IMPORTANT:
Any safety provisions as directed by the appropriate governing agencies must be observed when using our products.
The pictures in this brochure are snapshots of situations at different stages of assembly, and therefore are not complete images. For the purpose of safety, they should not be deemed as definitive.
All of the indications regarding safety and operations contained in this brochure, and the data on stress and loads should be respected. ULMA Construcción’s Technical
Department must be consulted anytime that field changes alter our equipment installation drawings.
Our equipment is designed to work with accessories and elements made by our company only. Combining such equipment with other systems is not only dangerous but also voids any or all our warrantees.
The company reserves the right to introduce any modifications deemed necessary for the technical development of the product.
All rights reserved
Neither all nor part of this document may be reproduced or transmitted in any way by any electronic or mechanical procedure, including photocopy, magnetic recording or any other form of information storage or retrieval system without the written permission of ULMA Construcción.
National Book Catalogue Number: SS-889-2009

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Safety note
Control note
Warning note
Information note

4
RAPID Horizontal Formwork
The RAPID recoverable modular formwork system is used in reinforced concrete slabs , lost pile grid slabs, joist and vaults slabs, hanging beams, etc.
Continual formwork assures the safety of the workers both while assembling the plywood and while putting up the joist and vaults.
Assembly can be executed without the need to use any tools other than a hammer.
There are two types of main beams; therefore it has two variants of the system: RAPID 1 m and
RAPID 0.67 m.
System elements are very durable, due to the system design and the robust materials of which it is manufactured with surface finishes coated in epoxy paint.
The main beams used together with the props or shoring towers, comprise the Remaining
Structure of the RAPID system, while all other elements constitute the Recoverable Materials.
After concrete is poured, the recoverable materials (boards, secondary beams and recoverable heads) can be recuperated within 3 days to be reused.
Installing board with nets under slab avoid any fall at different levels.
It is not necessary to reprop the shoring or to move the props from the time the structure is assembled until it is completely dismantled.
Open grids, with a standard opening of 2 m, achieve highly efficient assembly processes and leave enough space through which vehicles and mobile towers can pass.
Flexible system
• Can be adapted to different geometrical shapes with varying grid dimensions, using different dimensions of main beams and changing the direction of the grid.
• To infill against columns and walls.
• To provide solutions in perimeter areas with the cantilever running in the direction of the secondary beam and with the main beam running lengthwise.
• Few props per m 2 ; can easily be reinforced to permit pouring thick slabs by either reducing the width of the grids or by incorporating more props.
• Structure can be shored with props or shoring towers.
• The whole steel structure can be assembled on one side, and the plywood can then be put up by the same or different work crews.
Safe system
• Easy to incorporate handrail protection around the perimeter and holes.
• Board installation can be safely executed from mobile towers positioned in the open grids, from above after having hung nets under the formwork or with workers tied off to lifelines between columns.
• Board is installed between the main beams and the secondary beam tabs, which lock it in place impeding its movement without the need to nail it down.
Construcción

Construcción
5

RAPID Horizontal Formwork
The main components of the system are:
6
The first three elements are used to form the steel structure, and the board is installed on top of the structure, serving as the base of the formwork.
The heads, secondary beams and board make up the recoverable structure of the system, designed so that in less than 72 hours after pouring the concrete, the plywood can be reused.
The design of edge secondary beams, where support the boards, prevents them slipping.
Formwork can be shored with any type of prop in our product range, as well as with the G Shoring, depending on the height and load required.
The main beams, together with the prop or shoring, comprise the remaining structure of the RAPID system.
By replacing only the main beams with support beams, the same components can be used for the construction of hanging beams, which are frequently used in slabs or beams free from mixed slabs (poured on site + prefabricated). G Shoring is used for shoring, and the cross brace is selected as a function of beam thickness and weight.
Construcción

The board commonly used to form the RAPID system's shuttering face is the 3 layer plywood. Users can choose between TRIMAX and TRI qualities.
TRIMAX is a high quality 3 layer plywood comprising three layers of spruce wood in which the outside layers run lengthwise while the inside layer runs crosswise.
Available manufactured thicknesses: 21 and 27 mm.
TRIMAX is resistant to boiling water and atmospheric conditions. It is bonded with an AW 100 type bond in accordance with ÖNORM B3023. The outside surface is coated with 130 g/m 2 synthetic yellow melamine resin coating, and the edges are sealed.
The inside sheets are bonded over their whole surface, sanded and calibrated, thus assuring uniform thickness for all TRIMAX sheets.
Due to its high quality it has a high durability.
TRI is a 3 layer plywood comprising three layers of select softwoods (spruce or pine) in which the outside layers run lengthwise while the inside layer runs crosswise.
The sheet is bonded with an AW100 type bond in accordance with ÖNORM B3023.
Available manufactured thicknesses: 21 and 27 mm.
The outside surface is coated with 120 g/m 2 synthetic yellow melamine resin coating, and the edges are sealed.
RAPID Horizontal Formwork
Construcción
7

RAPID Horizontal Formwork
8
The SP Prop has been designed for shoring horizontal formwork systems, and other shoring requirements that may arise on construction site. It is known for its special design, which permits regulating and securing at specific heights thus permitting a fast approximation of the height of the element to be shored. A threaded nut is used to make the fine adjustment. The epoxy resin coating techniques give it an effective anti-rust protective coating.
There are five types of props available in the SP range of props:
• Normal Prop
• Strong Prop
• SP-34 Prop
• SP-40 Prop
• SP-50 Prop
Customers can select the most appropriate of these props for each need based on the load and height requirements.
For making the proper selection, the working loads (kN) charts are attached.
NORMAL PROP STRONG PROP
Height (m) 1.75-3.10 2.10-3.50 2.10-3.65 2.35-4.00 3.65-5.25 2.00- 3.40 2.50-4.00 3.90-5.00
3.20
3.30
3.40
3.50
3.60
3.65
3.70
3.80
2.40
2.50
2.60
2.70
2.80
2.90
3.00
3.10
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
1.75
1.80
23.00
23.00
1.90
23.00
2.00 23.00
2.10
2.20
2.30
2.35
4.80
4.90
5.00
5.10
5.20
5.25
21.71
20.43
19.79
22.57
26.00
22.14
26.00
21.93
26.00 22.50
7.60
7.10
6.60
6.10
5.60
5.40
26.00
26.00
26.00
26.00
26.00
19.14
17.64
15.93
14.21
21.71
20.50
18.50
16.50
26.00
26.00
26.00
26.00
22.50
22.50
22.50
22.50
12.50
11.17
9.83
8.50
14.50
13.33
12.17
26.00
24.83
23.67
22.38
22.25
22.13
11.00 22.50
22.00
10.36
9.72
9.08
8.44
20.83
19.31
17.94
16.56
15.19
14.50
21.32
20.64
19.95
19.27
18.59
18.25
15.00
19.30
17.50
16.50
15.80
17.57
16.21
14.86
13.50
14.66
13.97
13.28
12.59
26.00
25.30
22.50
28.00
28.00
28.00
28.00
27.00
26.00
25.00
24.00
23.25
22.50
21.00
19.50
22.00
12.06
11.67
11.29
10.90
8.44
8.16
7.88
22.00
22.00
22.00
22.00
22.00
22.00
21.63
21.25
19.88
18.50
For further information, see the
SP Prop Catalogue
SP Prop
This data is appropriate to be used for new, plumbed props for which the load is vertically centered.
Construcción
Construcción

RAPID Horizontal Formwork
The light ALUPROP Prop supports very high load capacities and it is manufactured in aluminium.
This prop is certified by the German Institute, SIGMA
KARLSRUHE GMBH.
Supplement 1 m can be connected on ALUPROP 4.5-6 prop, making it possible to achieve heights of 7 m without bracing the props. The Supplement 1 m will be fixed to outer tube of the ALUPROP Prop with
ALUPROP clamp.
The following table shows the working loads (kN) of
ALUPROP 4,5-6 with and without supplement.
In both cases, consider the inner tube down.
ALUPROP 4.5-6
6.10
6.20
6.30
6.40
6.50
6.60
6.70
6.80
6.90
7.00
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
4.50
4.60
4.70
4.80
4.90
5.00
5.10
5.20
h (m) Without supplement With supplement
35.80
34.40
33.00
31.60
30.20
28.80
27.50
26.10
47.10
45.70
44.20
42.80
41.40
40.00
38.60
37.20
18.50
18.10
17.60
17.30
16.90
16.30
21.60
20.90
20.20
20.10
19.60
19.10
15.50
14.70
13.90
13.10
This data is appropriate to be used for new, plumbed props for which the load is vertically centered.
For further information, see the
ALUPROP User’s Guide
User’s guide
ALUPROP
Prop
Construcción
Construcción
9

RAPID Horizontal Formwork
The G Shoring system is used to support horizontal formwork when that formwork exceeds the maximum height that can be reached by the props.
The system structure basically comprises its frame.
These frame elements are assembled one on top of another until reaching the desired height, using the different frame heights in combination with the base jacks.
This shoring system has different heads that facilitate shoring the main beams or the support beams as necessary.
10
The following working loads are provided to guide the user, always taking into consideration that the shoring has been properly assembled following the assembly instructions:
• Linked towers, built using Frames
G-100 1.85 m, braced with crossbraces and with jacks extended to a maximum of 65 cm (H: total height of the shoring):
0<H 10 m … Working load per leg:
20 kN
• Independent towers, built using
Frames G-100 1.85 m and with jacks extended to a maximum of 65 cm:
Working load per leg: 12 kN
For further information, see the
G Shoring Catalogue
Heights greater than 10 m require more exhaustive technical study.
Construcción

RAPID Horizontal Formwork
Construcción
11

RAPID Horizontal Formwork
12
1 Lay the main beams on the ground with their lugs up and assemble the recoverable heads along their whole length.
Strike the wedge with a hammer to fix the heads.
Construcción

RAPID Horizontal Formwork
2 Tie the first Main beam around a column so that the system is stable from the beginning of its assembly.
Lift the Main beam along with its corresponding heads, with 2 props and tie the Main beam to the column.
3 Hang the Secondary beams from the main beams. Then, parallel to the first main beam, assemble another main beam supported on 2 props.
In mobile scaffolding towers, work with the brake on and do not move when the operator is on top of them.
Construcción
13

RAPID Horizontal Formwork
4 Once the secondary beams are assembled, those secondary beams that interfere with columns, and that cannot be assembled on the corresponding recoverable heads, are supported on auxiliary heads and props.
5 Install the board in the column area to stabilize the structure.
14
Install the 3-layer plywood from a mobile scaffolding tower or from a work tower.
If that is not possible, execute this operation from the top of the formwork structure, but the operator must always be tied off to a lifeline to avoid falling, or nets under the formwork have to be used.
Construcción

6 Then continue assembling the main beams, assembling the window on the end of one beam with the tabs on the head of the other beam helped by a prop.
RAPID Horizontal Formwork
The prop should be extended to approximately the necessary height.
7 Follow the same procedure with the main beam that is assembled parallel. Afterwards assemble the secondary beams, and be careful to install an Edge secondary beam every 2 m.
The other secondary beams shall be
Intermediate beams.
Construcción
15

16
RAPID Horizontal Formwork
8 Once the steel structure is assembled, proceed to level the formwork helped by levels and the construction site topographer.
9 The remaining props are put up, inserting the same in the main beam sockets at the proper height, assuring they are properly plumbed.
Construcción

10 Assemble all boards in a safe way.
RAPID Horizontal Formwork
Construcción
17

RAPID Horizontal Formwork
Working procedure:
1. Assemble the cantilevers
2. Cantilevers shoring
3. Assemble the boards
In the perimeter formwork areas, where cantilevers are necessary, assemble the main beams without recoverable heads because the cantilevers will have the recoverable heads incorporated.
Once the cantilevers are in place, assemble the corresponding props.
18
On one extreme, the edge cantilever beams have a support in which the
Safety Handrail Post can be installed as a perimeter protection. (See
Assembly of Safety Elements)
Construcción

If the steel structure can be accessed from the ground, these elements will be assembled from that level. If it is not accessible, use mobile towers when installing the boards on the perimeter.
RAPID Horizontal Formwork
Construcción
19

RAPID Horizontal Formwork
Working procedure:
1. Installing the base jacks and the top heads
2. Installing the RAPID Formwork
For more information, see the G Shoring Catalogue
G Shoring
Construcción
Install the Base jacks and the Heads 55 at the top of the shoring to support the formwork. If shoring a support beam, the Head 70 should be used.
20
The shoring assembler must use extreme caution in all phases of the assembly and disassembly, using a safety harness to be tied off all the time.
The last level of frames will not have sockets, since base jacks must be inserted on these.
Construcción

RAPID Horizontal Formwork
Once the G Shoring is assembled, install the RAPID Formwork as described in the corresponding section of this catalogue. The main beams should be assembled on the Heads
55, which were installed on the top of the shoring.
correct
The head which supports the extreme of the Main beam must be positioned to a minimum distance from the end of the Head 55, and it must be placed on the Base jack at the top of the
Upper frame.
wrong
Incorrect assembly can result in the
Main beam inclination during the assembly phase or deflection due to transferring loads in the concrete pouring phase.
Construcción
21

RAPID Horizontal Formwork
The shoring towers are braced together to assure a better stability.
On-site bracing should be put up every
5 m horizontally and every 4 m vertically.
• The Base jacks G 1 should not be extended more than 0.65 m.
• The Base jacks G 0.5 should not be extended more than 0.35 m.
22
Base jack G 0.5
Base jack G 1
Construcción

RAPID Horizontal Formwork
Concrete beams are shored using the Support beam. The Support beam is assembled perpendicular to the hanging beam and it facilitates reinforcing the board with more
Secondary Beams under the hanging beam. Once stripping is complete, the Support beam remains as a shoring element.
Support beam
Se c ondary beams
Construcción
23

RAPID Horizontal Formwork
RAPID formwork recovery or dismantling is carried out in two phases.
In phase one, the third day after pouring the slab, dismantle the recoverable material (heads, secondary beams, 3 layer plywood). The main beams along with the props or shoring should remain supporting the slab.
In phase two (at 21 days, 28 days or at the time required in accordance with the technical specifications provided specifically for the structure's slab and in the execution timeframes for the structure), remove the Main beams that were supported with the props or shoring system.
1 From the ground or from a mobile tower, release the heads along one row of main beams. Strike the wedge on each head with a hammer to free it up from the position where it is tied to the lug on the main beams.
24
2 The secondary beams are freed up once they are unhung from the recoverable heads.
The recoverable material (heads, secondary beams and boards) can be removed without letting it fall to the ground by first placing a net below the material recovery area.
Construcción

RAPID Horizontal Formwork
3 Then using a crow bar, strip the boards.
4 After the necessary time has passed, proceed to recover the main beams along with the props or shoring used.
Organization is an essential factor for safety.
When moving materials from one construction site to another, the materials should always be transported on duly strapped pallets to assure that the materials do not fall.
Construcción
25

RAPID Horizontal Formwork
Working procedure:
1. Lower base jacks from the top
2. Recover the main beams
Lower Base jacks from the top of the shoring using their adjustment screws to jack them down and separate them from the formwork's main beams.
26
Construcción

Remove the Main beams from the Heads 55.
RAPID Horizontal Formwork
For more information, see the G Shoring Catalogue
Construcción
G Shoring
For further information on these or other types of assembly, see TECHNICAL
INSTRUCTIONS FOR ASSEMBLY available in ULMA Construcción.
Construcción
27

28
RAPID Horizontal Formwork
When the prop is the shoring element, the Auxiliar head will be used to provide a stable support for the board, assembling new secondary beams on each side of the column.
Secondary beam
When the shoring tower is the falsework, Heads with fork and Tubes for infilling will be placed to provide new supports for the board.
Tube for infilling
Auxiliar head
Head with fork
Construcción

RAPID Horizontal Formwork
The Starting main beam and the Transversal fixation accessories allow starting the assembly from the wall in a safe way, without any infilling.
There are two possible assemblies:
With the Transversal fixation it is possible to assemble the main beam under the secondary beams, putting up the 3 layer plywood and the secondary beams against the wall. Likewise, it makes the system more stable because it's fitted between the main beam and the secondary beam opening.
Transversal fixation
Auxiliar head
The Starting main beam fits the gap between the first main beam and the wall, putting the 3 layer plywood up against the wall, avoiding any infilling. It works with
RAPID 0.67 and RAPID 1 m.
Starting main beam
Main beam
Construcción
29

30
RAPID Horizontal Formwork
The Cantilever is an auxiliary component that provides a working space in the edge of the formwork. Props are used as shoring element.
Cantilever beam
The beam is shored using the Support beam. The
Support beam is assembled perpendicular to the hanging beam and it facilitates reinforcing the board with more Secondary Beams under the hanging beam.
Once stripping is complete, the Support beam remains as a shoring element.
Secondary beam
Edge cantilever beam
The Main beam reinforcement provides additional supports (one or two Head 55) for the main beam when G-shoring is the shoring system.
Main beam reinforcement
Support beam
Head 55
Construcción

The main beam’s direction can be changed with 90º
Head. This element provides appropriate solutions for perimeter areas, irregular geometries or hanging beam’s support, making formwork much more flexible.
It's valid for RAPID 1 m and 0.67 m.
90º Head
RAPID Horizontal Formwork
Main beam
After stripping, the beams of the lost pile lightened slabs (joist and vaults) must be compulsory shored. The
Remaining beams facilitate the shoring even if the direction of the beams is not perpendicular to the main beams of formwork.
Main Beam
Remaining beam
Construcción
31

RAPID Horizontal Formwork
The main purpose of the RAPID Formwork safety elements is to protect the perimeter of the formwork and any holes that are considered to pose a risk of falling to the workers when forming, reinforcing and pouring concrete. These safety elements include Safety heads,
Safety handrail posts, Handrail tubes and Toe boards.
This equipment comprises the protective elements used to mark off and delimit the base or work surface.
The suitable distance to install the Safety heads is 2 m. The Safety heads permit standard assembly of the Secondary beams, and they permit installing the Safety handrail post.
32
Installing the Safety head over the Intermediate main beam.
Installing the Safety head on the Main beam on the border or on the perimeter of the formwork.
Construcción

Once all the Safety handrail posts are installed, proceed to finish putting up Handrail by assembling the Handrail tubes perpendicular to the Posts and tying these with their clamps.
Safety handrail S-V
Tube
RAPID Horizontal Formwork
Toe board
The Safety handrail post has tie holes, which are lined up with the
Safety head tie holes, permitting a pin to be used to fasten these components.
It is only necessary to insert pins when the requirements or the formwork assembly is put up in extreme conditions such as areas that are not protected, areas subject to strong wind forces, etc.
In the case of cantilevers, the solution will be provided by the Edge cantilever beams, which facilitate the insertion of safety posts and does not require the placement of safety heads.
Construcción
33

RAPID Horizontal Formwork
Once the formwork is fully equipped with all lateral protections, attention is now given to protect the slab borders in the stripping phase. The Plastic handrail support is used for this purpose.
34
Installing the Plastic handrail support
When stripping the recoverable materials, the slab protections must be put up so as to completely close off the whole perimeter.
Tube
Safety handrail S-V
Insert the Safety handrail posts on the Plastic handrail supports, which are embedded in the slab
Toe board
Construcción

RAPID Horizontal Formwork
Nets under formwork are the most effective solution to prevent falls during the assembly of the board.
That way it fulfills the European Directive 92/57/EEC, which gives priority to collective protections against the individual ones.
Because of its versatility, RAPID System has a hook that can be fixed in the formwork and in the props.
RAPID formwork with the nets have been verified by
AIDICO "Technological Institute of Construction of
Valencia” through a series of tests.
Construcción

RAPID Horizontal Formwork
There are two variants of the RAPID System according to the type of the Main beam:
• RAPID 0.67 m
• RAPID 1 m
RAPID 0.67 m
The system can be applied to any type of work because of its flexibility and strength. With this variant of the RAPID both props such as secondary beams are assembled every 67 cm. Sockets, to enter the props have Ø 32 mm.
RAPID 1 m
RAPID 1 m can save up to 25% of the cost of material, particularly in the implementation of reduced thickness slabs or lightened ones. By locating the secondary beams each 1 meter, the props can be arranged to coincide with the interval (B layout) or every 0.5 m (A + B layout), it is possible to use lighter props and therefore cheaper ones. The sockets are different for each layout to facilitate the proper assembly: one round, 25 mm diameter socket (B layout) and one square, 20 mm socket (A layout).
36
Both systems are compatible and share the same accessories.
Construcción

RAPID Horizontal Formwork
The following tables provide the maximum slab thicknesses with RAPID System, depending on the board and grid dimension.
RAPID 0.67 m
BOARD SHORING SECONDARY BEAM
PROP
.
REINF 1.5
THmax (cm) BOARD SHORING
PROP
SECONDARY BEAM
.
REINF 1.5
THmax (cm)
REINFORCEMENT
PROP
.
REINF 1.5
REINFORCEMENT
PROP
.
REINF 1.5
.
REINF 1.5
.
REINF 1.5
.
REINF 1.5
382 + Main beam reinforcement
2 intermediate supports
REINF 1.5
382 + Main beam reinforcement
1 intermediate support
.
REINF 1.5
.
REINF 1.5
.
REINF 1.5
.
382 + Main beam reinforcement
2 intermediate supports
.
REINF 1.5
382 + Main beam reinforcement
1 intermediate support
.
REINF 1.5
RAPID 1 m
LAYOUT B (props every 1 m)
BOARD SHORING
3 LAYER PLYWOOD
27 mm
PROP
3 LAYER PLYWOOD
21 mm
PROP
LAYOUT A+B (props every 0.5 m)
BOARD SHORING
3 LAYER PLYWOOD
27 mm
PROP
3 LAYER PLYWOOD
21 mm
PROP
SECONDARY BEAM
.
REINF 1.5
.
REINF 1.5
SECONDARY BEAM
.
REINF 1.5
.
REINF 1.5
THmax (cm)
THmax (cm)
Construcción
37

38
RAPID Horizontal Formwork
This component is supported by a prop, and it serves the same purpose as the Recoverable head. It must be used for infilling to incorporate one or two additional supports to the board.
Auxiliar head
This component is used for the same purposes as the
Auxiliar head when the steel structure is assembled with G Shoring.
Secondary beam
Head with fork
Tube for infilling
Secondary beam
Construcción

RAPID Horizontal Formwork
Transversal fixation
Starting main beam
Construcción
39

40
RAPID Horizontal Formwork
Using the Cantilever beam and Edge cantilever beam allows forming beyond the projection of the slab to make the working platform, using an inclined prop as shoring.
Cantilever beam
Edge cantilever beam
The beam is shored using the Support beam. The Support beam is assembled perpendicular to the beam and it facilitates reinforcing the board with more Secondary
Beams under the hanging beam. Once stripping is complete, the Support Beam remains as a shoring element.
Edge Secondary beam
Secondary beam
Support beam
Construcción

RAPID Horizontal Formwork
Main beam reinforcement allows reinforcing the main beam when it is shored with G Shoring, placing one or two Heads 55 like additional support.
Main beam reinforcement
Head 55
It permits changing the direction of the Main beams by 90º.
ULMA Branch (Madrid)
90º HEAD
Main beam
Construcción
41

RAPID Horizontal Formwork
• Mark off, fence off and close off the working area when appropriate.
• Receive transport vehicles on site after obtaining the necessary permits when applicable.
• The storage zone will be established and duly marked.
• All the material will arrive grouped and strapped.
• The person in charge of receiving the material will check the condition of the pallets or packages.
• The forklift route will be marked in order to avoid interferences with personnel.
• The forklift worker will store the materials following the working instructions provided by the person in charge of storage.
• In no case shall the worker in charge of storage or receiving, stay in the forklift travel route.
• The worker in charge of unloading shall not stay underneath the load.
42
• The worker will wait until the load is practically on the ground before guiding it to the proper place.
• Loads bigger than 25 kg will not be handled by one person.
Construcción

RAPID Horizontal Formwork
The Main beams, the Secondary beams, the Support beams and the Boards are supplied on properly strapped packages. Other elements are supplied in bulk in boxes or in pallets.
The storage of the different components has to be done always after their cleaning and each use.
The Boards should be piled off separately from the ground level on brackets and in an covered area.
Prolonged exposure to sunlight and rain may damage the Boards.
The biggest parts should be lifted or lowered by hoist to the different floors (or different heights) in packages that are strapped on both ends. Material shall be suspended by slings strapped to the tower crane hook. The other elements are moved in boxes.
The cleanliness of the formwork surfaces should be checked before assembling the materials that comprise part of the formwork. After each use, the boards should be cleaned with release agent applying it with brush.
Do not use wire brushes that can damage the surface of the board.
Construcción
43

44
RAPID Horizontal Formwork
Provided below is the criteria for identifying parts that, due to deformations or breakage that may occur, are considered not valid for use because these damages imply a risk of accidents to the operators who are handling the material or a risk of breakage to some system component when it is loaded.
• Main beam:
· Lugs: breakage or crack in the weld.
· Sockets: breakage.
• Head:
· Broken or bent tab.
· Support lug on broken wedge.
• Secondary beams:
· Torn tie hole on Head.
• Board:
· Excessive deformation in center of Board.
· Wooden layers in Board coming unglued.
Construcción

RAPID Horizontal Formwork
Release agent is used to keep concrete from sticking to the formwork, thus increasing number of times formwork can be used.
The release agent plays an important role in assuring the quality of the concrete surface. It serves the purpose of assuring there are no surface holes and that color is uniform.
To avoid bonding between the concrete and the formwork surface, the release agent creates a water resistant film, thus assuring that the water and the cement suspended in the surface cannot come in contact with the formwork surface.
The properties of the release agent should be compatible with the concrete and with the formwork on which it is going to be applied. This compatibility should comply with the following characteristics:
It should not cause holes nor generate color variations or other surface defects.
With the objective of avoiding interactions in the concrete curing and hardening process, it must not be soluble in water.
It must make the formwork more durable.
It must not be a health hazard to the workers who handle it.
As well as improving the concrete surface, the release agent minimizes the damages inflicted on the formwork surface. It also facilitates striping all types of molds and reduces residues, thus achieving long life board surfaces.
The release agent recommended by ULMA Construcción should be applied directly to surfaces, and it is formulated from mineral and chemical components with properties superior to conventional oils. Chemically, it forms an impermeable film over the board, which protects the formwork and the concrete.
Construcción
45

46
RAPID Horizontal Formwork
It should be applied uniformly on the wall in thin coats. Correct use guidelines should always be taken into account.
If used at temperatures above 60º, consult our Technical Department.
The release agent can be preserved for a maximum of 12 months when stored, well sealed, in its original containers under normal storage conditions.
Non-absorbent surfaces require one single application. New wooden surfaces not covered with polyurethane should be recovered with release agent if the wood soaks in the first coat of release agent applied.
The release agent has a high flash point, and therefore it should not be exposed to open flames or other sources of ignition. (Flash point
>60º)
The formwork surfaces should be cleaned carefully before applying the release agent. It can be brushed, rolled or sprayed on.
When possible it is recommended to use a sprayer.
Construcción

RAPID Horizontal Formwork
The prop support must be horizontal with a flat surface and stable base.
The prop must be plumbed.
YES
The load applied over the prop will be vertical and centered.
Horizontal loads must not be exerted on the prop.
YES
The props must individually be used between the support and the load. It is not advised to join these together in order to use them at higher heights since that could lead to collapses and decreased working loads.
Construcción
47

48
RAPID Horizontal Formwork
Do not use the formwork as a material storage platform, loading specific areas.
Always distribute loads uniformly by sorting out the stored materials.
Do not drop objects or jump on the shuttering boards.
Pour the concrete in layers or levels of uniform thickness and continually vibrate. Do not permit concrete to accumulate or build up in mounds to be subsequently leveled out.
Construcción

RAPID Horizontal Formwork
• Follow the Project instructions strictly.
• Always follow the Manufacturer’s General Instructions.
• Always follow Internal Safety Standards.
• The assembly of the mechanical elements and the board should be conducted safely, using either mobile towers, nets under the formwork or lifelines.
• The props should be used properly, observing load limits, plumbing and with stable support.
• When height of prop is exceeded, use shoring system.
• Personal and group safety equipment:
1. The personal protective equipment should include: hard hat, safety footwear, gloves and tool holder belt. It can also include an anti-fall harness and lifeline.
2. If necessary, use protective goggles or masks, hearing protection, breathing masks, reflective jackets and any other element required in the relevant occupational Health and Safety guidelines.
3. The safety handrail should be used as group protection, and, when applicable mobile towers, nets under the formwork and perimeter scaffolding will also be used.
• Safety Heads must be assembled in order to install the handrail on the steel structure. The housing is included in the perimeter solution.
• Pallets and boxes must be used when transporting material to the construction site and on the jobsite.
• For proper assembly, the following should be verified between uses: cleanliness of the board and support areas.
Construcción
49

50
RAPID Horizontal Formwork
• Holes should be protected with covers, handrails, nets or meshes to prevent people from falling from one level to another.
• The sides of the formwork structure or perimeter scaffolding will have regulatory handrails.
• Use 15 cm toe boards in the perimeter handrails.
• Check formwork elements and safety elements. Replace as necessary. Confirm:
· That no knocks or blows have damaged their section.
· That they are not bent.
· That their attachments are correct and effective.
• Check the following in timber or plastic elements:
· That they have no knocks, cracks or knots that may reduce their resistance.
· That they are properly secured to their supports.
· Replace as necessary.
• To access the formwork standard ladders, ladder turrets or regulation catwalks should be used.
• In mobile scaffolding towers, work with the brake on and do not move them when the worker is on top of them.
• Follow the specific procedure in the assembly and disassembly of perimeter formwork.
• Keep work areas clean and organized at all times. Leave material organized and stacked. Do not leave material disorganized on the formwork or on the ground.
• The formwork must be put up and dismantled by competent personnel assigned by the site manager to avoid any wrong operations.
• Do not leave any element partially assembled.
• Properly brace the structure when it is assembled.
• Do not work with formwork when wind speeds are in excess of 60 km/h.
• Check safety hooks and slings before lifting or stripping the formwork.
• Use suitable anchoring and certified slings and hoists when lifting.
• When moving material in slings, secure it to make sure that it does not come loose in transit.
• Do not drive under hanging loads or in areas where machinery is operating.
• Mark off and impede circulation in working areas.
• Use tool holder belts with pockets for small parts.
• Fit the equipment with the necessary mechanical lift mechanisms.
• Move only through signposted areas on the working zone.
• Train personnel in manual load handling.
• Use comfortable and safe postures when loading difficult bulky loads.
• Manual load conveying should be carried out with right body positions.
• Conduct a general revision of the formwork after the assembly is complete.
Construcción

RAPID Horizontal Formwork
• Prior to pouring concrete make sure:
· That the formwork is assembled correctly, observing the layout.
· To install the Reinforcement props where necessary.
· To level the formwork.
· To steep the formwork surface with release agent.
· To install the Plastic handrail supports along the perimeter of the freshly poured concrete slab for the subsequent placement of Safety handrail post on the slab.
• During the vibration process, the vibrators will never come in contact with the formwork to assure that the loads and overloads considered for each slab thickness will not be exceeded.
• Avoid undue stockpiling of material as well as accumulations and abrupt pouring of concrete.
• Pouring the concrete in several phases is recommended in cases where the maximum admissible thickness may be exceeded.
• Avoid “sudden” emptying of the bucket on the formwork. Pour the concrete from a height at which rough movements will not be produced in the formwork.
• The formwork should be removed only when the concrete is strong enough.
• Check the state of the formwork before undertaking any disassembly work.
• The horizontal loads to be supported by temporary building elements on site are defined in the EN 12812:2004 standard,
Formwork: verification requirements and general design (Section 8.2.2.2.) and are quantified as 1% of the vertical loads, Q1 and
Q2, where Q1 are permanent loads and Q2 variable vertical loads.
Similarly, in this section it is considered that these loads are transmitted to the structure through the formwork elements which, attached to the structure, restrict the horizontal movement of the formwork.
It also indicates in a note that this effect is due to actions such as those caused by pumped concrete pouring.
The formwork is designed taking into account the transfer of horizontal forces into the actual structure.
The horizontal load is transferred from one part to another until this stress is absorbed by a rigid element of the structure, such as a column, wall, etc. If there are no fixed points on the structure for bracing, the use of stable shoring with its relevant attachments is necessary.
• Council Directive 89/391/EEC on the introduction of measures to encourage improvements in the safety and health of workers at work.
• Council Directive 89/656/EEC on the minimum health and safety requirements for the use by workers of personal protective equipment at the workplace.
• Directive 95/63/EC concerning the minimum safety and health requirements for the use of work equipment by workers at work.
• Council Directive 92/57/EEC on the implementation of minimum safety and health requirements at temporary or mobile construction sites.
Construcción
51

52
RAPID Horizontal Formwork
Recoverable head
WEIGHT (KG)
1.9
CODE
1860001
Main beam
Main beam 2/1 socket 0.5
Main beam 3/1 socket 0.5
Main beam 4/1 socket 0.5
WEIGHT (KG)
9.3
13
17.3
CODE
1860316
1860314
1860312
Main beam
Main beam 2/0,67
Main beam 3,35/0,67
Main beam 4/0,67
11
17
20.8
1860010
1860012
1860014
Secondary beam
Reinf. second. beam 1.5
Secondary beam 2
9.3
12.6
1860504
1860060
Secondary beam 1
Secondary beam 1.5
4.4
6.4
1860057
1860058
Construcción

RAPID Horizontal Formwork
Secondary beam
Edge Reinforced secondary beam 1.5
Edge secondary beam 2
WEIGHT (KG) CODE
9.9
13.5
1860505
1860143
Auxiliar head
WEIGHT (KG)
1.4
CODE
1860067
Secondary beam
Edge secondary beam 1
Edge secondary beam 1.5
5.4
7.4
1860145
1860144
Head with fork 2.6
1860110
Cantilever
Cantilever
Edge cantilever beam
6.8
8.2
1860031
1860146
Board
3-layer plywood 1000 x 503 x 27
3-layer plywood 1330 x 503 x 27
3-layer plywood 2000 x 503 x 21
3-layer plywood 2000 x 503 x 27
7.2
9.6
11.4
15
7251130
1860512
7251131
7251132
Starting main beam 2.4
1860318
Construcción
53

54
RAPID Horizontal Formwork
90º head
WEIGHT (KG)
2.9
CODE
1860310 Main beam reinforcement
WEIGHT (KG)
5
CODE
1860284
Remaining beam 8.8
1860300
Transversal fixation 0.18
1860320
Support beam
Support beam 1
Support beam 1,34
Support beam 2,2
14
18.6
24.6
1860510
1860497
1860513
Construcción

RAPID Horizontal Formwork
Safety head
WEIGHT (KG)
1.5
CODE
1860518 Tube 42/4070 with socket
WEIGHT (KG)
8.4
CODE
2023800
Safety handrail S-V 3.9
1860516
Safety handrail 1.5
9.6
2211156
Coupler
Right angel coupler 42/42
Swivel Coupler 42/42
1.2
1.3
2012600
2012400
Tube 42
Tube 42/0.5
Tube 42/1
Tube 42/1.55
Tube 42/2.1
Tube 42/3.1
1
2
3
4.1
6.4
2033300
2033500
2033700
2033800
2034000
Construcción
55

56
RAPID Horizontal Formwork
Tube 48
Tube 48/1.6
Tube 48/2.1
Tube 48/2.6
Tube 48/3.1
Tube 48/3.6
Tube 48/4.1
Tube 48/5
Tube 48/6
WEIGHT (KG)
5.5
7
8.7
11.4
12.1
14.6
18
21.4
CODE
2125290
2125291
2125647
2125249
2125648
2125250
2125251
0200600
Extending ledger
WEIGHT (KG)
3.24
CODE
2211172
Tube 48/4100 with socket 13.14
2125649
Safety net
Safety net 1 x 10
Safety net 1.5 x 10
Safety net 2 x 10
Coupler 48
Swivel coupler 48/48
Right angel coupler 48/48
1.3
1.2
2125147
2125148
Safety net hook
1.7
2.5
3.3
1860708
1860660
1860657
10000
10000
10000
0.05
1860661
Construcción

RAPID Horizontal Formwork
Plastic handrail support
WEIGHT (KG)
0.1
CODE
1860533
SP Prop
Normal Prop 1.75/3.1
Normal Prop 2.1/3.5
Strong Prop 2.1/3.65
Strong Prop 2.35/4
Strong Prop 3.65/5.25
SP-34 Prop
SP-40 Prop
SP-50 Prop
Plug 42 0.007
1904100
WEIGHT (KG)
10
10.6
13.6
15.1
18.8
12.1
16.3
23.1
CODE
2150000
2150500
2154300
2159333
2154400
2170340
2170400
2170500
Release agent container
Release agent container 25 l.
Release agent container 210 l.
22
200
7230422
7230421
ALUPROP Prop
ALUPROP 1.65/2.8
ALUPROP 2.2/3.7
ALUPROP 3.3/4.8
ALUPROP 4.5/6
17.4
21.4
25.1
29.2
2220010
2220020
2220030
2220040
Sprayer 2.2
7230433
Construcción
57

58
RAPID Horizontal Formwork
SUPPLEMENT 1 m
WEIGHT (KG)
4.4
CODE
2220055
Base plate
WEIGHT (KG)
1.2
CODE
2000300
ALUPROP Clamp 1.1
2220080
Base jack
Base jack 0.5
Base jack 1
3.2
6.2
2000600
2000700
Head
Head 55
Head 70
1.2
1.9
1860088
1860500
Construcción

Frame
Frame G-100 1
Frame G-100 1.55
Frame G-100 1.85
WEIGHT (KG)
12.5
13.4
15.5
CODE
2003300
2003500
2003600
RAPID Horizontal Formwork
Platform
Platform G 1.065
Platform G 1.57
Platform G 2.075
WEIGHT (KG)
7.69
11.23
15
CODE
1860580
1860572
1860582
Crossbrace
Two-coloured crossbrace 1
Two-coloured crossbrace 1.5
Two-coloured crossbrace 2
Two-coloured crossbrace 1.5/0.75
Two-coloured crossbrace 2/0.75
3.9
4.8
5.8
4.2
5.4
1860507
1860101
1860107
1860098
1860104
Extending platform
Extending platform 1-1.5
Extending platform 1.5-2.35
Extending platform 2-2.7
12.5
17.3
20.5
2067035
2067048
2067043
Construcción
59

60
ULMA C y E, S. Coop.
Ps. Otadui, 3 - P.O. Box 13
20560 OÑATI (Guipúzcoa)
SPAIN
Phone: + 34 943 034900
Fax: + 34 943 034920 www.ulma-c.com
EUROPE
Germany
ULMA Betonschalungen und Gerüste GmbH
Paul-Ehrlich-Straße 8
D-63322 RÖDERMARK
Phone: + 49 6074 9294 0
Fax: + 49 6074 9294 101 www.ulma-c.de
Nordwest Branch
Stresemannallee 4c
D-41460 NEUSS
Phone: + 49 2131 40201 0
Fax: + 49 2131 40201 99
Südwest Branch
Manfred - Wörner - Str. 115
D-73037 GÖPPINGEN
Phone: + 49 7161 50608 42
Fax: + 49 7161 50608 43
France
ULMA, S.A.R.L.
27, rue Gustave Eiffel
Z.I. de la Marinière
91070 BONDOUFLE
Phone: + 33 1 69 11 54 50
Fax: + 33 1 69 11 54 54 www.ulma-c.fr
IDF Échafaudages Branch
22 Bis, rue Gustave Eiffel
Z.I. de la Marinière
91070 BONDOUFLE
Phone: + 33 1 69 11 63 30
Fax: + 33 1 69 11 63 31
IDF Construction Branch
27, rue Gustave Eiffel
Z.I. de la Marinière
91070 BONDOUFLE
Phone: + 33 1 69 11 63 40
Fax: + 33 1 69 11 63 37
Eguilles Branch
50, allée Meulière
Z.I. - Route de Berre
13510 EGUILLES
Phone: + 33 4 42 64 62 30
Fax: + 33 4 42 64 62 31
Saint Herblain Branch
11, rue Fondeur
Z.I. du Tisserand
44800 SAINT HERBLAIN
Phone: + 33 2 51 80 48 04
Fax: + 33 2 51 80 48 05
La Chapelle d’Armentières Branch
Zone Industrielle
Rue André Ampère
59930 LA CHAPELLE
D’ARMENTIÈRES
Phone: + 33 3 20 07 11 86
Fax: + 33 3 20 07 11 68
Tarnos Branch
40, rue de l’Industrie
Z.I. de Tarnos
40220 TARNOS
Phone: + 33 5 59 64 44 45
Fax: + 33 5 59 64 44 84
Lons Branch
9, Avenue Larregain
Z.I. du Monhauba
64140 LONS
Phone: + 33 5 59 62 71 97
Fax: + 33 5 59 13 84 33
Italy
ALPI, S.P.A.
Zona Industriale Est
I-39035 MONGUELFO (BZ)
Phone: + 39 0474 947 400
Fax: + 39 0474 947 499 www.alpionline.net
Kazakhstan
ULMA Kazakhstan
01000 ASTANA
6/2, Tashenova St. 4 th floor, offices 7,9
Phone:/Fax: + 7 7172 58 05 19
Phone: + 7 7172 37 93 48 www.ulma-c.kz
Poland
ULMA Construccion Polska S.A.
03-115 WARSAW ul. Klasyków 10
Phone: + 48 22 506 70 00
Fax: + 48 22 814 31 31 www.ulma-c.pl
WSCHÓD REGION
WARSZAWA Branch
Warszawa Office
03-197 WARSAW ul. Laurowa 39
Phone: + 48 22 506 72 50
Fax: + 48 22 747 19 16
Olsztyn Office
10-467 OLSZTYN ul. Sprz ę towa 3, lok. 18
Phone: + 48 89 537 73 10
Fax: + 48 89 532 04 95
LUBLIN Branch
Lublin Office
20-327 LUBLIN ul. Wro ń ska 2
Phone: + 48 81 749 72 90
Fax: + 48 81 744 04 90
Białystok Office
15-100 BIAŁYSTOK ul. 1. Armii Wojska Polskiego 9, lok. 203
Phone: + 48 85 676 73 00
Fax: + 48 85 675 06 53
Construcción

ZACHÓD REGION
POZNA Ń Branch
61-317 POZNA Ń ul. Ostrowska 484
Phone: + 48 61 838 75 30
Fax: + 48 61 863 01 60
BYDGOSZCZ Branch
Bydgoszcz Office
85-739 BYDGOSZCZ ul. Fordo ń ska 199
Phone: + 48 52 323 76 80
Fax: + 48 52 345 25 65
Szczecin Office
70-676 SZCZECIN ul. Gerarda Merkatora 7
Phone: + 48 91 485 77 30
Fax: + 48 91 462 53 11
GDAŃSK Branch
80-298 GDA Ń SK ul. Budowlanych 27
Phone: + 48 58 522 78 00
Fax: + 48 58 667 02 04
WROCŁAW Branch
Wrocław Office
50-541 WROCŁAW ul. Armii Krajowej 53
Phone: + 48 71 391 76 30
Fax: + 48 71 367 30 90
Nowa Sól Office
67-100 NOWA SÓL ul. Ko ś ciuszki 29
Phone: + 48 68 376 77 60
Fax: + 48 68 387 02 21 wew. 357
PO Ł UDNIE REGION
KRAKÓW Branch
Kraków Office
31-670 KRAKÓW ul. Powsta ń ców 66
Phone: + 48 12 620 73 70
Fax: + 48 12 647 34 22
Katowice Office
40-203 KATOWICE al. Ro ź dzie ń skiego 188b
Phone: + 48 32 356 74 80
Fax: + 48 32 353 33 90
ŁÓD Ź Branch
94-250 ŁÓD Ź ul. Ż niwna 4/8
Phone: + 48 42 666 73 20
Fax: + 48 42 650 03 25
Portugal
ULMA Portugal Lda.
Zona Industrial - Rua A, s/n
Vale de Figueira
2695 SÃO JOÃO DA TALHA - LISBON
Phone: + 351 219 947 850
Fax: + 351 219 558 022 www.ulma-c.pt
Porto Branch
Zona Industrial da Feiteira
Rua das Casas Queimadas
717 Grijó
4415-439 VILA NOVA DE GAIA
PORTO
Phone: + 351 227 418 820
Fax: + 351 227 418 829
Czech Republic
ULMA Construcción CZ, s.r.o.
Průmyslová 1009
294 71 BENÁTKY NAD JIZEROU
Phone: + 420 326 910 600
Fax: + 420 326 910 601 www.ulma-c.com
Slovak Republic
ULMA Construccion SK, s.r.o.
Rybničná 38/K
831 06 BRATISLAVA
Phone: + 421 2 4910 2911 - 13, 18
Fax: + 421 2 4910 2922 www.ulma-c.com
Romania
ULMA Cofraje s.r.l.
Sos Chitilei, 200
012405 - Sector 1 - BUCHAREST
Phone: + 40 31 425 13 22 / 23
Fax: + 40 31 425 13 24 www.ulma-c.ro
Ukraine
ULMA Formwork Ukraine Ltd.
01013 KIEV
3, Derevoobrobna St.
Phone: + 380 44 255 14 92
Fax: + 380 44 255 14 94 www.ulma-c.com
Construcción
61

ULMA C y E, S. Coop.
Ps. Otadui, 3 - P.O. Box 13
20560 OÑATI (Guipúzcoa)
SPAIN
Phone: + 34 943 034900
Fax: + 34 943 034920 www.ulma-c.com
62
AMERICA
Argentina
ULMA Andamios y
Encofrados Argentina, S.A.
Bernardo de Irigoyen 722 6A
CP1072AAP CAPITAL FEDERAL
Phone/Fax: + 541 14 3425132 www.ulma-c.com.ar
Brazil
ULMA Brasil - Fôrmas e
Escoramentos Ltda.
Rua João Dias Ribeiro, 210
Jd. Sagrado Coração de Jesus
Itapevi - SP
CEP: 06693-810
Phone/Fax: + 55 11 3883 1300 www.ulma-c.com.br
Rio de Janeiro Branch
Rua Sargento Silva Nunes, 137
Ramos - Rio de Janeiro - RJ
CEP : 21040-231
Phone/Fax: + 55 21 2560 2757
Phone/Fax: + 55 21 2560 5541
Centro-Oeste Branch
Quadra 3, Lotes 680/700
Setor Industrial Leste
Gama - Brasilia DF
CEP: 72445-030
Phone/Fax: + 55 61 3556 6226
Salvador Branch
Travessa Dois de Fevereiro, 145
Centro - Lauro de Freitas - BA
CEP: 42700-000
Phone/Fax: + 55 71 3288 2003
Sul Branch
Rua Dr. João Inácio, 195/199
Navegantes - Poa RS
CEP: 90230-180
Phone/Fax: + 55 51 3337 1003
Chile
ULMA Chile - Andamios y
Moldajes, S.A.
Vizcaya nº 325 - Pudahuel
(Ruta 68, Camino Noviciado)
SANTIAGO
Phone: + 56 2 5990530
Fax: + 56 2 5990535 www.ulma-c.cl
Norte Branch
General Borgoña 934 of. 70
ANTOFAGASTA
Phone: + 56 5 5246770
Fax: + 56 5 5246960
Sur Branch
O´Higgins 940 of. 904
CONCEPCIÓN
Phone: + 56 4 12522930
Fax: + 56 4 12228321
USA
ULMA Form Works, Inc.
58 Fifth Avenue
Hawthorne - NEW JERSEY 07506
Phone: + 1 973 636 2040
Fax: + 1 973 636 2045 www.ulma-c.us
West Branch (Phoenix)
1530 West Houston Avenue
Gilbert, ARIZONA 85233
Phone: + 1 480 304 4942
Fax: + 1 480 304 4948
Mid-Atlantic Branch (Baltimore)
8235 Patuxent Range Road
Jessup, MARYLAND 20794
Phone: + 1 443 296 9852
Fax: + 1 443 296 9860
Mexico
ULMA Cimbras y Andamios de México S.A. de C.V.
Vía Gustavo Baz Prada 2160
Acceso 5
54060 Col. La Loma
TLALNEPANTLA
(Mexico State)
Phone: + 52 55 5361 6783
Fax: + 52 55 2628 3549 www.ulma-c.com.mx
Peru
ULMA Encofrados Perú, S.A.
Av. Argentina 2882
LIMA
Phone: + 51 1 613 6700
Fax: + 51 1 613 6710 www.ulma-c.com.pe
Norte Branch
Ctra. Pomalca, km 2,7
Chiclayo - LAMBAYEQUE
Phone: + 51 7 460 8181
Fax: + 51 7 460 8182
ASIA-AFRICA
P.R. China
ULMA Formworks China R.O.
#1009 Fortunegate Mall
1701 West Beijing Road
SHANGHAI, 200040
Phone: + 86 21 62887070
Fax: + 86 21 62885980 www.ulma-c.com
UAE
ULMA Formworks UAE L.L.C.
Plot No. 597- 547
Dubai investments Park
P.O. Box. 282286
DUBAI
Phone: + 971 4 8858208
Fax: + 971 4 8858209 www.ulma-c.com
Singapore
ULMA Formwork
Singapore PTE. LTD.
2 Senoko Way
758027 SINGAPORE
Phone: + 65 6758 2338
Fax: + 65 6758 8523 www.ulma-c.com
Construcción

ANDALUCÍA Branch
Pol. Ind. Fridex
Autovía Sevilla - Málaga, km 4,2
41500 ALCALÁ DE GUADAIRA
(Sevilla)
Phone: 95 5630044
Fax: 95 5630020
Camino Nuevo, s/n
18210 PELIGROS (Granada)
Phone: 958 405028
Fax: 958 405328
ARAGÓN Branch
Pol. Ind. El Pradillo II
Aneto, 2 - Parcela 23
50690 PEDROLA (Zaragoza)
Phone: 976 654645
Fax: 976 654635
CANARIAS Branch
Pol. Ind. Las Majoreras
Los Llanillos, 33
35259 INGENIO (Las Palmas)
Phone: 928 789212
Fax: 928 789538
Pol. Ind. Valle de Güimar
Manzana XIII - Parcelas 21 y 22
38509 GÜIMAR (Tenerife)
Phone: 922 505020
Fax: 922 501101
CASTILLA Branch
Ctra. Burgos - Portugal, km 116
47270 CIGALES (Valladolid)
Phone: 983 581009
Fax: 983 581021
Pol. Ind. de Roces, 5
Gustavo Eiffel, 46
33211 GIJÓN (Asturias)
Phone: 98 5168038
Fax: 98 5167513
CATALUÑA Branch
Pol. Ind. Sud - Est
Pintor Velázquez, 7 y 9
08213 POLINYA (Barcelona)
Phone: 93 7132727
Fax: 93 7133643
Pol. Ind. Son Noguera
Cas Rossos, 12-14
07620 LLUCMAJOR
(Illes Balears)
Phone: 971 669850
Fax: 971 121512
CENTRO Branch
Pol. Ind. Sur
28863 COBEÑA (Madrid)
Phone: 91 6523199
Fax: 91 6528828
Ctra. N-401 Madrid-C. Real, km 87
45110 AJOFRÍN (Toledo)
Phone: 925 011000
Fax: 925 011008
GALICIA Branch
Pol. Ind. Espíritu Santo
Rua Bell, 24-26
15650 CAMBRE (La Coruña)
Phone: 981 649802
Fax: 981 649060
Generoso Domínguez, s/n
Portela - Tameiga
36416 MOS (Pontevedra)
Phone: 986 344045
Fax: 986 304809
NORTE Branch
Pol. Ind. Goiain
Av. San Blas, 1
01170 LEGUTIANO (Álava)
Phone: 945 001100
Fax: 945 001111
Iturritxualde, 3
48160 DERIO (Vizcaya)
Phone: 94 4521425
Fax: 94 4522468
LEVANTE Branch
Pol. Ind. Los Vientos
Gregal, 7 - Apdo. 76
46119 NÁQUERA (Valencia)
Phone: 96 1399130
Fax: 96 1399096
Pol. Ind. La Serreta
Calí, s/n
30500 MOLINA DE SEGURA
(Murcia)
Phone: 968 642679
Fax: 968 641276
Construcción
63

64
RAPID Horizontal Formwork
RAPID Recoverable
Formwork
Formwork that can be easily and quickly recovered from assembly
RECUB Recoverable Coffer
Formwork
Speed and safety in assembly and removal
ENKOFORM H-120 Bracing
System
A multipurpose system, capable of resolving the diverse types of construction work
CC-4 Horizontal
Formwork
Aluminium horizontal formwork, light, fast setting and stripping
VR Table
Horizontal formwork for any slab type
ENKOFLEX Formwork
Horizontal formwork using wooden beams, easy to assemble and very versatile
Wood Panels for
Formwork
Panels that adhere to the highest of site demands
Construcción

RAPID Horizontal Formwork
Construcción
65

RAPID Horizontal Formwork
66
Construcción

ULMA C y E, S. Coop.
Ps. Otadui, 3-P.O.Box 13
20560 OÑ A TI (Guipúzcoa )
SPAIN
Phone: + 34 943 034
Fax: + 34 943 034920 ww w .ulma-c.co m