Dry Powder /
50kg
Fire Fighting
Fire Extinguisher / Wheeled / Dry Powder
Fire Fighting
Foam Hose Reel
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Cabinet / Fire Extinguisher
155
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Fire Fighting
Cabinet / Fire Hose
Windsock
Windsock
1.39.2 HSE / Escape Route – combinations
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1.40 MISCELLANIA Modelling
1.40.1 MISCELLANIA – EQUI specification
Specification structure for EQUI elements
Standard MISCELLANIA
Equipment
Car
Car 01
Van 01
Crane
Truck Crane 01
Crane (300T)
Crane (800T)
Excavator
Excavator 01
Forklift
Forklift 01
Forklift 02
Helicopter
Helicopter
Man
Man 01
Man 02
Man 03
Portable step
Access Ladder
NG Type(30)
NG Type(70)
G Type(2DAN)
G Type(4DAN)
LMG Type
AM Type
JM Type
WSS Type
Manual mobile working Platform
Electric mobile working Platform
Truck
Truck - 9.7m
Truck with wagon
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MISCELLANIA / EQUI elements
Car
Car 01
Car
Van 01
Crane
Truck Crane 01
Crane
Crane (300T)
Excavator
Excavator 01
Helicopter
Helicopter
File name: PDMS guide_03.doc
Crane
Crane (800T)
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Forklift
Forklift 01
Forklift
Forklift 02
Man
Man 01
Man
Man 02
Man
Man 03
Portable step
Access Ladder
Portable step
NG Type(30)
Portable step
NG Type(70)
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Portable step
G Type(2DAN)
Portable step
G Type(4DAN)
Portable step
LMG Type
Portable step
AM Type
Portable step
JM Type
Portable step
WSS Type
Portable step
Manual mobile working Platform
Portable step
Electric mobile working Platform
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Truck - 9.7m
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Truck
Truck with wagon
1.40.2 MISCELLANIA – SUBE specification
Specification structure for SUBE elements
Truck Crane 01
Jib
No
Yes
Truck with wagon
Wagon Type
Wagon 01
Wagon 02
SUBE elements
Truck Crane 01
Jib
Yes
File name: PDMS guide_03.doc
Truck with wagon
Wagon Type
Wagon 01
Truck with wagon
Wagon Type
Wagon 02
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1.41 Piping Assemblies
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2
REPORTING
2.1
PPN reporting
162
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2.1.1 Piping MTO
Piping MTO is usually extracted from PUMA where materials can be easily manipulated, grouped and
filtered. A complex bunch of PDMS macros are aimed to export piping material from PDMS and to
make them importable in PUMA.
A simple report have been anyway prepared to extract basic Piping MTO directly from PDMS with
‘traditional’ method.
To run the report:
1. Access PDMS Design module
2. Open the report PDMS_PIPING_MTO.tmp with
Utilities/Reports/Modify command
3. Set the proper Filename
4. Set the proper Hierarchy
5. Apply
It must be noticed the report has two separated columns
for ‘Unit Weight’ of pipe and ‘Unit Weight’ of fittings.
Similar is for ‘Tube Quantity’ and ‘Fitting Quantity’.
The reason is because parameters to be listed and units
are different.
Bolts are missing. It’s not possible to extract them in
Design module. They can only be extracted in Isodraft
module using Bolt Report command. The output is not
customizable and it’s not compatible with Excel.
type
TUBI
TUBI
TUBI
TUBI
TUBI
TUBI
TUBI
TUBI
TUBI
TUBI
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
FBLI
FBLI
FBLI
FBLI
FLAN
FLAN
FLAN
FLAN
FLAN
FLAN
Bore1 Bore2 Bore3 Description
2"
PIPE ASME B36.10M BE 5.54mm wall thk
2"
PIPE ASME B36.10M BE 8.74mm wall thk NACE MR-0175
2"
PIPE ASME B36.10M BE 8.74mm wall thk NACE MR-0175
3"
PIPE ASME B36.10M BE 5.49mm wall thk
4"
PIPE ASME B36.10M BE 11.13mm wall thk NACE MR-0175
4"
PIPE ASME B36.10M BE 6.02mm wall thk
4"
PIPE ASME B36.10M BE 6.02mm wall thk 3-LAYER(FBE+PP) COATED
6"
PIPE ASME B36.10M BE 7.11mm wall thk
8"
PIPE ASME B36.10M BE 12.7mm wall thk NACE MR-0175
10"
PIPE ASME B36.10M BE 15.09mm wall thk NACE MR-0175
2"
2"
90 ELBOW ASME B16.9 BW 5.54mm wall thk
2"
2"
90 ELBOW ASME B16.9 BW 8.74mm wall thk NACE MR-0175
3"
3"
90 ELBOW ASME B16.9 BW 5.49mm wall thk
4"
4"
90 ELBOW ASME B16.9 BW 11.13mm wall thk NACE MR-0175
4"
4"
90 ELBOW ASME B16.9 BW 6.02mm wall thk
4"
4"
90 ELBOW ASME B16.9 BW 6.02mm wall thk EXT.WRAPPED AT SITE
6"
6"
90 ELBOW ASME B16.9 BW 7.11mm wall thk
8"
8"
90 ELBOW ASME B16.9 BW 12.7mm wall thk NACE MR-0175
10"
10"
90 ELBOW ASME B16.9 BW 15.09mm wall thk NACE MR-0175
2"
2"
BLIND FLANGE ASME B16.5 Class 300 RF NACE MR-0175
3"
3"
BLIND FLANGE ASME B16.5 Class 150 RF
6"
6"
BLIND FLANGE ASME B16.5 Class 150 RF
36"
36"
BLIND FLANGE ASME B16.47 SERIE A Class 300 RF NACE MR-0175
2"
2"
FLANGE WN ASME B16.5 Class 300 RF 5.54mm wall thk
2"
2"
FLANGE WN ASME B16.5 Class 300 RF 8.74mm wall thk NACE MR-0175
2"
2"
FLANGE WN ASME B16.5 Class 300 RF 8.74mm wall thk NACE MR-0175
3"
3"
FLANGE WN ASME B16.5 Class 150 RF 5.49mm wall thk
4"
4"
FLANGE WN ASME B16.5 Class 150 RF 6.02mm wall thk
4"
4"
FLANGE WN ASME B16.5 Class 300 RF 11.13mm wall thk NACE MR-0175
File name: PDMS guide_03.doc
Material
A106 GR.B SMLS
A106 GR.B SMLS
API 5L GR.X60 PSL2 SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A106 GR.B SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A234 GR.WPB SMLS
A105N FRGD.
A105 FRGD.
A105 FRGD.
A105N FRGD.
A105 FRGD.
A105N FRGD.
A350 Gr.LF6 Class 2 FRGD.
A105 FRGD.
A105 FRGD.
A105N FRGD.
Unit Weight (Kg/m) Unit Weight (Kg) Tube Quantity (m) Fitting Quantity (pcs) Weight (Kg)
7.5
6.04
8
45.3
11.1
32.12
22
356.56
11.1
0.4
4
4.44
11.3
79.4
6
897.21
28.3
27.52
16
778.9
16.1
0.25
2
4.02
16.1
30.94
8
498.19
28.3
16.29
3
460.96
64.6
11.69
7
755.27
96
12.24
7
1174.63
0.94
0
8
7.52
1.49
0
16
23.84
2.03
0
4
8.12
7.23
0
6
43.38
3.91
0
2
7.82
3.91
0
5
19.55
10.24
0
2
20.48
31.5
0
3
94.5
60.21
0
3
180.63
3.5
0
2
7
5.5
0
2
11
12
0
1
12
1085
0
1
1085
4
0
2
8
4
0
14
56
4
0
4
16
4.5
0
4
18
7
0
5
35
11
0
20
220
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2.1.2 Piping Insulation MTO
Piping Insulation MTO can’t be extracted with a single report. Three different report have been
created, collected by a single macro that is running all of them in cascade.
The report produced is not listing surfaces, but an MTO of all insulated elements.
This format should be more useful from a constructive point of view.
To run the report:
1. Access PDMS Design module
2. Select a PIPE or ZONE or SITE to report
3. Drag and drop the ‘PPN_InsulationMTO.txt’ macro
in command line
4. Output file is generated in the same folder
The filter used for this report can vary a lot, depending
on the project. In the example the filter is set for all
elements for which Ispec (Insulation Specification)
attribute is compiled. The name of Insulation
Specification is reported as ‘Insulation THK’. In other
situations the filter could be set on surface code
present on line name or a special attribute imported
from Line List. ‘Insulation THK’ value could vary in
accordance.
Type
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
REDUCER
REDUCER
REDUCER
REDUCER
TEE
TEE
TEE
TEE
ELBOW
ELBOW
ELBOW
ELBOW
ELBOW
ELBOW
ELBOW
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
VALVE
VALVE
VALVE
Insulation THK
Size1 (mm) Size2 (mm) Quantity Unit
40mm_FibreGlass
100
787.67 m
50mm_FibreGlass
20
67.24 m
50mm_FibreGlass
100
168.77 m
50mm_FibreGlass
150
202.2 m
50mm_FibreGlass
200
1240.9 m
50mm_FibreGlass
350
33.2 m
60mm_FibreGlass
100
3.95 m
40mm_FibreGlass
100
80
2 pcs
40mm_FibreGlass
150
100
5 pcs
50mm_FibreGlass
200
100
6 pcs
50mm_FibreGlass
200
150
7 pcs
40mm_FibreGlass
50
20
28 pcs
40mm_FibreGlass
100
100
10 pcs
50mm_FibreGlass
20
20
5 pcs
50mm_FibreGlass
150
150
3 pcs
40mm_FibreGlass
100
65 pcs
40mm_FibreGlass
150
15 pcs
50mm_FibreGlass
100
9 pcs
50mm_FibreGlass
150
21 pcs
50mm_FibreGlass
200
118 pcs
60mm_FibreGlass
20
10 pcs
60mm_FibreGlass
100
3 pcs
40mm_FibreGlass
80
4 pcs
40mm_FibreGlass
100
20 pcs
40mm_FibreGlass
150
5 pcs
50mm_FibreGlass
20
3 pcs
50mm_FibreGlass
100
9 pcs
50mm_FibreGlass
150
14 pcs
50mm_FibreGlass
200
73 pcs
60mm_FibreGlass
150
15 pcs
60mm_FibreGlass
350
3 pcs
60mm_FibreGlass
450
5 pcs
40mm_FibreGlass
20
8 pcs
40mm_FibreGlass
80
1 pcs
40mm_FibreGlass
100
10 pcs
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2.1.3 Piping Painting MTO
Piping Painting MTO is a report that can vary massively, depending on the project.
What is provided is a basic example, a starting point to produce the needed output.
To run the report:
1. Access PDMS Design module
2. Open the report ‘PPN_PaintingMTO.tmp’
with Utilities/Reports/Modify command
3. Set the proper Filename
4. Set the proper Filter
5. Set the proper Hierarchy
6. Customize the Columns
7. Apply
In the example the filter is evaluating
‘:UNDERGROUND’ attribute and name of
Insulation Specification. This way only branches
aboveground and not insulated are reported.
SERVICE
Quantity Unit
ATM_vent_to_atmosphere
1.35 sqm
CLD_closed_drain
12.17 sqm
CRD_crude
723.51 sqm
NIT_nitrogen
9.39 sqm
SWA_service_water
11.26 sqm
UTA_plant_air
11.26 sqm
In this example data are grouped by ZONE name.
WBS
1.2
1.2
1.2
1.3
1.3
1.3-7
1.3-7
1.3-7
1.4
1.4
In this other example data are grouped by ‘WBS code’ and
‘Paint Code’.
Paint Code
A
H
J
H
J
A
H
J
A
E
File name: PDMS guide_03.doc
Quantity Unit
136.16 sqm
45.7 sqm
0.97 sqm
975.4 sqm
4.06 sqm
0.95 sqm
420.46 sqm
3.34 sqm
34.81 sqm
203.63 sqm
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2.1.4 Weld report
Piping Welding summary is a complex report. Welds are grouped by material type and weld type.
Quantity is not an estimation based on number of fitting, every connection point is analysed to get the
correct number of welds. A warning is given for terminal welds missing connection.
Extra welds are automatically added for pipe spools longer than 6m.
Report is performed on /PIPING site.
Material Type
CARBON STEEL
CARBON STEEL
CARBON STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
Weld Type Thickness Size
BWD
5.54 2"
BWD
9.27 10"
BWD
9.53 14"
BWD
3.76 8"
BWD
3.91 3/4"
BWD
4.19 10"
BWD
5.54 2"
BWD
8.56 4"
BWD
9.53 12"
BWD
9.53 16"
BWD
9.53 20"
BWD
9.53 24"
BWD
12.7 6"
BWD
15.88 8"
BWD
23.83 12"
BWD
38.1 20"
SWF
3/4"
File name: PDMS guide_03.doc
Quantity Length
48
18.1
1
1.72
4
8.95
1
1.38
53
8.99
4
6.86
180 67.86
10
7.16
11 22.39
1
2.55
23 64.23
14 53.66
388 360.61
208 286.21
179 301.57
89 210.64
1
0.17
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘WeldReport.txt’ macro in
command line
3. Output file is generated in the same folder
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2.1.5 Piping Support List
A Piping Support List contains all the information needed to build each support and to arrange
supported pipes.
An example for a single block is shown in picture.
ITEM
PS-0013
Elevation PipePosition Area
ND
400
Area 11
1
3"
2
3"
3
8"
4
3"
PipeNumber
4"-AA1-003-FO-006-I
3"-AA1-003-DT-002-P
8"-AA1-003-ST-001-I
3"-AA1-003-SC-001-I
SUPPORT TYPE
FR-1
A
SH-1
GU-1
SH-1
SH-1
a
b
1000
c
300
h
300
L
320
ConcreteElevation OPERATING Vertical Load (Kg) HYDRAULIC Vertical Load (Kg)
80
398
551
The first row lists all data for main structural support:
ITEM
Support name
Elevation
Top elevation of support, often indicated as EL. “B” in support drawings.
It’s anyway the elevation at which below listed pipes are rested.
Area
Number of General Arrangement drawing where the support is visible.
While dimensions of support are all readable in Support List, it’s position and
orientation is coming from General Arrangement.
SUPPORT
Code of Standard Piping Support drawing.
In the example ‘FR-1’ is the code for the support described as ‘REINFORCED
FRAME ON CONCRETE’. The related drawing is attached below.
TYPE
Select the type on ‘SELECTION & LOADS TABLE’ of support drawing.
This value defines all steel profiles and base plates dimensions. The allowable
loads, depending and key dimension ranges, are defined as well.
a,b,c,h,L
Dimensions of the support, as shown in Standard drawing,
Concrete
Top of concrete of foundation or flooring where support is laying or bolted.
Elevation
OPERATING Value of vertical load produced by pipes in operating conditions.
Vertical Load
HYDRAULI
Value of vertical load produced by pipes in test conditions.
Vertical Load
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Following rows give detail on rested pipes:
Pipe Position
Pipe progressive position for multiple pipes resting on horizontal support.
Depending on support orientation, numbering sequence goes from south to north
or from west to east.
ND
Pipe nominal diameter. Pipe can have more than one diameter, the value listed is
the one on rest.
Pipe Number
Pipe name.
SUPPORT
Code of Standard Piping Support drawing for additional support on single pipe.
In the example ‘GU-1’ is the code for the support described as ‘GUIDE FOR
UNINSULATED PIPES’ while ‘SH-1’ is ‘WELDED BEARING SHOE FOR
HORIZONTAL PIPE’. The related drawings are in picture.
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘SupportList.txt’ macro in command line
3. Output file is generated in the same folder
Report is automatically performed on /SUPPORT site, collecting EQUI supports, on /STRUCTURE,
for pipe racks, and on /PIPING, collecting ATTA supports.
Few tasks must be complete before extraction:
1. Data Consistency check on all pipes.
2. Check for overlapping supports (EQUI and ATTA). If a support copy is accidentally left in the
position of original one, the error is not visible. But this is producing mistakes in Support List.
3. As already explained, supports on concrete must have Up elevation equal 0. Correct
positioning must be check.
4. Check of correct elevation for pipes resting on EQUI support. It could happen that pipes above
support are not really touching the support, while they should. Pipe elevation or support
elevation must then be adjusted.
5. Position check for ATTA supports like shoes, guides and lines stops. They must be correctly
placed above EQUI support they are combined. If they lay incorrectly outside the EQUI
support, they are excluded from Support List
6. Calculation of vertical loads on supports. This step is fundamental to check if applied load is
compatible whit allowable load range of selected support ‘TYPE’.
Also unloaded supports must be checked.
Detailed explanation of all these activities is provided below.
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2.1.6 Piping Support MTO
Piping Support MTO report collects and subtotals all materials coming from EQUI supports and ATTA
supports. Report is automatically performed on /SUPPORT site, collecting EQUI supports, and on
/PIPING site, collecting ATTA supports.
Materials are collected easily for elements like SCTN,GENSEC, while a big effort is spent to extract
material report on elements like ATTA, PNODE, SNODE, FITT.
Quantity is a standard attribute for SCTN elements so it can be queried explicitly. For all the other
elements materials are evaluated in uncommon way.
For ATTA, PNODE, SNODE, FITT materials, quantity and weight are read from Catref Description
inside catalogue. They are usually parametrized, their evaluation depends on Design Parameters of
the element.
Some ‘implicit’ materials could also be included in EQUI supports, stored in dedicated Ddat.
Description
HE100A
HE120A
HE140A
HE160A
HE200A
HSL M16x150 "HILTI" type or equivalent expansion bolt
HSL-3 M24 "HILTI" type anchor bolt
HUS3 H10 "HILTI" type anchor bolt
HUS3 H14 "HILTI" type anchor bolt
HUS3 H8 "HILTI" type anchor bolt
IPE100
Pipe 2"x3.91
Plate 100x10
Plate 150x10
Plate 300x15
Plate 40x8
Plate 60x8
Plate 90x10
PT 100x10
PT 150x10
PT 200x15
PT 300x15
PT 350x15
PT 450x25
PT 55x8
PT 75x10
PT 80x10
PT 90x10
UNP120
UNP200
UNP50
UNP80
File name: PDMS guide_03.doc
Quantity Unit Weight
28.19 m
470.31
35.61 m
728.68
15.67 m
385.76
104.73 m
3447.76
21.65 m
927.99
4 pcs
0
16 pcs
0
64 pcs
0
336 pcs
0
84 pcs
0
21.27 m
177.87
0.774 m
0
0.1 m
0.78
0.45 m
5.25
2.7 m
94.61
3.2 m
8
4.32 m
15.48
4.76 m
33.32
8.32 m
65.312
5.44 m
64.056
4.2 m
98.91
4.8 m
169.552
29.4 m
1211.616
1.8 m
158.964
6.272 m
21.664
45.024 m
265.104
11.04 m
69.336
2.04 m
14.412
1.3 m
17.24
11.8 m
296.44
0.15 m
0.839
1.69 m
14.55
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘SupportMto.txt’ macro in
command line
3. Output file is generated in the same folder
Support MTO report is usually extracted after Support
List. Preparatory activities are the same.
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CIV reporting
2.2.1 Structures MTO
Structure MTO report works similarly to Piping Support MTO. It collect all structural material for EQUI
structure and common structure (STRU).
Report is performed on selected element (CE): single element or a ZONE or a SITE.
If a more complex collection is needed, it could be useful to create a group (GPSET). The report can
be performed on GPSET as well, if selected.
As explained for supports, materials and quantities are queried ‘explicitly’ for SCNT and GENSEC
while are evaluate in a complex way for other elements. In the example, Grating quantity is the sum of
top square of all BOX with Purpose equal ‘GRAT’.
Description
Quantity Unit Weight
Grating PT30x3-22x76
175.76 m^2
6445.96
HE100A
45 m
749.4
HE120A
338.04 m
6706.62
HE160A
1121.04 m
33919.53
HE200A
2824.16 m
118856.33
HE220A
663.87 m
33382.4
HE300A
1797.29 m
157982.9
HE400M
23.25 m
5912.7
IPE100
207 m
1727.28
IPE140
741.24 m
9615.54
L100x10
22.84 m
338
L160x17
52.38 m
1979.04
L60x6
671.04 m
3568.92
PT 115x10
301.6 m
2723.68
PT 140x10
12.4 m
136.08
PT 150x5
464.24 m
2662.23
PT 160x20
4.32 m
108.51
PT 500x10
66.48 m
2629.16
PT 500x20
62 m
4867
PT 50x5
454.4 m
880.23
PT 550x10
150.8 m
6509.92
PT 550x15
86.9 m
5627.96
PT 550x20
40.7 m
3514.26
PT 720x20
2.16 m
244.17
PT 720x40
2.01 m
454.41
PT 90x10
121.8 m
858.4
RHS100x60x3.2
60.24 m
456.84
RHS120x60x6.3
376.98 m
6095.25
RHS60x60x5
274.92 m
2187.24
UNP100
252 m
2619.14
UNP120
509.22 m
6586.44
UNP140
357.66 m
5551.92
File name: PDMS guide_03.doc
To run the report:
1. Access PDMS Design module
2. Select a ZONE, SITE or GPSET to report
3. Drag and drop the ‘StructureMto.txt’ macro in command line
4. Output file is generated in the same folder
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2.2.2 Advanced Walkway/Platform list
All walkways and platform modelled with the ‘Standard Blocks’ method are designed in accordance
with Civil Department standardization. The TMPLs properties are the same variables that build the
schema shown in Standard Civil Drawings. Been supported by a strong standardization, walkways
and platforms, instead of been detailed individually, can be reported in groups.
In the picture is shown a ‘TEMPLATE FOR WALWAYS C SHAPE (2x2 COLUMNS)’.
From the model it’s possible to collect all walkways modelled in accordance with this template and list
for every item: Name, Positon and all dimensions needed to fulfil properties table included in the
drawing. The combination of template drawing and properties table is giving all dimensional and
constructive information needed for every single item avoiding the need of dedicated detail drawing.
Dedicated detail drawings are only in need for no standard walkways and platform, modelled with
‘piece by piece’ method.
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To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘Walkways_Advanced_Report.txt’ macro in command line
3. Output file is generated in the same folder
Report is automatically performed on /STAIRS&LADDERS site.
All walkways and platforms must be named.
As shown in the example below, the reports is split in groups. Every group has different parameters to
be reported. Report heading is changing for each group.
Advanced Platform I shape - 1x4 legs
ITEM
WLK-011
Area QFI FIPB FIPB1 FST FSG H
S1 S2 A
B
C
0 0 200 200 1170 1200 1000 400 400 2500 3000
3000
Advanced Walkway C shape - 2x4 legs
ITEM
WLK-006
WLK-007
Area QFI FIPB FIPB1 FST FSG H
W W1 Z
4 0 200 200 1170 1200 1000 800 800
8 0 200 200 1170 1200 1000 800 800
800
800
3000
3000
Advanced Walkway L shape LeftHand - 2x2 legs
ITEM
WLK-004
Area QFI FIPB FIPB1 FST FSG H
W W1 Z
3 0 200 200 1170 1200 1000 800 800
800
A
X1
B
C
1500
1500
A
Advanced Walkway L shape RightHand - 1x5 legs
ITEM
Area QFI FIPB FIPB1 FST FSG H
S1 S2 W1
Z
WLK-009
0 0 200 200 1170 1200 1000 700 100
800
X1
1500
X2
A
X1
1500
1500
1665.9
800
P1 Column
1665.9 HE140A
P2 Beam
HE140A
P1 Column P2 Beam
1965.9 HE140A
HE140A
1965.9 HE140A
HE140A
P1 Column
1965.9 HE140A
B
C
2500
P3 Beam Current P4 Stair Leg
UNP140
UNP140
3000
P3 Beam Current
UNP140
UNP140
P2 Beam
HE140A
P3 Beam Current P4 Stair Leg
UNP140
UNP140
D
X1
3000
X2
3000
1665.9
1965.9
Advanced Walkway straight - 2x2 legs
ITEM
WLK-001
WLK-002
WLK-003
Area QFI FIPB FIPB1 FST FSG H
W A
X1
X2
P1 Column P2 Beam P3 Beam Current P4 Stair Leg P5 Handrail Post
1 0 200 200 1170 1200 1000 800 1500 1665.9 2165.9 HE140A
HE140A UNP140
UNP140
L60x6
1 0 200 200 1170 1200 1000 800 1500 1665.9 2165.9 HE140A
HE140A UNP140
UNP140
L60x6
2 0 200 200 1170 1200 1000 800 1500 1665.9 2165.9 HE140A
HE140A UNP140
UNP140
L60x6
P6 Handrail
Pipe42.4x3.2
Pipe42.4x3.2
Pipe42.4x3.2
Advanced Walkway straight - 2x5 legs
ITEM
WLK-008
Area QFI FIPB FIPB1 FST FSG H
W A
B
C
D
7 0 200 200 1170 1200 1000 800 1500 3000 3000
1500
P3 Beam Current
UNP140
Advanced Walkway T shape - 2x5 legs
ITEM
WLK-005
Area QFI FIPB FIPB1 FST FSG H
W W1 Z
A
B
2 0 200 200 1170 1200 1000 800 800 4000 1500
3000
X2
1665.9
C
P1 Column P2 Beam
2165.9 HE140A
HE140A
D
3000
P9 Bracing
L60x6
X1
1500
X2
X3
1665.9
P6 Handrail
Pipe42.4x3.2
P4 Stair Leg
UNP140
UNP140
P5 Handrail Post P6 Handrail
L60x6
Pipe42.4x3.2
L60x6
Pipe42.4x3.2
P5 Handrail Post
L60x6
P6 Handrail
Pipe42.4x3.2
P7 Intermediate Plate P8 Toe Board
PT50X5
PT150X5
P9 Bracing
L60x6
P10 Grating Total Weight [KG]
PT30x3-22x76
P1 Column
HE140A
P2 Beam
HE140A
P3 Beam Current
UNP140
P4 Stair Leg
UNP140
P5 Handrail Post
L60x6
P6 Handrail P7 Intermediate Plate P8 Toe Board
Pipe42.4x3.2 PT50X5
PT150X5
P9 Bracing
L60x6
L60x6
L60x6
P10 Grating
PT30x3-22x76
PT30x3-22x76
PT30x3-22x76
Total Weight [KG]
0
0
0
P7 Intermediate Plate P8 Toe Board
PT50X5
PT150X5
PT50X5
PT150X5
P10 Grating Total Weight [KG]
PT30x3-22x76
2165.9
P5 Handrail Post
L60x6
P7 Intermediate Plate P8 Toe Board
PT50X5
PT150X5
PT50X5
PT150X5
PT50X5
PT150X5
P7 Intermediate Plate P8 Toe Board
PT50X5
PT150X5
X1
P9 Bracing
L60x6
L60x6
0
P10 Grating
PT30x3-22x76
PT30x3-22x76
Total Weight [KG]
0
0
0
P4 Stair Leg
UNP140
P5 Handrail Post P6 Handrail
L60x6
Pipe42.4x3.2
P7 Intermediate Plate P8 Toe Board
PT50X5
PT150X5
P9 Bracing
L60x6
P1 Column
HE140A
P2 Beam
HE140A
P4 Stair Leg
UNP140
P6 Handrail P7 Intermediate Plate P8 Toe Board
Pipe42.4x3.2 PT50X5
PT150X5
File name: PDMS guide_03.doc
P3 Beam Current
UNP140
P5 Handrail Post
L60x6
P10 Grating
PT30x3-22x76
1965.9
P9 Bracing P10 Grating Total Weight [KG]
L60x6
PT30x3-22x76
0
Total Weight [KG]
0
P9 Bracing P10 Grating Total Weight [KG]
L60x6
PT30x3-22x76
0
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2.2.3 Advanced Walkway/Platform MTO
Advanced Walkway/Platform MTO report is performed in combination with
Walkway/Platform list’. It collects and subtotal materials for each named item.
Materials and quantities are extracted in the same way explained for ‘Structures MTO’.
Item
Type
WLK-001 Advanced Walkway straight - 2x2 legs
WLK-002 Advanced Walkway straight - 2x2 legs
File name: PDMS guide_03.doc
Description
Quantity Unit Weight
BOLTS M12
60 pcs
0
BOLTS M16
16 pcs
0
Grating PT30x3-22x76
4.7 m^2
172.6
HE140A
5.18 m
149.4
HILTI HSL-3 EXPANSION BOLTS M16
4 pcs
0
HSL-3 ANCHOR BOLTS M16
16 pcs
0
L60x6
16.68 m
96.56
Pipe42.4x3.2
13.96 m
42.94
PT 100x10
3.84 m
30.16
PT 116x10
1.2 m
10.72
PT 140x10
0.84 m
9.44
PT 150x10
0.6 m
7.08
PT 150x5
12.14 m
68.16
PT 320x15
1.28 m
48.24
PT 50x5
11.12 m
21.34
PT 60x5
4m
9.44
PT 70x10
1.54 m
8.68
PT 80x10
0.64 m
4
UNP140
12.04 m
192.86
TOTAL
871
BOLTS M12
60 pcs
0
BOLTS M16
16 pcs
0
Grating PT30x3-22x76
4.7 m^2
172.6
HE140A
5.18 m
149.4
HILTI HSL-3 EXPANSION BOLTS M16
4 pcs
0
HSL-3 ANCHOR BOLTS M16
16 pcs
0
L60x6
16.68 m
96.56
Pipe42.4x3.2
13.96 m
42.94
PT 100x10
3.84 m
30.16
PT 116x10
1.2 m
10.72
PT 140x10
0.84 m
9.44
PT 150x10
0.6 m
7.08
PT 150x5
12.14 m
68.16
PT 320x15
1.28 m
48.24
PT 50x5
11.12 m
21.34
PT 60x5
4m
9.44
PT 70x10
1.54 m
8.68
PT 80x10
0.64 m
4
UNP140
12.04 m
192.86
TOTAL
871
‘Advanced
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘WalkwayMto.txt’
macro in command line
3. Output file is generated in the same
folder
Report is automatically
/STAIRS&LADDERS site.
performed
on
If total, not item split, MTO report is in need
‘Structures MTO’ can be used.
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2.2.4 Excavation computation
‘Excavation Computation’ macro reports, for every single foundation, the value of Excavation Volume
and Backfill Volume. Currently it has been used only for Piping Supports foundations, but theoretically
it could manage any type of foundation.
In the example, for every support, is reported: name, Standard Support code, position, foundation
excavation volume and backfill volume.
Two variables can be adjusted inside macro: ‘excavation angle’ and ‘lean concrete thickness’,
currently set on 30° and 50mm.
ITEM Type
North East
Excavation Volume Backfill Volume
PS-002 TS-1
2843134 6730273
0.2299
0.1369
PS-027 TS-1
2825498 6792856
1.7123
1.3998
PS-028 FR-2-h1 2822498 6797056
2.9415
2.2073
PS-029 FR-2-h1 2825498 6797056
2.9415
2.2073
PS-030 TS-1
2822498 6799530
1.7123
1.3998
PS-031 TS-1
2828498 6799530
1.7123
1.3998
PS-032 TS-1
2833635 6801503
1.7123
1.3998
PS-033 FR-2-h1 2822498 6801756
2.9415
2.2073
PS-034 FR-2-h1 2825498 6801756
2.9415
2.2073
PS-035 TS-1
2822498 6804856
1.7123
1.3998
PS-036 TS-1
2825498 6804856
1.7123
1.3998
PS-037 TS-1
2823248 6807697
1.7123
1.3998
PS-038 TS-1
2833635 6810503
1.7123
1.3998
PS-039 TS-1
2833635 6814503
1.7123
1.3998
PS-040 TS-1
2826898 6816253
1.7123
1.3998
PS-041 TS-1
2827634 6816252
1.7123
1.3998
PS-042 TS-1
2829174 6817653
1.7123
1.3998
PS-043 TS-1
2830574 6817653
1.7123
1.3998
PS-044 TS-1
2832348 6817653
1.7123
1.3998
PS-045 TS-1
2829709 6818402
1.7123
1.3998
PS-046 TS-1
2832348 6818402
1.7123
1.3998
PS-052 TS-1
2833635 6822503
1.7123
1.3998
PS-054 TS-1
2833635 6826503
1.7123
1.3998
PS-059 TS-1
2833635 6830103
1.7123
1.3998
PS-061 TS-1
2833635 6831903
1.7123
1.3998
PS-075 TS-1
2831498 6869856
1.7123
1.3998
PS-076 TS-1
2825498 6874856
1.7123
1.3998
PS-077 TS-1
2828498 6874856
1.7123
1.3998
PS-078 TS-1
2831498 6874856
1.7123
1.3998
PS-079 FR-2-h1 2822498 6879056
2.9415
2.2073
PS-080 FR-2-h1 2825498 6879056
2.9415
2.2073
PS-081 FR-2-h1 2828498 6879056
2.9415
2.2073
PS-082 FR-2-h1 2831498 6879056
2.9415
2.2073
PS-083 TS-1
2822498 6881530
1.7123
1.3998
PS-084 TS-1
2828498 6881530
1.7123
1.3998
PS-085 TS-1
2833635 6883503
1.7123
1.3998
PS-086 FR-2-h1 2822498 6883756
2.9415
2.2073
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘Excavation-Support.txt’ macro in
command line
3. Output file is generated in the same folder
Report is automatically performed on /SUPPORT site.
If needed the macro is also capable to create inside the model a special structure representing
excavation volume. This could be useful for visual check and to understand how realistic the
calculation can be considered.
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2.2.5 Oily Water / Fire Water Pits report
It works on pit elements modelled with ‘Advanced Pit’ template.
Advanced Pits can control holes position and dimension on every side. Submenu with dedicated
properties are accessible for each hole.
User can set manually set properties for each pit to get correct geometry according to pipes
arrangement, but for sure it’s an hard work. Additional editing is then required for piping modifications.
‘Pits report’ can produce holes automatically. It’s capable to check how pipes are crossing pit walls.
All pit template properties are automatically filled and geometry is refreshed.
If piping arrangement changes occur, running the report again, all properties and geometries are
updated.
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After holes creation, a report is created.
Information reported are:
ITEM
Pit name.
Area
Civil Area number.
North
North position.
East
East position.
X dimension
Inner X dimension. Lateral thickness is ignored.
Y dimension
Inner Y dimension. Lateral thickness is ignored.
Depth
Inner depth, from ground level to inner bottom. Projection and bottom thickness
are ignored.
N-Pipe
Name of pipe crossing north wall. Same for other directions.
N-HoleSize
Size of pipe crossing north wall. Same for other directions.
N-HoleElevation
Elevation of pipe crossing north wall. Same for other directions.
An example of the report can be seen in picture.
ITEM Area North East
X dimension Y dimension Depth N-Pipe
PA_01
1 179910 120492
1200
1200 2450 00-730-0-016-FW-8"-A09-B
PA_02
3 183160 192650
1600
1600 2450 00-730-0-016-FW-8"-A09-B
PA_03
4 115085 192850
1000
1000 2450 00-730-0-007-FW-8"-A09-V/B
PA_04
3 160560 192850
1000
1000 2450 00-730-0-007-FW-8"-A09-V/B
PA_05
4 103100 192950
1200
1200 2450 00-730-0-007-FW-8"-A09-V/B
PA_06
3 173560 216405
1200
1200 2450 00-730-0-007-FW-8"-A09-V/B
PA_07
4 116610 266549
1000
1000 2450 PA_08
3 152900 266549
1000
1000 2450 PO_01
2 142975 158590
500
800 00-550-0-001-DR-6"-A02-B
PO_02
5 145500 300412
500
800 PO_03
5 166400 355540
500
800 PS_01
2 116059 159692
800
800 1650 00-540-0-020-SY-6"-A05-B
PS_02
1 146059 159692
800
800 1700 00-540-0-020-SY-6"-A05-B
PS_03
1 178559 159692
800
800 1850 00-540-0-020-SY-6"-A05-B
PS_04
1 193759 159692
800
800 1850 00-540-0-020-SY-6"-A05-B
PS_05
2 118200 160489
800
800 1650 00-540-0-021-SY-6"-A05-B
PS_06
2 129650 160489
800
800 1650 00-540-0-021-SY-6"-A05-B
PS_07
1 165200 160489
800
800 1750 00-540-0-021-SY-6"-A05-B
PS_08
1 192400 160489
800
800 1850 00-540-0-021-SY-6"-A05-B
PS_09
1 144739 174890
800
800 1700 PS_10
1 193759 177760
800
800 1850 00-540-0-006-SY-6"-A05-B
PS_11
2 116060 182550
800
800 1550 00-550-0-018-SY-6"-A05-B
PS_12
1 192861 182759
800
800 1850 00-480-0-024-SY-6"-A05-B
PS_13
3 144739 205390
800
800 1600 00-540-0-025-SY-2"-A05-B
PS_14
3 198391 206350
800
800 1850 PS_15
4 116060 209250
800
800 1450 00-540-0-005-SY-6"-A05-B
PS_16
4 120350 209250
800
800 1000 00-540-0-005-SY-6"-A05-B
PS_17
4 116060 215700
800
800 1450 00-540-0-017-SY-6"-A05-B
PS_18
3 144739 226890
800
800 1550 PS_19
4 116060 229800
800
800 1400 00-390-0-016-SY-6"-A05-B
PS_20
4 120350 233700
800
800 1000 00-540-0-026-SY-6"-A05-B
PS_21
4 120350 235200
800
800 1000 00-540-0-027-SY-6"-A05-B
PS_22
4 116060 238300
800
800 1400 00-380-0-015-SY-6"-A05-B
PS_23
4 116860 253750
800
800 1350 00-380-0-014-SY-6"-A05-B
PS_24
3 144239 256890
800
800 1450 PS_25
4 116860 262650
800
800 1350 00-550-0-003-SY-6"-A05-B
PS_26
4 120350 262650
800
800 1000 00-550-0-003-SY-6"-A05-B
PS_27
5 144739 283889
800
800 1450 -
N-HoleSize N-HoleElevation E-Pipe
8"
-1.89 00-730-0-017-FW-8"-A09-B
8"
-1.89 00-730-0-007-FW-8"-A09-V/B
8"
-1.89 00-730-0-019-FW-6"-A09-B
8"
-1.89 00-730-0-018-FW-6"-A09-B
8"
-1.89 00-730-0-007-FW-8"-A09-V/B
8"
-1.89 00-730-0-007-FW-8"-A09-V/B
00-730-0-019-FW-6"-A09-B
00-730-0-018-FW-6"-A09-B
6"
6"
-1.12 00-540-0-020-SY-6"-A05-B
6"
-1.21 6"
-1.31 6"
-1.36 00-540-0-006-SY-6"-A05-B
6"
-1.12 6"
-1.15 00-420-0-019-SY-6"-A05-B
6"
-1.26 6"
-1.34 00-730-0-022-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
6"
-0.63 6"
-0.5 00-540-0-020-SY-6"-A05-B
6"
-0.61 00-730-0-022-SY-6"-A05-B
6"
-0.52 00-540-0-021-SY-6"-A05-B
00-730-0-028-SY-3"-A05-B
6"
-0.52 00-540-0-020-SY-6"-A05-B
6"
-0.5 6"
-0.5 00-540-0-020-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
6"
-0.5 00-540-0-026-SY-6"-A05-B
6"
-0.5 6"
-0.5 6"
-0.5 00-540-0-020-SY-6"-A05-B
6"
-0.5 00-540-0-020-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
6"
-0.51 6"
-0.5 -
E-HoleSize E-HoleElevation S-Pipe
8"
-1.89 00-730-0-016-FW-8"-A09-B
8"
-1.89 00-730-0-007-FW-8"-A09-V/B
6"
-1.89 00-730-0-007-FW-8"-A09-V/B
6"
-1.89 00-730-0-007-FW-8"-A09-V/B
8"
-1.89 00-730-0-016-FW-8"-A09-B
8"
-1.89 6"
-1.89 6"
-1.89 6"
-1.12 00-540-0-020-SY-6"-A05-B
00-540-0-020-SY-6"-A05-B
6"
-0.68 00-540-0-020-SY-6"-A05-B
00-300-0-013-SY-6"-A05-B
6"
-0.49 00-540-0-021-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
6"
-0.68 00-540-0-021-SY-6"-A05-B
6"
-1.15 6"
-1.05 6"
-0.61 6"
-1.06 3"
-0.5 6"
-0.96 00-540-0-005-SY-6"-A05-B
6"
-0.94 00-550-0-010-SY-6"-A05-B
6"
-1 6"
-0.52 00-540-0-026-SY-6"-A05-B
00-540-0-027-SY-6"-A05-B
6"
-0.88 00-550-0-004-SY-6"-A05-B
6"
-0.83 00-310-0-012-SY-6"-A05-B
6"
-0.9 00-310-0-011-SY-6"-A05-B
00-550-0-003-SY-6"-A05-B
00-540-0-001-SY-6"-A05-B
S-HoleSize S-HoleElevation W-Pipe
8"
-1.89 8"
-1.89 00-730-0-017-FW-8"-A09-B
8"
-1.89 00-300-0-013-SY-6"-A05-B
8"
-1.89 8"
-1.89 00-730-0-007-FW-8"-A09-V/B
00-730-0-019-FW-6"-A09-B
00-730-0-018-FW-6"-A09-B
00-550-0-028-DR-4"-A02-B
00-550-0-028-DR-4"-A02-B
6"
-1.21 6"
-1.31 6"
-1.35 6"
-0.69 6"
-1.15 6"
-1.26 6"
-1.34 00-540-0-021-SY-6"-A05-B
00-540-0-006-SY-6"-A05-B
00-540-0-020-SY-6"-A05-B
00-730-0-022-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
00-730-0-022-SY-6"-A05-B
00-540-0-020-SY-6"-A05-B
6"
-0.51 6"
-0.68 00-540-0-020-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
00-540-0-020-SY-6"-A05-B
6"
-0.51 6"
-0.51 6"
-0.63 00-540-0-027-SY-6"-A05-B
6"
-0.62 00-540-0-020-SY-6"-A05-B
00-540-0-021-SY-6"-A05-B
6"
-0.63 00-540-0-020-SY-6"-A05-B
6"
-0.51 6"
-0.87 00-540-0-021-SY-6"-A05-B
W-HoleSize W-HoleElevation
8"
-1.89
6"
-0.57
8"
-1.89
6"
-1.89
6"
-1.89
4"
4"
6"
-1.17
6"
-0.63
6"
-1.05
6"
-0.62
6"
-1.06
6"
-0.55
6"
-0.97
6"
-0.95
6"
-1
6"
-0.9
6"
-0.52
6"
-0.83
6"
-0.91
6"
-0.8
6"
-0.83
To run the report:
1. Access PDMS Design module
2. Drag and drop the ‘Pit_Holes.txt’ macro in command line
3. Output file is generated in the same folder
Report hierarchy must be arranged depending on project.
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Storm Water Pits report
A special equipment template has been created to model Storm Water circuit.
While ‘Advanced Pit’ can interact with pipes to produce needed holes, ‘Storm Water Pit’ include
connecting pipe. Submenu with dedicated properties are accessible for each orientation.
Each pit can have many incoming pipes, but only the outgoing pipe must be modelled. Modelling must
follow the flow, each pit connecting to the next one.
Despite the availability of an appropriate instrument, modelling the whole circuit is not easy.
Many rules must be considered. Whole web is in slope. From starting pits to collecting ones elevation
is progressively decreasing, so the elevation of first pipe is effecting the last one. Pit depth is
increasing keeping a minimum gap of 200mm from bottom of lowest pipe crossing the pit, value is
then approximated with 100mm step. Furthermore 20mm elevation gap must be ensured from bottom
of lowest incoming pipe and bottom of outgoing pipe.
If any modification occur all the chain must be revised.
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While user is in charge of main routing, ‘Storm Water Pits report’ can do the complex job
automatically.
Shaping storm water web, user must correctly set pit dimensions disregarding depth. Properties of
outgoing pipe must be set to ensure connection to following pit and proper diameter, slope value and
elevation can be ignored.
When report is launched, the system look for starting pits (the ones without incoming pipes). From
these points slope is applied and all elevations are adjusted according to flow and respecting all rules.
All pit template properties are automatically filled and geometry is refreshed.
If changes occur, running the report again, all properties and geometries are updated. All circuit is
revaluated.
After geometry adjustment, a report is created.
Report is giving details for pits, for outgoing pipe and for a maximum of five incoming pipes.
Information reported are:
Area
Civil Area number.
Tag
Pit name.
North
North position.
East
East position.
X dimension
Inner X dimension. Lateral thickness is ignored.
Y dimension
Inner Y dimension. Lateral thickness is ignored.
Depth
Inner depth, from ground level to inner bottom. Projection and bottom thickness
are ignored.
IN-1 Tag
Name of first incoming pipe. Same for other incoming pipes.
IN-1 Dia
Size of first incoming pipe. Same for other incoming pipes.
IN-1 Ele
Elevation of first incoming pipe. Same for other incoming pipes.
OUT Tag
Name of outgoing pipe.
OUT Dia
Size of outgoing pipe.
OUT Ele
Elevation of outgoing pipe.
Stair
YES, if accessing ladder is present.
An example of the report can be seen in picture.
Pits should not be rotated, they have to keep default orientation for the report to be consistence.
The web can’t have discontinuity, a warning is given for unconnected pits.
Pits and connecting pipes must be named. A macro for automatic naming is available as well.
Area
Tag
1 PR01
1 PR02
1 PR03
1 PR04
1 PR05
1 PR06
1 PR07
1 PR08
2 PR09
2 PR10
4 PR100
4 PR101
1 PR102
1 PR103
3 PR104
3 PR105
3 PR106
2 PR11
2 PR12
2 PR13
2 PR14
1 PR15
North
East
X dimension
Y dimension
Depth
IN-1 Tag
223078 187928
800
800
900 223078 162928
800
800
1000 P1
223078 137928
800
800
1100 P2
223078 129828
800
800
1200 P3
211772 123337
800
800
1200 P4
190340 110466
800
800
1300 P5
179429 104085
800
800
1400 P6
161329 104085
800
800
1500 P7
138371 104085
800
800
1500 P8
115371 104085
800
800
1600 P9
81184 198317
1200
1200
2200 P_92
81184 263382
1200
1200
2000 P_91
212240 146500
800
800
900 212240 157300
800
800
900 184159 206750
600
600
900 184159 216949
600
600
900 207960 202568
800
800
1100 P37
103371 104085
800
800
1700 P10
99085 124931
800
800
1800 P11
93884 149384
800
800
1900 P12
88680 173840
800
800
2100 P34
208471 130491
800
800
1000 P102
File name: PDMS guide_03.doc
IN-1 Dia IN-1 Ele IN-2 Tag
200
-0.773 200
-0.865 200
-0.907 200
-0.964 200
-1.056 200
-1.112 200
-1.184 200
-1.27 200
-1.357 315
-1.953 400
-1.726 200
-0.84 200
-1.411 200
-1.492 200
-1.585 315
-1.836 P13
200
-0.747 -
IN-2 Dia IN-2 Ele IN-3 Tag
200
-1.677 -
IN-3 Dia
-
IN-3 Ele
-
IN-4 Tag
-
IN-4 Dia
-
IN-4 Ele
-
IN-5 Tag
-
IN-5 Dia
-
IN-5 Ele
-
OUT Tag OUT Dia OUT Ele Stair
P1
200
-0.7 NO
P2
200
-0.793 NO
P3
200
-0.885 NO
P4
200
-0.927 NO
P5
200
-0.984 NO
P6
200
-1.076 NO
P7
200
-1.132 NO
P8
200
-1.204 NO
P9
200
-1.29 NO
P10
200
-1.377 NO
NO
NO
P102
200
-0.7 NO
P103
200
-0.7 NO
P104
200
-0.7 NO
P105
200
-0.7 NO
P106
200
-0.86 NO
P11
200
-1.431 NO
P12
200
-1.512 NO
P13
200
-1.605 NO
P35
315
-1.856 NO
P14
200
-0.767 NO
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ELE / ICT reporting
2.3.1 Cable Tray MTO
Basic MTO for cable tray can be produced.
To run the report:
1. Access PDMS Design module
2. Open the report with Utilities/Reports/Modify command
3. Set the proper Filename
4. Set the proper Hierarchy
5. Apply
type
BEND
BEND
BEND
BEND
BEND
BEND
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
ELBO
FTUB
FTUB
FTUB
TEE
Bore1 Bore2 Bore3 Description
Lenght (m) Quantity
200 200
0 Cable ladder 45 degree 100 h flat bend
4
200 200
0 Cable ladder 90 degree 100 h flat bend
2
300 300
0 Cable ladder 45 degree 100 h flat bend
6
300 300
0 Cable ladder 90 degree 100 h flat bend
3
500 500
0 Cable ladder 45 degree 100 h flat bend
26
500 500
0 Cable ladder 90 degree 100 h flat bend
21
200 200
0 Cable ladder 90 degree 100 h inside riser
2
200 200
0 Cable ladder 90 degree 100 h outside riser
4
300 300
0 Cable ladder 45 degree 100 h inside riser
2
300 300
0 Cable ladder 45 degree 100 h outside riser
2
300 300
0 Cable ladder 90 degree 100 h inside riser
4
300 300
0 Cable ladder 90 degree 100 h outside riser
6
500 500
0 Cable ladder 45 degree 100 h inside riser
2
500 500
0 Cable ladder 45 degree 100 h outside riser
4
500 500
0 Cable ladder 90 degree 100 h inside riser
21
500 500
0 Cable ladder 90 degree 100 h outside riser
29
200 200
0 Cable ladder straight h100
45.16
300 300
0 Cable ladder straight h100
126.72
500 500
0 Cable ladder straight h100
907.1
500 500 500 Cable ladder 100h equal tee
1
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3
BASIC TOOLS AND MACROS
3.1
PPN macros
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3.1.1 Branch rename
Usually branches are automatically named according to pipe name. Name is the same as pipe,
adding suffix ‘/B’ and sequential number. Nevertheless, due to incorrect naming or due to partial
modification, some branch or all branches owned by a pipe can result incorrectly named or unnamed.
Proper branch naming is not mandatory, but for sure make the model more readable.
To avoid manual rename of individual branches, two macros have been provided.
‘Basic naming’ macro, following default rule, use pipe name to create branch name and add suffix
with sequential number. No sorting is performed. Good modelling want pipe header to be in first
position. If pipe doesn’t meet requirement, ‘basic branch renaming’ doesn’t correct.
‘Advanced naming’ macro can be used if size appear in pipe name. Head size is evaluated for each
branch and it replace pipe size in branch name. Branches are sorted by size. There’s a good chance
for header to appear in first position.
To run the macro:
1. Access PDMS Design module
2. Select a PIPE, or ZONE or SITE owning pipes
3. Drag and drop the ‘rename_BRANCH_basic.txt’ or ‘rename_BRANCH_advanced.txt’ macro in
command line
Incorrect naming
(unnamed)
File name: PDMS guide_03.doc
Basic naming
Advanced naming
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3.1.2 Piping supports rename
The amount of supports present in a model can be really huge. It’s not easy to keep support naming
consistence during modelling especially when hard modifications are performed.
It’s more efficient to keep them unnamed till issue is required and to use the macro at this moment to
name them automatically.
‘Piping supports rename’ macro collects all EQUI supports and qualifies them (Piping Support, Steel
Structure, Sleeper) so that correct suffix can be assigned according to rules explained in ‘Support
naming’ chapter. The tools identifies also combined supports; branch supports use main support
name and add one or more dots as suffix.
Progressive number is not random, it’s related with support position. Number increases from west to
east and from south to north.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘RenameSupportPPN-Advanced.txt’ macro in command line
Macro is automatically performed on /SUPPORT site.
Naming rules can change depending on project requirement. Naming macro can be easily adjusted to
meet it.
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3.1.3 Simple rests creation
Structural supports are modelled as EQUI; minor supports like shoes, guides and stops are modelled
as ATTA. For more details see ‘Support Modelling’ chapter.
On Isometric drawings, ATTA supports are graphically detailed and are listed in Fabrication Material.
They inherit names from structural support they are connected to.
If a pipe is just resting on structural EQUI support and no extra ATTA support is present, no indication
appear in Isometric drawing.
Depending on the project, also simple rests indication can be requested. A dedicated ATTA, with the
shape of a vertical arrow, has been created for this purpose. But, for sure, is not efficient to place
them manually and it’s also uncomfortable to work with all these useless ATTAs placed.
‘Simple rests creation’ macro solves the problem. When launched, it places automatically all ‘vertical
rest’ ATTAs and compile their Stext attribute with structural support name they are related to.
After Isometric drawings extractions, simple rests can be easily deleted.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘SimpleRest_Create.txt’ macro in command line
Macro is automatically performed on /SUPPORT site.
When macro is executed for the second time, all previously placed rests are deleted.
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3.1.4 Dyke wall crossing creation
‘Dyke wall crossing creation’ macro works on dyke walls modelled with ‘Dyke wall’ TMPL.
It identifies all pipes crossing dyke walls, it can then automatically create crossing elements according
to project specification. The tool is capable to set correct position and orientation for new elements.
The design parameter, defining object length, is also adjusted in accordance with wall thickness.
Crossing elevation is always checked, crossing elements are not generated for underground pipes.
Modelling should not take much care of these elements, they can be also deleted so as not to slow
down the following changes. Every time the macro is executed, they are all deleted and recreated in
correct position.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘DykeWallCrossing_Create.txt’ macro in command line
Macro collects dyke walls on /CIVIL site and pipes on /PIPING site.
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3.1.5 Advanced AG/UG branch cut
Good practice wants partially buried lines not to be modelled with a single branch. Branch splitting is
requested at burial plane. Good practice became mandatory when a different Piping Class have to be
applied for underground lines.
It could happen, for a variety of reasons, that requirement is not met while branch split is in need. An
example could be the extraction of painting MTO where grouping criteria is aboveground or
underground characteristic. Surface area can only be queried on branches, so branches must be split.
Such activity can be performed using ‘Pipe Splitting’ tool supplied by PDMS, but it’s limited. It can’t cut
correctly a branch if it crosses the ground line more than one time, furthermore processing is too slow,
if performed on whole plant.
‘Advanced AG/UG branch cut’ macro can automatically split all branches that are crossing ground
plane, no matter how many time they cross; processing is super fast.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘AG-UG_branch_cut.txt’ macro in command line
Macro is automatically performed on /PIPING site.
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3.1.6 Reinforcing Pad calculation
If ‘pipe to pipe’ branch connection is used, the need of a reinforcing pad must be check for each
intersection.
‘Reinforcing Pad’ macro collects all ‘pipe to pipe’ intersections and, according to ASME B31.3, it
calculates, for each one, the value of reinforcement area required for a branch connection under
internal pressure. If reinforcement is required by the calculation, reinforcing ring dimensioning is
performed.
Eventually, where needed, ‘pipe to pipe’ TEE elements are automatically replaced by ‘reinforcing pad’
TEE and pad ring dimension is written on dedicated design parameter.
Reinforcing pad description is parameterized to include design parameter as pad length.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘ReinforcingPad.txt’ macro in command line
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3.1.7 Piping supports elevation check
‘Piping supports elevation’ macro perform a consistency check between support elevation and bottom
of pipe elevation of rested pipes. If the pipe is insulated, the additional height of a shoe is considered.
A report is produced for all cases exciding 5mm tolerance.
For each suspected case are listed: support name, pipe name, and gap between them.
Each irregularity must be check in the model to evaluate the need of correction.
Sloped pipes are obviously always alighted as suspected.
/1-PS-0001 /8"-AA4-001-FW-067-P
/1-PS-0001 /8"-AA4-001-FW-068-P
/1-PS-0001 /8"-AA4-001-FW-067-P
/1-PS-0001 /8"-AA4-001-FW-068-P
/1-PS-0002 /10"-AA4-001-FW-065-P
/1-PS-0010 /10"-AA4-001-FW-049-P
/1-PS-0010 /10"-AA4-001-FW-050-P
/1-PS-0011 /10"-AA4-001-FW-051-P
/1-PS-0011 /10"-AA4-001-FW-052-P
/1-PS-0012 /6"-AA4-001-FW-054-P
/1-PS-0012 /6"-AA4-001-FW-055-P
/1-PS-0013 /6"-AA4-001-FW-056-P
/1-PS-0013 /6"-AA4-001-FW-057-P
/1-PS-0014 /6"-AA4-001-FW-058-P
/1-PS-0014 /6"-AA4-001-FW-059-P
/1-PS-0462 /4"-AA1-001-DR-017-P
/1-PS-0463 /4"-AA1-001-DR-017-P
/1-PS-0464 /4"-AA1-001-DR-017-P
/1-PS-0465 /4"-AA1-001-DR-017-P
39
39
-25
-25
79
79
79
79
79
39
39
39
39
39
39
99
103
107
111
To run the check:
1. Access PDMS Design module
2. Drag and drop the ‘SupportElevationCheck.txt’ macro in
command line
3. Output file is generated in the same folder
Also pipe racks are checked.
Macro collects supports on /SUPPORT site, pipe racks on
/CIVIL site and pipes on /PIPING site.
3.1.8 Piping supports overlapping check
Duplication is not evident for a support copied keeping the same position and orientation,.
If such overlapping is not found and solved, it generates a propagation of errors in following activities
like: export for SAN, vertical loads evaluation, Support List, Support MTO.
‘Overlapping Check’ macro checks for unicity of each support, been it an EQUI or an ATTA.
To run the check:
1. Access PDMS Design module
2. Drag and drop the ‘Overlapping_EquiSupport.txt’ and ‘Overlapping_AttaSupport.txt’ macro in
command line
3. Irregularities are listed in command line
3.1.9 Supports weight calculation
This simple macro calculate total weight for the structural part of EQUI supports. The value is stored
in :EquiWeight attribute of equipment.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘SupportWeight.txt’ macro in command line
Macro is automatically performed on /SUPPORT site.
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3.2
CIV macros
3.2.1
Pits rename
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‘Pit rename’ macro collects all pits and qualifies them according
to service. Pits are then automatically named with correct suffix
and a progressive number. Number it’s related with pit position,
it increases from west to east and from south to north.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘Rename_PIT.txt’ macro in command
line
3.2.2
Storm Water Pits rename
Rename macro automatically assigns names to storm water pits and connecting
pipes. Pipes are simple CYLI elements belonging to one of the four side wall
subequiments.
Storm water pits renaming rules are much more complex than common pits.
Names are assigned with sequential number starting from ends of branches to
collecting points. Sequence is identified checking connection between pits.
Every time the macro is executed whole web is revaluated. Adding or deleting
an item can heavily impact on names assignment.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘Rename_PIT-StormWater.txt’ macro in command line
3.2.3 Walkway/Platform rename
This macro automatically assigns names to walkways and platform modelled with ‘Standard Blocks’
method. Structures built with ‘Piece by Piece’ method are ignored.
Naming rule uses a suffix (‘WLK’) and a progressive number. Number it’s related with item position, it
increases from west to east and from south to north.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘Rename_PIT-StormWater.txt’ macro in command line
Elements are collected for /STAIRS&LADDERS site.
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3.2.4 Ground holes for Culverts
Culverts are positioned at ground level. When placed, they are hidden by ground panel and above
road. To make them visible ground and road must be cut according to culvert shape.
To cut the road is a boring but not complex activity, but to cut the road isn’t instead an easy job.
Many panels compose each road element. All overlapping panels must be cut. A minimum of 4
negative primitives are then required for each involved road element. In the second example shown in
picture 9 cuts are needed.
If culvert changes in dimensions or position, cuts must be revised.
If road changes, cuts must be revised again.
This simple activity can became annoying and time consuming.
‘Ground holes for Culverts’ macro can automatically create all needed cuts.
If changes occur the macro can be executed again, existing cuts are deleted and new one are created
in accordance with changes.
All negatives produced by this macro are set with special Purpose attribute (CULH). No changes are
made on manually created negatives or negatives created by other tools, when the macro is
executed.
To run the macro:
1. Access PDMS Design module
2. Select ground panel
3. Drag and drop the ‘Ground_Hole_for_Culvert.txt’ macro in command line
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3.2.5 Ground holes for Ditches
This tool works in the same way as Culvert one. To make all ditches visible negatives with proper
shape are created on ground panel.
All negatives produced by this macro are set with special Purpose attribute (DITH).
To run the macro:
1. Access PDMS Design module
2. Select ground panel
3. Drag and drop the ‘Ground_Hole_for_Ditch.txt’ macro in command line
3.2.6 Ground holes for Pits
The macro automatically creates all negatives needed for pits.
It works on all pits: basic, advanced, storm water pits and waste pits.
If pit is on paved area, ground and paved area are both cut.
All negatives produced by this macro are set with special Purpose attribute (PITH).
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To run the macro:
1. Access PDMS Design module
2. Select ground panel
3. Drag and drop the ‘Ground_Hole_for_Pit.txt’ macro in command line
3.2.7 Ground holes for Paved Areas
The macro automatically creates all ground panel cuts needed for paved areas.
All negatives produced by this macro are set with special Purpose attribute (PAVH).
To run the macro:
1. Access PDMS Design module
2. Select ground panel
3. Drag and drop the ‘Ground_Hole_for_PavedArea.txt’ macro in command line
3.2.8 Ground Holes – Total
This macro combines all previous holes macros. With a single command all needed penetrations on
ground panel and paved areas are automatically generated.
To run the macro:
1. Access PDMS Design module
2. Select ground panel
3. Drag and drop the ‘Ground_Hole.txt’ macro in command line
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3.2.9 Grating Penetration holes
Trying to create penetration holes for pipes is a pain. They could be really a lot. Placing them could be
much time spending and modification is hard as well.
If pipe changes size or position, penetration hole must be revised. If platform changes, all associated
holes must be revised.
‘Grating Penetration holes’ macro definitely solves the problem.
The tool collects all platforms and identify all pipes crossing grating. All penetrations are automatically
created. Penetration diameter is calculated from pipe diameter taking the insulation thickness into
consideration.
Two macros are supplied: one creates and update penetrations, the second remove all placed
penetrations.
To run the macro:
1. Access PDMS Design module
2. Drag and drop the ‘Floor_Penetration_ADD.txt’ or ‘Floor_Penetration_REMOVE.txt’ macro in
command line, depending on whether you want to create or remove penetrations
Platforms are collected for /STAIRS&LADDERS site, pipes are collected for /PIPE site.
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3.2.10 Road Kerb automatic cut
Roads elements are modelled sequentially to build a circuit. They should not usually overlap each
other, except for few types: ‘olet’ and ‘angle square’. When these elements are used, to get correct
representation in Draft and in Navisworks, overlapping kerbs must be properly cut.
‘Kerb cut’ macro can easily identify these situations and produce automatically or needed cuts.
If changes occur, macro can be executed again to update all cuts.
To run the macro:
4. Access PDMS Design module
5. Select /ROAD zone
6. Drag and drop the ‘Road_Kerb_Cut.txt’ macro in command line
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3.2.11 Walkway/Platform UNLOCK
Walkways and platforms are modelled with Standard Equipment.
‘Standard Blocks’ or ‘Piece by piece’ method can be used.
During item placement or modification, user access ‘Modify Properties’ form.
Few parameters are in need to finalize the structure. Users have to fill the form only with main
dimensions. The equipment template include many dimensioning rules and limits to produce a full
detailed structure with a minimum of effort.
Section profiles, base plate and nodes dimensions, foundation dimension are automatically updated
depending on main structure dimensions filled in the form. The risk of incorrect dimensioning is
minimized.
Key dimensions are only:
• Number of Steps;
• A dimension;
• B dimension;
• C dimension;
• D dimension.
User has anyway the possibility to expand ‘Modify Properties’ form using the UNLOCK macro.
The action is performed first selecting the item to unlock or Zone or Site owning items to unlock then
dragging the UNLOCK macro in Command Line.
In the expanded form all sections parameters are available. User can now choose section profiles
independently of main dimensions rules.
Each profile choice is anyway limited to a maximum of 3 values. This way user defined structures are
still in accordance with Walkway/Platform Standard.
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General macros
3.3.1 TMPL alignment
Templates are often improved or revised. Placed instances are not affected by changes.
‘Propagate Changes’ is a strong tool supplied by PDMS to align placed equipment with their reference
templates. Starting from a single template it collects and lists all placed instances, the user can then
select which one has to be updated. Unfortunately process is not fast and the user must first identify
all modified reference templates to propagate changes with the risk to miss one.
‘TMPL alignment’ macro can instead update all placed instances without the user to identify reference
templates. It aligns each instance individually, no matter if its template has been modified or not.
Process is super fast and eventually you are sure that all the elements are up to date.
To run the macro:
1. Access PDMS Design module
2. Select an EQUI, or ZONE or SITE owning equipment
3. Drag and drop the ‘updateTMPL.txt’ macro in command line
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3.4
DRAFT macros
3.4.1
General Arrangements creation
3.4.2
Flow arrows
3.4.3
Slope Symbols
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ADVANCED TOOLS
4.1
Piping Isometric extraction and processing
4.2
Pipes vertical Loads on supports and pipe racks
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4.3 PIPE explode
Pipe elements are modelled starting from piping specification loaded in PDMS. Piping specifications
are built starting from one or more piping element catalogues.
If pipes have to be imported from an external project, many databases must be included: catalogue
databases, specification databases and for sure design databases where pipes are modelled.
Same is if we want to export pipes from our project. It’s a complex activity.
Basic equipment, not based on templates, can instead be exported and imported easily because
primitives are elements common to any project.
If the only interest in imported pipes is their geometry and we don’t need to operate with their piping
class, it could be easier to explode them to manage a simplified representation.
‘Pipe Explode’ tool can perform this activity.
Pipes are replaced by equipment and branch members by sub-equipment. Branch structure is lost, it
only remain as indication in sub-equipment name.
Some branch member attributes are assigned to new sub-equipment: Dtxr is copied in Description,
Type in Purpose, Name in Function.
Center lines are also translated using SCTN and GENSEC elements.
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4.4 EQUI explode
Equipment built with only primitives can be easily exported and imported. But they can include more
intelligent elements working with specification and catalogues. The more common one is nozzle
(NOZZ). If nozzles specification of source project doesn’t match the destination project one, transfer is
going to lose them. ‘Equipment explode’ tool can convert these catalogue objects in simple primitives
objects to avoid this problem.
Nozzles are replaced by sub-equiment. All catalogue informations are lost, only geometry remains.
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TMPL can also own other catalogue based objects: SCTN, GENSEC, PNOD, PJOI etc.
Their translation is not been implemented at the moment.
4.5 TMPL explode
‘TMPL explode’ macro is aimed to remove all the intelligence from a Standard Equipment.
It unlinks all EQUI and SUBE from catalogue, deletes all DDSE and DPSE logic elements, removes
all rules. After explode process, equipment can’t be edited anymore with ‘Modify properties’ form.
This tool is used to export the model, protecting Company knowhow.
4.6
EXPORT TO AUTOPIPE / CAESAR
4.7
EXPORT TO DIALUX
4.8
EXPORT TO NAVISWORKS
Autodesk NavisWorks Simulate software provides 4D analysis and visualization that enables design
professionals to share and combine output for clear, descriptive content that helps demonstrate
design intent and validate decisions. Entire projects can be replicated with dynamic, photorealistic
views and 4D construction schedules to demonstrate and clarify all options.
Autodesk Freedom is a free 3D viewer for NavisWorks NWD and Autodesk DWF files, Freedom is the
answer for those without design software or specialist skills that want to explore a project model.
Freedom offers an unrestricted, easy to use interface for real-time navigation of even the largest 3D
models complete with textures and materials, as well as animation playback, hyperlinks and saved
viewpoints.
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4.8.1
Geometry export
4.8.2
Attribute export
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5 PUMA – PDMS-link
The PDMS-link interface allows scripts to be produced in PML to load o Piping classes and correlated
catalogues. More precisely, the PML files which are produced by the interface relate to:
• Piping classes (SPCOM elements)
• Catalogue of the descriptions and symbols for Isodraft (SDTE elements)
• Catalogue of the material descriptions (SMTE elements)
• Weights tables (CMPT elements)
• Tables of standard-length Bolts (BLIS elements)
• Tables of extra-length Bolts (LTAB elements)
5.1 PDMS-link scripts
Text files produced are:
*_ALL.TXT
CATA_SDTE.TXT
CATA_SMTE.TXT
CMPT.TXT
BLTA_BLIS.TXT
BLTA_LTAB.TXT
where * stand for piping class name, one file for each Piping class
description catalogue
material catalogue
weight catalogue
bolts standard length
for bolts extra length
Scripts must be loaded in proper PDMS module in the specific order:
BLTA_LTAB.TXT
Paragon
Propcon
Specon
BLTA_BLIS.TXT
CATA_SDTE.TXT
CATA_SMTE.TXT
CMPT.TXT
*_ALL.TXT
5.2 PDMS-link additional scripts
PDMS-link script are capable to load all Piping class elements in PDMS. But more elements, not
present in PUMA database, are in need to complete the model.
Many scripts have been added to integrate the tool:
PDMS_Link.txt
Runs all below scripts, switching between PDMS modules and
logging errors.
RATING.txt
Compile rating attribute for each Piping class. It’s necessary for
following scripts that integrate Piping class with rating
dimensioned elements .
ATTA.txt
Add General Attachments (ATTA) in each Piping class.
PIPE_END_45_CUT.txt
Add 45° cut ends (ATTA) in each Piping class. These elements
have only a graphical purpose for vent pipes.
WELD.txt
Add welds (WELD) in each Piping class.
BEND.txt
Add ‘bends - angle adjustment’ (BEND) in each Piping class.
These bends are in need to compensate minor angle
misalignments typical of sloped pipes.
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BEND_PIPE.txt
ELBOW_FOR_ELBOLET.txt
SET-ON.txt
REINFORCING_PAD.txt
ORIFICE_FLANGE.txt
SUPPORT_ON_TUBE.txt
INSTRUMENT_GENERAL.txt
INSTRUMENT_DIAL.txt
INSTRUMENT_PARAM_FLANGED.txt
ORIFICE_PLATE.txt
PRESSURE_RELIEF_VALVE.txt
PRESSURE_RELIEF_VALVE_thd.txt
PCV.txt
BALL_VALVE_PA.txt
BALL_VALVE_MOV.txt
B-FLY_VALVE_PA.txt
ULTRASONIC_FLOW_METER.txt
MAGNETIC_FLOW_METER.txt
FLAME_ARRESTOR.txt
CHOKE_VALVE.txt
PIG_SIGNALLER.txt
LEVEL_GAUGE.txt
PVRV.txt
RECYCLE_CHECK_VALVE.txt
HYDRANT.txt
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Add ‘bends – variable angle / radius’ (BEND) in each Piping
class. These bends are in need to model bended pipes.
The script is also copying pipes PUMA marks. Bends are marked
as pipes to produce correct material in Piping MTO.
Add specials elbows (ELBO) with additional connection for
elbolet.
All the characteristics are copied from elbow already present in
Piping class.
Add ‘tees set-on’ (TEE) in each Piping class. These are used for
pipe-to-pipe connection.
Add reinforcing pads (TEE) in each Piping class. These are used
for reinforced pipe-to-pipe connection. Pads could also be
included in PUMA Piping class. In this case script must be
excluded.
Add orifice flanges (FLAN) in each Piping class. The couple of
flanges are purchased with orifice plate as a single item. They are
not included in Piping MTO, but Instrumentation MTO. ‘Mtoc’
must be set OFF to exclude them from Piping MTO.
They have additional connections for instrumentation. Piping
assemblies connected are usually included in Piping MTO.
Add supports (ATTA) in each Piping class. Piping shoes, guides
and line stops in accordance with PIPING SUPPORT
STANDARD EST-PPN-DW-000-001.
Add zero-length instruments (INST) in each Piping class. They
are sometime useful to get correct indication in Isometric drawing.
Add dial instruments (INST) in each Piping class. Flanged and
threaded pressure indicator, pressure transmitter, thermowell etc.
Add parametric flanged instruments (INST) in each Piping class.
Face to face dimension can be modified by design parameter.
They are used to model flanged instruments not included in
Piping class.
Add orifice plates (INST) in each Piping class. They are used in
combination with orifices flanges.
Add pressure relief flanged valves (INST) in each Piping class.
Add pressure relief threaded valves (INST) in each Piping class.
Add pressure control valves (INST) in each Piping class.
Add pneumatic actuated ball valves (INST) in each Piping class.
Add electric actuated ball valves (INST) in each Piping class.
Add pneumatic actuated butterfly valves (INST) in each Piping
class.
Add ultrasonic flowmeters (INST) in each Piping class.
Add magnetic flowmeters (INST) in each Piping class.
Add flame arrestor (PCOM) in each Piping class.
Add choke valves (INST) in each Piping class.
Add pig signallers (INST) in each Piping class.
Add level gauges in each Piping class.
Three branch members are in need to model a single level
gauge. Top and bottom parts are added in Piping class ad three
way valves (VTWA), middle part is added as instrument (INST).
Add pressure/vacuum relief valves (INST) in each Piping class.
Add recycle check valves (INST) in each Piping class.
Add hydrants (PCOM) in each Piping class.
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REORDER.txt
PUMA_BLTREF.txt
PSV_BLTREF.txt
RECYCLE_CHECK_BLTREF.txt
PVRV_BLTREF.txt
WELDOFLANGE_BLTREF.txt
SPLIT-TEE_BLTREF.txt
NOFF.txt
BOLT-NEW_METHOD.txt
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Sort order of elbows in Piping class positioning 90° elbows before
45°. 45° are loaded before 90° by PUMA script, but PDMS pipe
routing tool want them inverted.
All flanged elements added in Piping class by additional scripts,
miss bolts. Additional elements are not included in Piping MTO,
but their bolts shall be considered. Bolt attribute is copied from
flanges to additional elements.
The same attribute is copied also to all flanged elements added
by PUMA script. PUMA generate a Standard Bolt element for
every flanged element in Piping class. Identical bolts appear with
different Marks, producing a duplication of lines in Isometric
drawings.
This modification set a unique bolt Mark for every compatible
connection.
Pressure relief valves, added in Piping class by additional scripts,
miss bolts. To add them, more complex script is needed than
PUMA_BLTREF.txt . PSVs can have different arrive and leave
connections. Size can change, rating can change and facing too.
The script generate a Multi Bolt Table (MBLI) for each PSV,
combining two bolt attributes copied from flanges.
Recycle check valves, added in Piping class by additional scripts
miss bolts. To add them, more complex script is needed than
PUMA_BLTREF.txt . They have three flanged connections. Branch
connection is usually different from arrive and leave.
The script generate a Multi Bolt Table (MBLI) for each valve,
combining three bolt attributes copied from flanges.
Pressure/vacuum relief valves, added in Piping class by
additional scripts, miss bolts. The script generate a Multi Bolt
Table (MBLI) for each valve, combining two bolt attributes copied
from flanges.
Weldoflanges, added in Piping class by PUMA scripts, miss bolts.
PUMA is not capable to set bolts for reduced sizes. Bolt attribute
is copied from flanges.
Split-tee, added in Piping class by PUMA scripts, miss bolts.
PUMA is not capable to set bolts for reduced sizes. Bolt attribute
is copied from flanges.
Create new Detailing Text (SDTE) for each bolt element present
in Piping class with same description. Noff attribute from related
Bltref is copied to MtoQuantity attribe of new SDTE.
This way it’s possible to have correct number of bolts in Isometric
drawing and Piping MTO when they are attached to another
branch member with Mtoref attribute (additional material).
PDMS-Link import and arrange bolts in PDMS using an outdated
method, commonly known as the ‘Old’ method.
This script is capable to convert the ‘Old’ bolts method to the
‘New’ one. It creates all needed database elements like Bolt
Table, Bolt Catalogue and all Bolt Specifications.
PUMA Marks exported with default PDMS-Link scripts are
combined with new elements created.
If this script is set active, all previous scripts dedicated to bolts
are no more useful and are not loaded.
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PESI_NON_PUMA.txt
PUMACODE.txt
CORROSION_ALLOWANCE.txt
MATERIAL_TYPE.txt
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Weights information are stored in Property database using
Component Data (CMPD) and Tube Data (TUBD). These
elements are created by PUMA scrips, for all objects present
Piping class.
All elements added in Piping class by additional scripts, miss
weight. The script create all needed database elements and
compile weight attribute reading it in Catalogue database.
The User Defined Attribute (UDA) :Weight is compiled for all
elements with unitary weight. This UDA is listed in Material Table
in Isometric drawings.
PUMA unique mark for each Piping class element is written in
PDMS database as part of the name of related Component Data
(CMPD) or Tube Data (TUBD). The script extract the mark and
copy it to User Defined Attribute (UDA) :PARTNAME for each
SPCO. This operation is necessary for Piping MTO and Isometric
drawing extraction.
Writes the corrosion allowance value to User Defined Attribute
(UDA) :Corrosion for each Piping class. This value is used during
export for Stress Analysis programs.
Writes basic material (Carbon Steel, Stainless Steel, ecc.) on
Tqualifier attribute for each Piping class. The value is used as a
filder during Weld Report extraction.
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PUMA Piping MTO scripts
***_MTO.txt
DesignMTO.txt
PUMA_BLIND_SPACER.txt
PUMA_MTO_TUBI.tmp
PUMA_MTO_FITTING.tmp
PUMA_MTO_BEND_PIPE.tmp
PUMA_MTOREF_ELEMENT.txt
IsodraftMTO.txt
File name: PDMS guide_03.doc
*** stand for project code.
The script set the project folder for Piping MTO, filter MDB to
work on, create dedicated subfolder for each MDB and runs
DesignMTO and IsodraftMTO scripts.
Runs below scripts in Design module:
PUMA_BLIND_SPACER.txt
PUMA_MTO_TUBI.tmp
PUMA_MTO_FITTING.tmp
PUMA_MTO_BEND_PIPE.tmp
PUMA_MTOREF_ELEMENT.txt
Adds a spacer for each bling and a bling for each spacer.
Additional material is included using Mtoref attribute.
Material report for all branch member with Type equal ‘TUBI’.
Material unit is meters.
Material report for all branch member with Type unequal ‘TUBI’
and ‘BEND’.
Material unit is pieces.
Material report for all branch member with bended pipe.
Material unit is meters.
Material report for extra materials added with Mtoref attribute.
Material unit is pieces.
Runs Bolt Report for each pipe in Isodraft. The reports are then
rearranged to make them compatible with report extracted in
Design. Big effort is spent to list the correct marks.
Revision: 9/25/2020 5:40:00 PM