Recoverable Slab Formwork RAPID Catalogue

Transcription

RAPID Horizontal Formwork
Construcción
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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Product description
System components
Assembly instructions
Disassembly instructions
Technical solutions
Safety elements
System features
Applications
Receiving, storing and cleaning
General safety tips
Components and accessories
ULMA Construcción addresses
Our products
Safety note
Control note
Warning note
Information note
Product description
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 m2; 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.
4
Construcción
5
Construcción
System components
The main components of the system are:
Main beam
Secondary beam
Recoverable head
Board
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.
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 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 main beams, together with the prop or shoring,
comprise the remaining structure of the RAPID system.
The design of edge secondary beams, where support
the boards, prevents them slipping.
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.
6
Construcción
BOARD
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
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/m2 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
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/m2 synthetic
yellow melamine resin coating, and the edges are
sealed.
7
Construcción
SP PROP
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.
NORMAL PROP
STRONG PROP
SP-34
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.
SP-40
SP-50
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
1.75
1.80
1.90
2.00
2.10
2.20
2.30
2.35
2.40
2.50
2.60
2.70
2.80
2.90
3.00
3.10
3.20
3.30
3.40
3.50
3.60
3.65
3.70
3.80
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
4.80
4.90
5.00
5.10
5.20
5.25
23.00
23.00
23.00
23.00
23.00
21.71
20.43
19.79
19.14
17.64
15.93
14.21
12.50
11.17
9.83
8.50
23.00
22.57
22.14
21.93
21.71
20.50
18.50
16.50
14.50
13.33
12.17
11.00
10.36
9.72
9.08
8.44
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
24.83
23.67
22.50
20.83
19.31
17.94
16.56
15.19
14.50
22.50
22.50
22.50
22.50
22.50
22.38
22.25
22.13
22.00
21.32
20.64
19.95
19.27
18.59
18.25
17.57
16.21
14.86
13.50
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
25.30
24.00
22.50
21.00
19.30
17.50
16.50
15.80
15.00
14.66
13.97
13.28
12.59
12.06
11.67
11.29
10.90
8.44
8.16
7.88
7.60
7.10
6.60
6.10
5.60
5.40
28.00
28.00
28.00
28.00
28.00
28.00
28.00
28.00
27.00
26.00
25.00
24.00
23.25
22.50
21.00
19.50
18.00
22.00
22.00
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
8
Construcción
ALUPROP PROP
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
h (m)
Without supplement
4.50
47.10
4.60
45.70
4.70
44.20
4.80
42.80
4.90
41.40
5.00
40.00
5.10
38.60
5.20
37.20
5.30
35.80
5.40
34.40
With supplement
5.50
33.00
21.60
5.60
31.60
20.90
5.70
30.20
20.20
5.80
28.80
20.10
5.90
27.50
19.60
6.00
26.10
19.10
6.10
18.50
6.20
18.10
6.30
17.60
6.40
17.30
6.50
16.90
6.60
16.30
6.70
15.50
6.80
14.70
6.90
13.90
7.00
13.10
This data is appropriate to be used
for new, plumbed props for which
the load is vertically centered.
ALUPROP User’s Guide
User’s guide
ALUPROP
Prop
Construcción
SIGMA KARLSRUHE
9
Construcción
G SHORING
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.
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
G Shoring Catalogue
Heights greater than 10 m require more
exhaustive technical study.
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Construcción
11
Construcción
Assembly instructions
RAPID Formwork Basic Assembly
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.
12
Construcción
2
3
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.
In mobile scaffolding towers, work with
the brake on and do not
move when the operator is on top of
them.
Hang the Secondary beams from the main
beams. Then, parallel to the first main
beam, assemble another main beam
supported on 2 props.
13
Construcción
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.
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.
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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.
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.
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Construcción
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.
16
Construcción
10
Assemble all boards in a safe way.
17
Construcción
Perimeter formwork assembly
Working procedure:
1. Assemble the cantilevers
2. Cantilevers shoring
3. Assemble the boards
1. Assemble the cantilevers
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.
2. Cantilevers shoring
Once the cantilevers are in place,
assemble the corresponding props.
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)
18
Construcción
3. Assemble the boards
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.
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Construcción
Assembly with G Shoring
Working procedure:
1. Installing the base jacks and the top heads
For more information, see
the G Shoring Catalogue
2. Installing the RAPID Formwork
G Shoring
Construcción
1. Installing the base jacks and the top heads
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.
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.
20
Construcción
2. Installing the RAPID 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.
21
Construcción
3. Bracing
.
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.
Base jack G 0.5
Base jack G 1
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Construcción
4. Beams shoring
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
Secondary beams
23
Construcción
Disassembly instructions
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.
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.
24
Construcción
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.
25
Construcción
G Shoring disassembly
Working procedure:
1. Lower base jacks from the top
2. Recover the main beams
1. Lower Base jacks from the top
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
2. Recover the Main beams
Remove the Main beams from the Heads 55.
For more information, see
the G Shoring Catalogue
G Shoring
Construcción
For further information on these or other types of assembly, see TECHNICAL
INSTRUCTIONS FOR ASSEMBLY available in ULMA Construcción.
27
Construcción
Technical solutions
INFILLING ON COLUMN
SHORING WITH PROP
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
Auxiliar head
SHORING WITH G SHORING
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
Head with fork
28
Construcción
ASSEMBLY STARTING FROM WALL
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:
MAIN BEAM PARALLEL TO THE WALL
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
MAIN BEAM PERPENDICULAR TO THE WALL
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
29
Construcción
CANTILEVER
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
Edge cantilever beam
SHORING THE BEAMS
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
Support beam
MAIN BEAM REINFORCEMENT
Main beam reinforcement
The Main beam reinforcement provides additional
supports (one or two Head 55) for the main beam
when G-shoring is the shoring system.
Head 55
30
Construcción
90º ASSEMBLY
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
Main beam
REMAINING 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
31
Construcción
Safety elements
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.
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.
32
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
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.
33
Construcción
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.
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
34
Construcción
NETS UNDER 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.
35
Construcción
System features
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).
Both systems are compatible and share the same accessories.
36
Construcción
The following tables provide the maximum slab thicknesses with RAPID System, depending on the board and grid
dimension.
RAPID 0.67 m
SHORING
SECONDARY BEAM
THmax (cm)
.
PROP
PROP
REINF 1.5
.
REINFORCEMENT
PROP
REINFORCEMENT
PROP
REINF 1.5
3 LAYER PLYWOOD 21 mm
.
3 LAYER PLYWOOD 27 mm
SHORING
BOARD
REINF 1.5
.
SHORING
REINF 1.5
.
REINF 1.5
382 + Main beam
reinforcement
2 intermediate
supports
382 + Main beam
reinforcement
1 intermediate
support
REINF 1.5
.
REINF 1.5
.
REINF 1.5
.
.
382 + Main beam
reinforcement
1 intermediate
support
.
THmax (cm)
REINF 1.5
382 + Main beam
reinforcement
2 intermediate
supports
REINF 1.5
SECONDARY BEAM
.
REINF 1.5
SHORING
BOARD
.
REINF 1.5
.
REINF 1.5
RAPID 1 m
LAYOUT B (props every 1 m)
BOARD
SHORING
3 LAYER PLYWOOD
27 mm
PROP
.
REINF 1.5
3 LAYER PLYWOOD
21 mm
PROP
.
REINF 1.5
SECONDARY BEAM
THmax (cm)
LAYOUT A+B (props every 0.5 m)
BOARD
SHORING
3 LAYER PLYWOOD
27 mm
PROP
.
REINF 1.5
3 LAYER PLYWOOD
21 mm
PROP
.
REINF 1.5
SECONDARY BEAM
THmax (cm)
37
Construcción
Applications
INFILLING ON COLUMN
Shoring with prop
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
Secondary beam
Shoring with G Shoring
This component is used for the same purposes as the
Auxiliar head when the steel structure is assembled
with G Shoring.
Head with fork
Tube for infilling
Secondary beam
38
Construcción
ASSEMBLY AGAINST THE WALL WITHOUT INFILLINGS
Parallel to the wall with transversal fixation
Perpendicular to the wall with Starting main beam
Starting main beam
39
Construcción
CANTILEVER
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
BEAM SHORING
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.
Secondary beam
Edge Secondary
beam
Support beam
40
Construcción
MAIN BEAM REINFORCEMENT
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
ULMA Branch (Madrid)
90º ASSEMBLY
It permits changing the direction of the Main beams by 90º.
90º HEAD
Main beam
41
Construcción
Receiving, storing and cleaning
RECEIVING MATERIALS ON SITE
• 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.
UNLOADING MATERIAL
Mechanical unload
• 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.
Unload with crane
• The worker in charge of unloading shall not stay
underneath the load.
• The worker will wait until the load is practically on the
ground before guiding it to the proper place.
Manual unload
• Loads bigger than 25 kg will not be handled by one
person.
42
Construcción
STORAGE
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.
LIFTING MATERIAL
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.
CLEANING
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.
43
Construcción
CRITERIA FOR ELIMINATING NON-VALID PARTS
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.
• Secondary beams:
· Torn tie hole on Head.
· Sockets: breakage.
• Head:
• Board:
· Broken or bent tab.
· Excessive deformation in
center of Board.
· Support lug on broken
wedge.
· Wooden layers in Board
coming unglued.
44
Construcción
USING THE RELEASE AGENT
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.
Additional information on the release agent
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.
45
Construcción
PRECAUTIONS
Health and safety
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.
Fire
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)
Cleaning and removing
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.
46
Construcción
General safety tips
RECOMMENDATIONS
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.
47
Construcción
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.
48
Construcción
HANDLING AND MAINTENANCE CONDITIONS
• 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.
49
Construcción
GENERAL CONSIDERATIONS
• Holes should be protected with covers,
handrails, nets or meshes to prevent
people from falling from one level to
another.
• The formwork must be put up and
dismantled by competent personnel
assigned by the site manager to avoid any
wrong operations.
• The sides of the formwork structure or
perimeter scaffolding will have regulatory
handrails.
• Do not leave any element partially
assembled.
• 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.
• 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.
50
Construcción
POURING CONCRETE
• 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.
LEGAL REFERENCES AND STANDARDS ON HEALTH AND SAFETY
IN THE WORKPLACE AND ENVIRONMENTAL RISKS
• 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.
51
Construcción
Components and accessories
Basic Elements
WEIGHT (KG)
Recoverable head
1.9
CODE
1860001
WEIGHT (KG)
CODE
Main beam
Main beam 2/1 socket 0.5
9.3
13
17.3
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
Secondary beam 1
Secondary beam 1.5
9.3
12.6
1860504
1860060
4.4
6.4
1860057
1860058
52
Construcción
Auxiliary components
WEIGHT (KG)
CODE
Secondary beam
Edge Reinforced
secondary beam 1.5
Edge secondary beam 2
9.9
13.5
WEIGHT (KG)
CODE
Auxiliar head
1.4
1860067
Head with fork
2.6
1860110
Cantilever
6.8
8.2
1860031
1860146
Starting main beam
2.4
1860505
1860143
Secondary beam
Edge secondary beam 1
Edge secondary beam 1.5
5.4
7.4
1860145
1860144
Cantilever
Board
3-layer plywood 1000 x 503 x 27
7.2
9.6
11.4
15
7251130
1860512
7251131
7251132
1860318
53
Construcción
WEIGHT (KG)
CODE
90º head
2.9
1860310
Remaining beam
8.8
1860300
Main beam
reinforcement
WEIGHT (KG)
CODE
5
1860284
0.18
1860320
Support beam
Support beam 1
Support beam 1,34
Support beam 2,2
14
18.6
24.6
1860510
1860497
1860513
54
Construcción
Safety elements
WEIGHT (KG)
CODE
Safety head
1.5
1860518
Safety handrail S-V
3.9
1860516
Tube 42/4070 with socket
WEIGHT (KG)
CODE
8.4
2023800
1.2
1.3
2012600
2012400
Coupler
Right angel coupler 42/42
Swivel Coupler 42/42
Safety handrail 1.5
9.6
2211156
1
2
3
4.1
6.4
2033300
2033500
2033700
2033800
2034000
Tube 42
Tube
Tube
Tube
Tube
Tube
42/0.5
42/1
42/1.55
42/2.1
42/3.1
55
Construcción
WEIGHT (KG)
CODE
5.5
7
8.7
11.4
12.1
14.6
18
21.4
2125290
2125291
2125647
2125249
2125648
2125250
2125251
0200600
Extending ledger
Tube 48
Tube
Tube
Tube
Tube
Tube
Tube
Tube
Tube
48/1.6
48/2.1
48/2.6
48/3.1
48/3.6
48/4.1
48/5
48/6
WEIGHT (KG)
CODE
3.24
2211172
1.7
2.5
3.3
1860708
1860660
1860657
Safety net
1100
Safety net 1 x 10
Safety net 1.5 x 10
Safety net 2 x 10
13.14
2125649
10000
1500
Tube 48/4100 with socket
2100
10000
10000
Coupler 48
Swivel coupler 48/48
Right angel coupler 48/48
1.3
1.2
2125147
2125148
Safety net hook
0.05
1860661
56
Construcción
Consumable materials
Props
WEIGHT (KG)
Plastic handrail support
0.1
CODE
1860533
WEIGHT (KG)
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
22
200
7230422
7230421
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.
ALUPROP Prop
ALUPROP
ALUPROP
ALUPROP
ALUPROP
Sprayer
2.2
1.65/2.8
2.2/3.7
3.3/4.8
4.5/6
17.4
21.4
25.1
29.2
2220010
2220020
2220030
2220040
7230433
57
Construcción
G Shoring
WEIGHT (KG)
SUPPLEMENT 1 m
4.4
WEIGHT (KG)
CODE
2220055
Base plate
CODE
1.2
2000300
3.2
6.2
2000600
2000700
1.2
1.9
1860088
1860500
Base jack
Base jack 0.5
Base jack 1
ALUPROP Clamp
1.1
2220080
Head
Head 55
Head 70
58
Construcción
WEIGHT (KG)
CODE
12.5
13.4
15.5
2003300
2003500
2003600
Frame
Frame G-100 1
Frame G-100 1.55
Frame G-100 1.85
WEIGHT (KG)
CODE
7.69
11.23
15
1860580
1860572
1860582
12.5
17.3
20.5
2067035
2067048
2067043
Platform
Platform G 1.065
Platform G 1.57
Platform G 2.075
Extending platform
Extending platform 1-1.5
Extending platform 1.5-2.35
Extending platform 2-2.7
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
59
Construcción
Production Plant
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
ULMA Worldwide
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
91070 BONDOUFLE
Phone: + 33 1 69 11 63 30
Fax: + 33 1 69 11 63 31
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
IDF Construction Branch
27, rue Gustave Eiffel
91070 BONDOUFLE
Phone: + 33 1 69 11 63 40
Fax: + 33 1 69 11 63 37
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
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
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
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
Kazakhstan
ULMA Kazakhstan
01000 ASTANA
6/2, Tashenova St. 4th 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. Sprzętowa 3, lok. 18
Phone: + 48 89 537 73 10
Fax: + 48 89 532 04 95
LUBLIN Branch
Lublin Office
20-327 LUBLIN
ul. Wrońska 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
60
Construcción
ZACHÓD REGION
POZNAŃ Branch
61-317 POZNAŃ
ul. Ostrowska 484
Phone: + 48 61 838 75 30
Fax: + 48 61 863 01 60
Nowa Sól Office
67-100 NOWA SÓL
ul. Kościuszki 29
Phone: + 48 68 376 77 60
Fax: + 48 68 387 02 21 wew. 357
POŁUDNIE REGION
BYDGOSZCZ Branch
KRAKÓW Branch
Bydgoszcz Office
85-739 BYDGOSZCZ
ul. Fordońska 199
Phone: + 48 52 323 76 80
Fax: + 48 52 345 25 65
Kraków Office
31-670 KRAKÓW
ul. Powstańców 66
Phone: + 48 12 620 73 70
Fax: + 48 12 647 34 22
Szczecin Office
70-676 SZCZECIN
ul. Gerarda Merkatora 7
Phone: + 48 91 485 77 30
Fax: + 48 91 462 53 11
Katowice Office
40-203 KATOWICE
al. Roździeńskiego 188b
Phone: + 48 32 356 74 80
Fax: + 48 32 353 33 90
GDAŃSK Branch
80-298 GDAŃSK
ul. Budowlanych 27
Phone: + 48 58 522 78 00
Fax: + 48 58 667 02 04
ŁÓDŹ Branch
94-250 ŁÓDŹ
ul. Żniwna 4/8
Phone: + 48 42 666 73 20
Fax: + 48 42 650 03 25
WROCŁAW Branch
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
Wrocław Office
50-541 WROCŁAW
ul. Armii Krajowej 53
Phone: + 48 71 391 76 30
Fax: + 48 71 367 30 90
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
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
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
61
Construcción
Production Plant
Ps. Otadui, 3 - P.O. Box 13
SPAIN
Phone: + 34 943 034900
Fax: + 34 943 034920
www.ulma-c.com
ULMA Worldwide
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
West Branch (Phoenix)
1530 West Houston Avenue
Gilbert, ARIZONA 85233
Phone: + 1 480 304 4942
Fax: + 1 480 304 4948
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
Mid-Atlantic Branch (Baltimore)
8235 Patuxent Range Road
Jessup, MARYLAND 20794
Phone: + 1 443 296 9852
Fax: + 1 443 296 9860
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
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
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
Norte Branch
Ctra. Pomalca, km 2,7
Chiclayo - LAMBAYEQUE
Phone: + 51 7 460 8181
Fax: + 51 7 460 8182
62
Construcción
ULMA in Spain
ANDALUCÍA Branch
CASTILLA Branch
GALICIA Branch
LEVANTE Branch
Pol. Ind. Fridex
Autovía Sevilla - Málaga, km 4,2
41500 ALCALÁ DE GUADAIRA
(Sevilla)
Phone: 95 5630044
Fax: 95 5630020
Ctra. Burgos - Portugal, km 116
47270 CIGALES (Valladolid)
Phone: 983 581009
Fax: 983 581021
Pol. Ind. Espíritu Santo
Rua Bell, 24-26
15650 CAMBRE (La Coruña)
Phone: 981 649802
Fax: 981 649060
Pol. Ind. Los Vientos
Gregal, 7 - Apdo. 76
46119 NÁQUERA (Valencia)
Phone: 96 1399130
Fax: 96 1399096
Generoso Domínguez, s/n
Portela - Tameiga
36416 MOS (Pontevedra)
Phone: 986 344045
Fax: 986 304809
Pol. Ind. La Serreta
Calí, s/n
30500 MOLINA DE SEGURA
(Murcia)
Phone: 968 642679
Fax: 968 641276
Camino Nuevo, s/n
18210 PELIGROS (Granada)
Phone: 958 405028
Fax: 958 405328
Pol. Ind. de Roces, 5
Gustavo Eiffel, 46
33211 GIJÓN (Asturias)
Phone: 98 5168038
Fax: 98 5167513
CATALUÑA Branch
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
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
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
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
63
Construcción
Our products
Horizontal Formworks
RAPID Recoverable
Formwork
Formwork that can be easily
and quickly recovered from
assembly
VR Table
Horizontal formwork for any
slab type
RECUB Recoverable Coffer
Formwork
Speed and safety in
assembly and removal
ENKOFLEX Formwork
Horizontal formwork using
wooden beams, easy to
assemble and very versatile
ENKOFORM H-120 Bracing
System
A multipurpose system,
capable of resolving the
diverse types of construction
work
Wood Panels for
Formwork
Panels that adhere to the
highest of site demands
CC-4 Horizontal
Formwork
Aluminium horizontal
formwork, light, fast setting
and stripping
64
Construcción
Notes
65
Construcción
Notes
66
Construcción
Ps. Otadui, 3-P.O.Box 13
SPAIN
Phone: + 34 943 034
Fax: + 34 943 034920
ww w.ulma-c.com
E00CBS11

Recoverable Slab Formwork RAPID Catalogue

Transcription

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