Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
Target & Experimental halls
Technical specification D01,D03-D081,D03-D08
Preliminary Design
K03-DT-DEPDDDD---Technical specification D01,D03-D08.docx
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
DOCUMENT REVISION HISTORY
Revision
Reason for revision
Date
-
-
-
List of Authors
Jonas Ulfvin
List of Reviewers
List of Approvers
Fredrik Bergstedt
Jan Molander
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
TABLE OF CONTENTS
1.
General Description
4
2.
Precondtions for PD Structural Design
4
3.
Design Standards
5
4.
Structural Description
5
4.1
Basis of Design
5
4.1.1
Installation galleries, D01 and D03
5
4.1.1.1
Groundwork and Foundation
5
4.1.1.2
Framework
5
4.1.1.3
Supplementary structural
7
4.1.2
D04 – D08
7
4.1.2.1
Groundwork and Foundation
7
4.1.2.2
Framework
8
4.1.2.3
Supplementary structural
10
4.2
Principle for construction stability
11
4.2.1
D01, D03
11
4.2.2
D04 – D08
11
4.2.3
Openings in slab
11
4.3
Structural Shielding
12
4.4
Overhead cranes and lifts
12
5.
Loads
12
5.1
General
12
5.2
D01, D03
12
5.3
D05, D06
12
5.4
D04, D07, D08
12
5.5
Equipment weights
12
5.6
References
13
List of Abbreviations
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
1.
Revision
Amount
Unit
Rev
GENERAL DESCRIPTION
Figure 1
Overview of Target Building with D01 – D08
The Experimental building (D01 and D03) is mainly designed for different zones of heavy
loads and shielding from instruments. The instruments are sensitive for floor deflections and
that’s why the bottom floor has a substructure containing piles. Under the floor is also a
installation gallery for providing the instruments with electricity, media etc. Each hall is
supported by two overhead cranes.
The laboratory buildings (D04, D07 and D08) are designed for offices and laboratories.
The substations (D05 and D06) are designed for electrical transformation equipment.
2.
PRECONDTIONS FOR PD STRUCTURAL DESIGN
Listed below are deviations from requirements and preconditions as a necessary basis for
design due to missing requirements.


Installation galleries are not updated due to missing information regarding needed
space for installation.
Weight, vibration and deflection requirements for equipment’s in laboratory buildings
are not decided and the live load is an assumption at this stage.
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text


3.
Revision
Amount
Unit
Rev
Placement of beam guides from experimental hall 2 to guide hall are not clarified. We
assume a concrete wall that function as a structural wall for columns and openings
for beam guides anywhere along the wall.
Beam in experimental halls for vehicle accident and roof trusses are done by other
supplier. This need to be confirmed in Detail Design.
DESIGN STANDARDS
See ESS document DM—AA-DEPG------Conventional Facilities Design Manual Structural
4.
STRUCTURAL DESCRIPTION
The general strive is to establish the most maintenance free environment possible. The
proposal contains solutions not fully coordinated, synchronized and reviewed with all
demands.
4.1
Basis of Design
4.1.1
Installation galleries, D01 and D03
4.1.1.1
Groundwork and Foundation
Installation gallery:



Piles along outer walls with concrete piles SP3, c/c 2m.
Ground slab h=500mm on filled materials above ground water.
Geo-textile
D01 and D03:





4.1.1.2
Ground slab is piled with concrete piles, SP3 c/c 2m.
Concrete slab h=500mm with a slab edge of 700mm on filled materials above ground
water.
Ground insulation of XPS 100mm will be used 6m from façade.
Geo-textile
The north sector in D03 will be lowered by 500mm and the reinforcement will be
non-magnetic material.
Framework
Installation gallery:
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text



Revision
Amount
Unit
Rev
Walls of 300mm in situ concrete against filled materials.
Roof of precast elements RD/F 240/15 that also function as base for the ground slab
in experimental hall.
Roof of gallery from D03 to D05 will be precast elements RD/F 240/15 and 150mm
concrete slab. Insulation of XPS 100mm on top of gallery and down 1000mm on the
side
D01 and D03:
Figure 2
Experimental hall 1, D01 building
Figure 3
Experimental hall 2, D03 building


Welded steel columns 600x400 c/c 6m. Top of columns will be a steel beam to
manage vehicle accident and roof trusses, input from other supplier
Bracing along each façade will be according to roof supplier.
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text


Revision
Amount
Unit
Rev
Overhead crane beams along columns. The two overhead cranes in D03 will overlap
by 8m in order manage equipment’s. This overlap will occur by a cantilever of the
overhead crane beam and diagonal support to ground slab.
The connecting wall between D03 and Guide hall will be 800mm in situ concrete with
a height of 6,5m. This wall will act as a structural wall where openings for each beam
guide can occur anywhere. The estimated opening for each guide is 1,0 x 2,5m –
3,5m.
4.1.1.3
Supplementary structural
Walls:


Sandwich steel elements 6m long and 1.2 m high. The elements stand on
150x100mm (bxh) concrete curb.
Outer structure will be according to Architect
Walkways:

In experimental halls, at level 110, there will be a 1,6m wide walkway with steel
cantilever to each column and grating floor along the façade. This walkway will be in
6m modules which can be lifted by overhead crane in order to manage shielding
block close to façade.
Roof:

According to other supplier
4.1.2
D04 – D08
4.1.2.1
Groundwork and Foundation
Basement:



Concrete slab h=500mm on filled materials above ground water
Geo-textile
On top of basement precast elements RD/F 240/15
Buildings:



Each building has a concrete slab h=200mm and a slab edge of 400mm on filled
materials above ground water.
Ground insulation of XPS 100mm will be used 6m façade.
Geo-textile
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
4.1.2.2
Revision
Amount
Unit
Rev
Framework
D05:
Figure 4



Substation, D05 building
Roof of precast elements HD/F 120/32.
The walls will be 150mm and 250mm precast concrete elements with 100mm
isolation.
Outer structure will be according to Architect.
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
D06:
Figure 5






Substation, D06 building
Basement: 300mm concrete walls against filled material.
Roof of precast elements HD/F 120/32.
The outer walls will be 150mm and 250mm precast concrete elements with 100mm
isolation.
Outer structure will be according to Architect.
Precast columns RP 40/30 c/c 6m along façade to experimental hall.
Precast beam RB 30/40
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
D04, D07 and D08:
Figure 6







4.1.2.3
Laboratory building, D04, D07 and D08
Basement: 300mm in situ concrete walls against filled material.
Upper floors of precast elements HD/F 120/32.
Upper floors concrete slab of 100mm
The outer walls will be 150mm precast concrete elements with 100mm isolation.
Outer structure will be according to Architect.
Steel columns HEA300 c/c 6m along façade to experimental hall and center of
building.
Steel beams HSQ, 335x500.
Supplementary structural
Walls:



For each transformation box there will be 150mm precast concrete wall.
Staircase and lifts will be 150mm precast concrete elements.
Inner wall for stability will be 150mm precast concrete elements
Roof:





Precast elements HD/F 120/32
In-situ cast concrete layer of 40 mm
PE-plastic foil
Mineral wool 260 + 20 mm
Watertight membrane
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
D05 and D06:




Precast elements HD/F 120/32
In-situ cast concrete layer of 40 mm
Insulation 100 mm
Watertight membrane
4.2
Principle for construction stability
4.2.1
D01, D03
The building is stabilized with steel columns located on the outer edge of the building. Load
from roof structure needs bracing and beams for stability.
4.2.2
D04 – D08
D05: The building is stabilized with precast concrete walls located on the outer edge of the
building.
D04, D06, D07 and D08: The building will be a self-standing structure connected to D01 and
D03. Expansion joints are done between all the buildings. The building is stabilized with
precast concrete walls located on the outer edge of the building and around stairs and lifts.
Columns are stabilized between each floor and connected to ground slab. Beams are
continuous over each column.
All floors are stabilized and connected to the concrete walls.
4.2.3
Openings in slab
Holes with diameter of 140mm can be taken on site in the middle of each element or at
the edge, but only one opening per element is allowed. Larger holes need to be
considered before manufacturing the element. Installations can be fixed with mechanical
components, nails are not recommended.
Figure 7
Area for openings in precast hollow core elements
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
4.3
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
Structural Shielding
See document CF Preliminary design Target building D02 Structural shielding
4.4
Overhead cranes and lifts
Se document H01-DT-DEPDGDTA—LIST OF TRANSPORT SYSTEM TARGET
5.
LOADS
5.1
General
In the Preliminary Design the following loads are used in addition to dead, snow and wind
loads. These loads have to be confirmed during detail design.
5.2
D01, D03
Live load Bunker area:
300 KN/m².
Other areas:
200 KN/m²
5.3
D05, D06
Live load ground floor:
10 KN/m²
Roof:
1 KN/m² for installations
5.4
D04, D07, D08
Live load ground floor:
75 KN/m²
Live load elevated floor:
10 KN/m²
Ceilings:
1 KN/m² for installations
5.5
Equipment weights
According to room book
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
5.6
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
References
H01-DT-DEPDGDTA—LIST OF TRANSPORT SYSTEM TARGET
NSS Report on Hall Floor Capacity
DM—AA-DEPG------Conventional Facilities Design Manual Structural
Foundation of Target and Experimental halls, evaluation of results from pile end plate load
tests
Architectural 3D model dated, 2014-06-20
Room book according to Architect, dated 2014-05-15
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Technical Specification
Document ID
Project/Area/Building
Responsible Discipline and Company
Target & Experimental halls
K03 SWECO Structures AB
CF Description
Work Package Leader
Technical specification D01,D03-D081,D03D08
Jonas Ulfvin
ESS-0013143
Date
2014-06-26
Code
Document Status
Revision Date
Preliminary Design
-
Text
Revision
Amount
Unit
Rev
LIST OF ABBREVIATIONS
Abbreviation
Definition
RP
Precast concrete column (Swedish = Rak pelare)
RB
Precast concrete beam (Swedish = Rak Balk)
FB
Precast concrete beam (Swedish = Fläns Balk)
IB
Precast concrete beam (Swedish = Rak Balk med I-tvärsnitt)
HEA
Steel column with I section
KKR
Steel column, box-shape
HD/F
Hollow core precast concrete element, pre-stress
RD/F
Solid core precast concrete element, pre-stress
HSQ
Steel beam, box-shaped with bottom flange
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