Construcción

LGR Column FormworkThe new range of panels: light and handset

IMPORTANT:

Any safety provisions as directed by the appropriate governingagencies must be observed when using our products.

The pictures in this brochure are snapshots of situations atdifferent stages of assembly, and therefore are not completeimages. For the purpose of safety, they should not be deemedas definitive.

All of the indications regarding safety and operationscontained in this brochure, and the data on stress and loadsshould be respected. ULMA Construcción’s TechnicalDepartment must be consulted anytime that field changesalter our equipment installation drawings.

Our equipment is designed to work with accessories andelements made by our company only. Combining suchequipment with other systems is not only dangerous but alsovoids any or all our warrantees.

The company reserves the right to introduce any modificationsdeemed necessary for the technical development of theproduct.

All rights reservedNeither all nor part of this document may be reproduced ortransmitted in any way by any electronic or mechanicalprocedure, including photocopy, magnetic recording or anyother form of information storage or retrieval system withoutthe written permission of ULMA Construcción.

National Book Catalogue Number: SS-854-2009

LGR Column Formwork

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Product descriptionAssembly, use and disassemblySolutionsHandling and maintenance conditionsLegal and standard references on health and safety in the workplace and environmental risksComponents and accessoriesULMA Construcción addressesOur products

Safety note

Control note

Warning note

Information note

LGR Column Formwork

4Construcción

Product description

The LGR is a light vertical formwork system created for framing rectangularcolumns, and it is focused toward residential building. This system is comprisedof a range of handset panels in all existing sizes.

The constant research of ULMA Construcción has led to bet for new materialslike plastic. This type of product used in LGR formwork offers advantages to thecustomer-operator and environment: increases durability and the life of theformwork, reduces weight and facilitates its manipulation, is recyclable ...

Rectangular columns framing system composed of light handset panels.

The panel’s shuttering face is made of plastic. The board is riveted tothe metal frame, providing lightweight to the panels and excellentfinishing.

Fixing elements are integrated in the panel and they cannot be lost.These elements solve the union between panels in a simple way.

Reduced number of components.

Permits pouring dwarf walls joining laterally the panels using clamps.

Robust system, metallic frame with reinforced corners, which guarantees alonger useful life for the panels.

Maximum allowable concrete pressure: 80 kN/m2. Up to a height of 3 m, itis not necessary to control the pouring speed.

Range of system:

· Panel heights: 3 m, 1 m and 0.5 m.

· Width range: 0.7 m and 0.5 m.

Main features:

Bet for new materials

LGR Column Formwork

5Construcción

ULMA Construcción has developed the ideal product for maximum efficiency and economy of work in theimplementation of columns and dwarf walls: LGR Column Formwork.

Panels:

The range of LGR panels:

Height: 3 m, 1 m and 0.5 m

Width: 0.7 m and 0.5 m

▲

A product with long life

The panels are the main elements on column forming.They are positioned and fixed in mill cross shape.

Construcción

6

LGR Column Formwork

The frame has reinforced corners. These panels havea perimeter frame made of steel profile, which can beused with lateral joint clamps.

Two different profiles are used to make the ribs thatare welded to the frame to provide frame stiffness:

- Multipunched steel profile rib supports the safety tiesystem.

- Rectangular tube, that has a reinforced hole withbushing, permits assembling different formworkaccessories.

The shuttering face is made of 16 mm thickplastic plywood that fits in the steel frame to whichit is riveted. The plywood edge is protected by theperimeter profile.

Fixing elements are included in the panel, theycannot be lost and are removable.

F

B

A

C

D

E

▲ Panel’s description

Metal frame

Lift ring

Riveted plasticboard

Reinforce cornerelement

Tubular rib

Multipunchedrib

Bolt

Sliding nut

Hollow forcrow bar

Detail C

Detail B

Detail A

Detail F

Detail E

Detail D

Construcción

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LGR Column Formwork

The frame’s four corners are reinforced with castingelements that are welded to the profiles, which alsoprovide notches that can be used in conjunction with alever to position the panel.

▲ Detail of the Sliding nut and the Bolt

The tying system, which is comprised of a Sliding nutand a Bolt, is part of the panel. These complements areinside the multipunched and they can slide along therib. Both components are safely locked in the rib sothat they cannot be lost, but they are removable incase of damage.

LGR Column Formwork

8Construcción

Lifting hook

▲

The Lifting hook is an auxiliary component used for liftingsingle panels or gangs with a crane.

It is designed to lift a maximum load of 1,200 kg with amaximum sling angle of 30º with respect to the vertical.Two hooks will be used for lifting a full pillar.

The hook is stamped with the “CE” mark in compliancewith the European directive 98/37/CE on machinery.

Lifting:

Elevation with security and safety

The Lifting hook must be used following the advices and instructions of ULMA Construcción

▲

▲

▲ Placement of the Lifting hooks on the panels

LGR Column Formwork

9Construcción

Opening the hook

Basic hook’s assembly

▲

In addition, 3 m height panels have a Ring for liftinginstead of using the Lifting hook.

The lifting elements must be inspected before each use

Placing the hook▲

Fastening the hook▲

▲▲

▲

LGR Column Formwork

10Construcción

Elements used during panel assembly to stabilize themagainst wind loads and to plumb the formwork once itis assembled. The system uses adjustable props tosupport both tensile and compression stresses.

Stabilizing system:

· It is comprised of the following:

Push-pull prop: tubular body that is adjustable sliding the inner tube to acquire the properlength. The final adjustment is made by a nut. The range of Push-pull prop:

· Push-pull prop 1.55-2.5

· Push-pull prop 2.5-3.85

Push-pull prop head: an element that joins the panel and the Push-pull prop. It is tied with a Panel bolt and anut through the hole in the ribs.

Push-pull prop shoe: this element is incorporated in the main push-pull prop 2.5-3.85 and it is used to anchorpush-pull props to the foundation through the holes include on it. It’s recommended to use HSA M20X125 Hiltianchors.

Guaranteed balance

▲ Stabilizing system

LGR Column Formwork

11Construcción

Sharp edges on the columns can be avoided by using Chamfer strips. This is a plastic component that is placed betweentwo panels joined together at 90º angles; it is not necessary to nail it to the plywood because its special shape allows it tobrace the profile. It also has slotted holes necessary to permit passing the Bolt through the lateral holes of the panel.

Chamfer strip

▲ Chamfer strip placing on column

The positioning of the Chamfer strip to the panel is made without anyadditional element

Column finishing with chamfered corners▲▲

· Stabilization settings:

FORMWORK HEIGHT PUSH-PULL PROP 1.55-2.5 PUSH-PULL PROP 2.5-3.85 DRAWING

3 m

a a

b

H = 2.4 mL = 2.7 m

3.5 mH = 2.6 mL = 2.9 m

4 mH = 3.1 mL = 3.3 m

H = 0.5 mL = 1.7 m

4.5 mH = 3.1 mL = 3.4 m

H = 0.5 mH = 0.6 m

5 mH = 3.5 mL = 3.85 m

H = 0.5 mH = 1.6 m

b

Construcción

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LGR Column Formwork

· Assemble the other L gang as explained in theprevious points without stabilizing system, or join therest of the panels one by one with the LGR Bolts andnuts with the column dimensions.

▲3

Assembly, use and disassembly

LGR column formwork system, for its lightness, allows manual and crane assembly and disassembly.

· Position one panel perpendicular to another (in an L shape), facing the lateral profile holes to the multipunchedrib holes.

· Insert the bolts in the panel holes in accordance with the column dimensions to be obtained. Tighten the nuts.

▲1

Manual assembly

· Assemble the Push-pull prop heads and thePush-pull props on the panels.

· Anchor the Push-pull prop shoes using Hilti HSAM20x125 anchors.

· Place reinforcement, if this was not done previously.

▲2

▲ Fixing detail

The assembly process described below refers to a column formwork assembly manipulated without crane. It may varydepending on the required geometry:

Construcción

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LGR Column Formwork

· Pour the concrete using the appropriate auxiliaryequipment.

▲4 · Once the concrete has cured completely, stripping canbegin.

· Release the Bolts and the nuts to dismantle thepanels.

· Perform maintenance work and cleaning on thepanels.

▲5

Construcción

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LGR Column Formwork

Disassembly basic process

Disassembly with crane

▲2· Start with the column formed and forged.▲1 · Using reglamentary auxiliary equipment, place theLifting hooks on the panels or connect the slings to therings.

· Release the nuts and disconnect the panels withoutdropping.

· Remove the panels from the concreted column with alever.

Construcción

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LGR Column Formwork

· Once all the columns are executed, down panelgangs on the ground and disassemble them.

· Perform any maintenance and cleaning work on thepanels.

▲4· Remove panel gang with the crane, for followinguses or pours in the implementation of thefollowing pillars.

▲3

LGR Column Formwork

16Construcción

ColumnsThe LGR panel can be used to frame columns of varyingcross sections (from 15 cm to 60 cm per side), it isadjustable up to 5 cm.

These column panels have several ribs with holes,punched every 5 cm, through which the Bolts areinserted. Depending on the hole used, the columndimensions will vary.

PANEL WIDTH 0.7 m Panel 0.5 m Panel

Minimum column (mm) 300 x 300 150 x 150

Maximum column (mm) 600 x 600 400 x 400

Solutions

The right product for column

geometries

▲ Column stabilized with Push-pull props

▲ Panel fixing with Bolt and Sliding nut

Construcción

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LGR Column Formwork

Vertically connecting panelsTo execute high columns (taller than 3 m), two panelsmust be vertically joined together, always positioningthe small panel below to facilitate and ensure theassembly from the ground.

The join between two panels is preferably done withtwo Adjustable clamps.

In these cases, the maximum allowable columnheight is 5 m, always positioning the small panelbelow.

The concrete pouring speed is limited based on apanel resistance of 80 kN/m2.

▲ The smaller panel must be placed at the bottom

▲ Panels join with two clamps

▲ The clamp ensures the hermetic jointbetween panels; it is also capable ofconnecting fillers up to 12 cm.

Dwarf wallsTo execute columns with a cross section larger than60 cm, the panels must be joined laterally using Clamps.

In these cases, the height of the dwarf walls is limitedto a maximum of 5 m (always positioning the smallpanels below). The panels must be joined face to faceusing intermediate Ø15 Tie rods.

For the tying system, besides using these Tie rods, it ispossible to use Sliding nuts incorporated in the panel'smultipunched rib or the Plate washer nut 15, supportedon the outside of the multipunched ribs. To permitrecovering material and reusing it, the rods areprotected by plastic Spacer tubes 22/25 that areinserted between panels supported on cones.

PANELS WIDTH 0.7 + 0.7 m 0.7 + 0.5 m 0.5 + 0.7 m 0.5 + 0.5 m

Minimum dwarf walls (mm) 1000 850 800 650

Maximum dwarf walls (mm) 1300 1100 1100 900

▲ Dwarf wall joined with clamps

▲ Dwarf wall’s top view

▲ Panel’s tied with Plate washer nut 15

▲ Panel’s tied with Sliding nut

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LGR Column Formwork

Construcción

Work at high elevations, such as pouring concrete,should be carried out from safe and stable workplatforms that prevent workers from falling.

It can be used independent lifting platforms orworking platforms integrated in the formwork.

The walkway bracket is installed by inserting its pinin the ribs' tie hole and the stop is supported on thelower ribs to provide stability.

The platform is created by nailing the wooden planksto the plastic strip on the walkway bracket andinstalling handrails and toeboards using planks.

Walkway bracket load capacity: 150 Kg/m2.

The lateral union for dwarf wall solutions, is madeaccording to next criteria:

▲ Walkway bracketfixing detail

▲ Work platform on bracket

▲ The characteristics and qualities of the panel provide excellent finishes

LGR panel dim. Nº clamps in height

LGR panel 3 m 5 clamps

LGR panel 1 m 2 clamps

LGR panel 0.5 m 1 clamps

Construcción

19

LGR Column Formwork

LGR Column Formwork

20Construcción

Use conditions

Handling and maintenance conditions

General use conditions

• Follow the instructions for the project in execution at all times.

• Follow the general manufacturer’s instructions at all times.

• Formwork shall be put up and stripped by qualified personnel, whoare supervised, overseen and managed by a competent person.

• If working close to high voltage power lines, power should beshut off while work is in progress. If this is not possible, take thenecessary protective measures recommended in the currentapplicable standard.

• Work will not be done on the formwork when wind speeds are inexcess of 60 km/h or when there is ice or snow.

• The crane used must be strong enough for the handling and assemblyof the gangs.

• The auxiliary lifting elements should be appropriate for the loads tobe lifted. They should be checked before each use and discarded iffound to be faulty.

• If the Lifting hook is used, it should be used following the instructionsprovided by the manufacturer.

• If due to conditions of the work environment, the crane operatordoes not have the capacity to view the whole trajectory overwhich the load is moved, the transport operations will be guidedby a signalman, who will communicate with the crane operatorusing predefined signals.

• Under no circumstances shall people loiter beneath or in the pathof elevated loads.

Formwork

For stacking formwork panels on the ground, frames will be placedon planks or similar materials and distributed to avoid any damage,facilitating organization, cleanliness and posterior distribution of thepanels to their assembly positions.

All gang positioning and assembly processes will be performedfollowing safe work procedures.

They will be levelled and stabilized properly depending on the terrainand/or weather conditions.

New gang shall not be mounted in the working area until the previousgang has been properly secured.

Do not leave any element partially assembled.

The working platforms should never be overloaded. Only elementsrequired for fluid work flow should be stacked on them.

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LGR Column Formwork

Assure proper tying between the nut and the bolt so as to makesure that no grout is lost through the joints.

Make sure that all the plate washer nuts are properly tightened,the push-pull props are properly placed and tightened and thepush-pull prop shoes are correctly tied to the ground.

Respect the maximum pressures of the formwork system(according to product instructions).

The formwork surfaces should be checked and cleaned beforepouring concrete.

Release agent should be applied to a cloth or brush and used toclean the panels after each use. Do not use wire brushes thatcould damage the film on the plywood.

In general, it is not recommended to use nails, screws or similarfasteners.

Panels should always be stored after their last use at theconstruction site. Before stacking the panels, they must becleaned. Then, they should be stacked by placing a wooden piecebetween one panel and the next. They should be kept off theground by stacking them on supports that are levelled, and theyshould be stored under a roof.

Release agent

Release agent should be used to keep concrete from sticking to theformwork, thus increasing number of times a panel can be used.

The release agent plays an important role in assuring the quality ofthe concrete surface. It serves the purpose of assuring there are nosurface holes and that colour is uniform.

It should be applied uniformly and in thin coats at all times. Usageand correct use guidelines should be taken into account at all times.

The panel surfaces should be cleaned carefully before applying therelease agent.

It is recommended to clean the metal frame and apply the releaseagent to the frame every 4 or 5 pourings.

Pouring

It is recommended to pour the concrete from the lowest possibleheight; never higher than 2 m if it is not poured through a conduit,pipe or other pouring accessory. It is convenient to pour as close aspossible to the base, without pouring directly against the formworkat a single point.

The condition of the formwork will be overseen while pouringconcrete. Pouring will be stopped if any incident is detected.

Do not permit concrete to splash on the high sides of the panels soas to assure that it does not cause stains.

If concrete is poured from a bucket, special care should be taken toavoid hitting the formwork with the bucket and to avoid exceedingthe crane’s load limit.

LGR Column Formwork

22Construcción

The appropriate compacting system should be used based on theconcrete specifications. This should be appropriate for the vibratorused.

Internal needle vibrators are better for compacting the concrete onsite, and the external vibrators, which vibrate through the panels,should not be used. The needle vibrator should penetrate theconcrete by 10 to 15 cm.

The needle vibrator should never come in contact with the formworksurface to assure the expected loads are not exceeded.The vibratorshould penetrate the concrete quickly, and be held still, vertical orslightly inclined for 10 to 30 seconds or until the concrete flows backto the surface.

Remove the vibrator slowly and carefully.

Stripping and curing

Before stripping, the concrete must comply with a minimum resistanceto avoid losing concrete next to the surface since this would affect thesurface resistance and durability of the concrete.

The time before beginning the dismantling process should beincreased when there are low temperatures or strong winds thatcould result in quickly drying the surface.

The same time interval should be respected while stripping otherelements from the construction area. From the surface qualitypoint of view, this is justified since the surface quality is directlylinked to and influenced by the time over which the surface isisolated from the surrounding environment.

While stripping, check that there are no people near and verify thatthere is no loose material that can fall from the platforms.

Vertical elements should be stripped from top to bottom.

Once the gang is stripped, it will be supported on the frameswhere it will then be cleaned and totally disassembled if no moreconcrete is going to be poured.

Before using any material, it should be checked to confirm that allcomponents are in proper working conditions.

Personal and collective protective equipment

Regulatory safety equipment should be used when working, orworking platforms with their corresponding safety handrails shouldbe used (collective safety equipment).

Personal Protective Equipment to be used should include at least:helmet, safety footwear, gloves and a tool belt.

Other Personal Protective Equipment should be used depending onthe site guidelines, based on risk assessments.

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LGR Column Formwork

Lifting hook

• The Lifting hook should be used in a way it does not put in dangerthe integrity of people.

• The Lifting hook cannot be used in applications not described in theUser’s Guide.

• The Lifting hook can only be used to raise panels and gangs forsystems specifically designed by ULMA Construcción, LGR in thiscase. It will never be used for other applications or other formworksystems.

• In case the Lifting hook does not work properly, it will have to betaken back immediately to be repaired.

• The Lifting hook must not suffer strong knocks and excessivecrushing during its handling, storage, transport and, mainly,when shifting the Panel from these Brackets.

• The Lifting hook will remain in a place protected from theatmospheric and aggressive agents to avoid its deterioration.

• In case anyone who manipulates the Lifting hook notices anydeterioration in it, he/she will immediately take it back to have itrepaired.

• The revision and reparation of the Lifting hook will be carried outby the staff authorised by the manufacturer.

Handling conditions

Proper storage of components is a fundamental necessity for theirpreservation.

Optimal storage conditions are the following:

- Place the pieces of the same type and dimensions on or inelements that have been exclusively designed for them (baskets,pallets, boxes, etc.).

- In order to avoid part deformation, do not strap the metal stripstoo tightly.

- Apply the metal strips sufficiently tight to assure the parts cannotmove.

- Use protectors to guard the components from the excessivepressure exerted by the metal strips.

- Do not permit parts to hit against one another while the materialis being moved.

Repairing

ULMA Construcción has specific equipments for cleaning, repairingpanels and replacing board.

24Construcción

The self-blocking nut and hexagonal screw are for single use, so long as these elements are released, theseshould be replaced by new ones.

CONTROL TYPE COMPONENT FAULT REVISION FREQUENCY CRITICAL YES / NO REPAIR

• Make sure that the used wire rope slings to raise the panels areplaced in a symmetric way.

• Check visually the state of the Lifting hook before any use,discarding it if any problem.

• In long term jobsites the components will be revised periodically(every six months) by qualified personnel.

• Never stay under the lifted load.

• Panels will be raised slowly, avoiding sudden movements. Whenraising the panel do not stay near it. Lift it some centimetres andcheck the correct placement of the slings.

• If the Lifting hooks are not working properly, the panel will beplaced on the ground and all the mistakes will be corrected.

• If the load has to be guided, cords and other auxiliary means willbe used. These means will be placed in the panel in advance.

• If the crane operator does not have visual control of the wholecourse, the displacement labours of the panels will be guided bysomeone qualified to do it. Never guide the load with the hand.

• Gloves and safety boots with metallic toecap will always be usedfor hand and feet protection when placing Lifting hook and raisingpanels. A helmet will always be used to protect the head.

• Handlings will be carried out in places with enough visibility (morethan 100 Lux).

Checking instructions

The hook must be verified at least once a year by qualified personnel from ULMA Construcción or, by someone thathas been previously qualified and authorised by ULMA Construcción.

For the overhaul of the Lifting hook check the parts specified in the next table:

LGR Column Formwork

Visual

Fixed and mobileparts

Fissured welding, brokenor with an importantcorrosion

Every use and every time itgoes out from the store tothe jobsite

Every use and every time itgoes out from the store tothe jobsite

Every use and every time itgoes out from the store tothe jobsite

Every use and every time itgoes out from the store tothe jobsite

Every use and every time itgoes out from the store tothe jobsite

Every use and every time itgoes out from the store tothe jobsite

Deflection or excessiveerosion

Check the bundle of thecomponents. Deflections.Missing component.

Missing component

Missing component

Dirt that impedes thefunctioning and mobility ofmoving components

Staple

Hexagonal screw nut

Spring

Identification plate

Surface appearance

Yes Scrap

Scrap

Replacecomponents

Replacecomponents

Replacecomponents

Clean

Yes

Yes

No

No

No

Construcción

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Council Directive 89/391/EEC on the introduction ofmeasures to encourage improvements in the safetyand health of workers at work

Council Directive 89/654/EEC on the minimumsafety and health requirements for the workplace

Council Directive 92/57/EEC on the implementationof minimum safety and health requirements attemporary or mobile construction sites

Council Directive 92/58/EEC on the minimumrequirements for the provision of safety and/orhealth signs at work

Directives 89/655/EEC- 95/63/EC - 2001/45/ECconcerning the minimum safety and healthrequirements for the use of work equipment byworkers at work

Council Directive 89/656/EEC on the minimum healthand safety requirements for the use by workers ofpersonal protective equipment at the workplace

Council Directive 90/269/EEC on the minimum healthand safety requirements for the manual handling ofloads where there is a risk particularly of back injury toworkers

Directive 2002/44/EC on the minimum health andsafety requirements regarding the exposure of workersto the risks arising from physical agents (vibrations)

Directive 2003/10/EC on the minimum health andsafety requirements regarding the exposure of workersto the risks arising from physical agents (noise)

UNE-EN 13374 Temporary border protection systems,product specifications, test methods

Legal and standard references on health and safetyin the workplace and environmental risks

Agreement statement NEVI Lifting hook

AGREEMENT STATEMENTAccording to Directive 98/37/CE concerning machines

Hereby ULMA C y E, S. Coop. declares that the product whose code and name are mentioned below complies with the designand manufacturing aspects concerning people’s safety required by the corresponding European directive concerning the machines98/37/CE, the standard UNE EN 13155 and UNE EN 729, being this the valid statement until the product suffers any modification.

Code: 1920835Name: NEVI LIFTING HOOK

Oñati, 23th January 2009

Signed

Aitor Ayastuy

Chairman

Agreement statement Lifting ring

AGREEMENT STATEMENTAccording to Directive 98/37/CE concerning machines

Hereby ULMA C y E, S. Coop. declares that the product whose code and name are mentioned below complies with the design andmanufacturing aspects concerning people’s safety required by the corresponding European directive concerning the machines98/37/CE, the standard UNE EN 13155 and UNE EN 729, being this the valid statement until the product suffers any modification.

Code: 9165401Name: EYE BOLT SCREW M20 DIN580

Code: 9057200Name: HEXAGONAL NUT M20 DIN985-8 ZINC COATED

Oñati, 26th January 2009

Signed

Aitor Ayastuy

Chairman

LGR Column Formwork

LGR Column Formwork

26Construcción

Components and accessories

NEVI Lifting hook 8 1920835

Basic elementsWEIGHT (kg) CODE

LGR Panel LGR Panel 3 x 0.7 74.26 1856050LGR Panel 3 x 0.5 58.4 1856065

NEVI Clamp 3.96 1920851

LGR PanelLGR Panel 1 x 0.7 29.5 1856060LGR Panel 1 x 0.5 22.6 1856070

LGR PanelLGR Panel 0.5 x 0.7 16.9 1856075LGR Panel 0.5 x 0.5 12.9 1856080

WEIGHT (kg) CODE

Chamfer strip LGR 3 m 0.45 1856061(16 units)

Construcción

27

LGR Column Formwork

WEIGHT (kg) CODE

Push-pull prop head 1.5 1856140

Push-pull prop 1.55 - 2.5 10.3 1856130

Stabilizing

Push-pull prop 2.5 - 3.85 19.7 1856120

Panel bolt 0.4 1861122

Hexagonal nut 15 0.22 7238001

ORMA Walkway bracket 12.2 1861094

WEIGHT (kg) CODE

Tie rod 15/1 1.7 0230100

Plate washer nut 15 1.4 1900256

Spacer tube 22/25 0.3 7230455(75 ml)

Cone 22 (250 units) 0.006 7230264

Eye bolt screw 0.3 9165401M20 DIN580

Hexagonal nut 0.06 9057200M20 DIN985-8 zinc coated

Work Platforms - Anchors - Consumables

ETALLE C

28Construcción

ULMA Worldwide

EUROPE

GermanyULMA Betonschalungenund Gerüste GmbHPaul-Ehrlich-Straße 8D-63322 RÖDERMARKPhone: + 49 6074 9294 0Fax: + 49 6074 9294 101www.ulma-c.de

Nordwest BranchStresemannallee 4cD-41460 NEUSS Phone: + 49 2131 40201 0Fax: + 49 2131 40201 99

Südwest BranchManfred - Wörner - Str. 115D-73037 GÖPPINGENPhone: + 49 7161 50608 42Fax: + 49 7161 50608 43

FranceULMA, S.A.R.L. 27, rue Gustave EiffelZ.I. de la Marinière91070 BONDOUFLEPhone: + 33 1 69 11 54 50Fax: + 33 1 69 11 54 54www.ulma-c.fr

IDF Échafaudages Branch22 Bis, rue Gustave EiffelZ.I. de la Marinière91070 BONDOUFLEPhone: + 33 1 69 11 63 30Fax: + 33 1 69 11 63 31

IDF Construction Branch27, rue Gustave EiffelZ.I. de la Marinière91070 BONDOUFLE Phone: + 33 1 69 11 63 40Fax: + 33 1 69 11 63 37

Eguilles Branch50, allée MeulièreZ.I. - Route de Berre13510 EGUILLESPhone: + 33 4 42 64 62 30Fax: + 33 4 42 64 62 31

Saint Herblain Branch11, rue FondeurZ.I. du Tisserand44800 SAINT HERBLAINPhone: + 33 2 51 80 48 04Fax: + 33 2 51 80 48 05

La Chapelled’Armentières BranchZone IndustrielleRue André Ampère59930 LA CHAPELLE D’ARMENTIÈRESPhone: + 33 3 20 07 11 86Fax: + 33 3 20 07 11 68

Tarnos Branch40, rue de l’IndustrieZ.I. de Tarnos40220 TARNOSPhone: + 33 5 59 64 44 45Fax: + 33 5 59 64 44 84

Lons Branch9, Avenue LarregainZ.I. du Monhauba64140 LONSPhone: + 33 5 59 62 71 97Fax: + 33 5 59 13 84 33

ItalyALPI, S.P.A.Zona Industriale EstI-39035 MONGUELFO (BZ) Phone: + 39 0474 947 400Fax: + 39 0474 947 499www.alpionline.net

KazakhstanULMA Kazakhstan01000 ASTANA6/2, Tashenova St. 4th floor, offices 7,9Phone:/Fax: + 7 7172 58 05 19Phone: + 7 7172 37 93 48www.ulma-c.kz

PolandULMA Construccion Polska S.A.03-115 WARSAWul. Klasyków 10Phone: + 48 22 506 70 00Fax: + 48 22 814 31 31www.ulma-c.pl

WSCHÓD REGION

WARSZAWA Branch

Warszawa Office 03-197 WARSAWul. Laurowa 39Phone: + 48 22 506 72 50Fax: + 48 22 747 19 16

Olsztyn Office10-467 OLSZTYNul. Sprzętowa 3, lok. 18 Phone: + 48 89 537 73 10Fax: + 48 89 532 04 95

LUBLIN Branch

Lublin Office20-327 LUBLINul. Wrońska 2Phone: + 48 81 749 72 90Fax: + 48 81 744 04 90

Białystok Office15-100 BIAŁYSTOKul. 1. Armii Wojska Polskiego 9, lok. 203Phone: + 48 85 676 73 00Fax: + 48 85 675 06 53

Production PlantULMA C y E, S. Coop.

Ps. Otadui, 3 - P.O. Box 1320560 OÑATI (Guipúzcoa) SPAINPhone: + 34 943 034900Fax: + 34 943 034920www.ulma-c.com

29Construcción

Porto BranchZona Industrial da FeiteiraRua das Casas Queimadas717 Grijó4415-439 VILA NOVA DE GAIAPORTOPhone: + 351 227 418 820Fax: + 351 227 418 829

Czech RepublicULMA Construcción CZ, s.r.o.Průmyslová 1009294 71 BENÁTKY NAD JIZEROUPhone: + 420 326 910 600Fax: + 420 326 910 601www.ulma-c.com

Slovak RepublicULMA Construccion SK, s.r.o.Rybničná 38/K831 06 BRATISLAVAPhone: + 421 2 4910 2911 - 13, 18Fax: + 421 2 4910 2922www.ulma-c.com

RomaniaULMA Cofraje s.r.l.Sos Chitilei, 200012405 - Sector 1 - BUCHARESTPhone: + 40 31 425 13 22/23Fax: + 40 31 425 13 24www.ulma-c.ro

UkraineULMA Formwork Ukraine Ltd.01013 KIEV3, Derevoobrobna St.Phone: + 380 44 255 14 92Fax: + 380 44 255 14 94www.ulma-c.com

Nowa Sól Office67-100 NOWA SÓLul. Kościuszki 29Phone: + 48 68 376 77 60Fax: + 48 68 387 02 21 wew. 357

POŁUDNIE REGION

KRAKÓW Branch

Kraków Office31-670 KRAKÓWul. Powstańców 66Phone: + 48 12 620 73 70Fax: + 48 12 647 34 22

Katowice Office40-203 KATOWICEal. Roździeńskiego 188bPhone: + 48 32 356 74 80Fax: + 48 32 353 33 90

ŁÓDŹ Branch94-250 ŁÓDŹul. Żniwna 4/8Phone: + 48 42 666 73 20Fax: + 48 42 650 03 25

PortugalULMA Portugal Lda.Zona Industrial - Rua A, s/nVale de Figueira2695 SÃO JOÃO DA TALHA - LISBONPhone: + 351 219 947 850Fax: + 351 219 558 022www.ulma-c.pt

ZACHÓD REGION

POZNAŃ Branch61-317 POZNAŃul. Ostrowska 484Phone: + 48 61 838 75 30Fax: + 48 61 863 01 60

BYDGOSZCZ Branch

Bydgoszcz Office85-739 BYDGOSZCZul. Fordońska 199 Phone: + 48 52 323 76 80Fax: + 48 52 345 25 65

Szczecin Office70-676 SZCZECIN ul. Gerarda Merkatora 7Phone: + 48 91 485 77 30Fax: + 48 91 462 53 11

GDAŃSK Branch80-298 GDAŃSKul. Budowlanych 27Phone: + 48 58 522 78 00Fax: + 48 58 667 02 04

WROCŁAW Branch

Wrocław Office50-541 WROCŁAWul. Armii Krajowej 53Phone: + 48 71 391 76 30Fax: + 48 71 367 30 90

30Construcción

ULMA Worldwide

AMERICA

ArgentinaULMA Andamios y Encofrados Argentina, S.A.Bernardo de Irigoyen 722 6ACP1072AAP CAPITAL FEDERALPhone/Fax: + 541 14 3425132www.ulma-c.com.ar

BrazilULMA Brasil - Fôrmas eEscoramentos Ltda.Rua João Dias Ribeiro, 210Jd. Sagrado Coração de JesusItapevi - SPCEP: 06693-810Phone/Fax: + 55 11 3883 1300www.ulma-c.com.br

Rio de Janeiro BranchRua Sargento Silva Nunes, 137Ramos - Rio de Janeiro - RJ CEP: 21040-231Phone/Fax: + 55 21 2560 2757Phone/Fax: + 55 21 2560 5541

Centro-Oeste BranchQuadra 3, Lotes 680/700Setor Industrial LesteGama - Brasilia DFCEP: 72445-030Phone/Fax: + 55 61 3556 6226

Salvador BranchTravessa Dois de Fevereiro, 145Centro - Lauro de Freitas - BA CEP: 42700-000Phone/Fax: + 55 71 3288 2003

Sul BranchRua Dr. João Inácio, 195/199Navegantes - Poa RSCEP: 90230-180Phone/Fax: + 55 51 3337 1003

ChileULMA Chile - Andamios yMoldajes, S.A.Vizcaya nº 325 - Pudahuel(Ruta 68, Camino Noviciado)SANTIAGOPhone: + 56 2 5990530Fax: + 56 2 5990535www.ulma-c.cl

Norte BranchGeneral Borgoña 934 of. 70ANTOFAGASTAPhone: + 56 5 5246770Fax: + 56 5 5246960

Sur BranchO´Higgins 940 of. 904CONCEPCIÓNPhone: + 56 4 12522930Fax: + 56 4 12228321

USAULMA Form Works, Inc.58 Fifth AvenueHawthorne - NEW JERSEY 07506Phone: + 1 973 636 2040Fax: + 1 973 636 2045www.ulma-c.us

West Branch (Phoenix) 1530 West Houston AvenueGilbert, ARIZONA 85233Phone: + 1 480 304 4942Fax: + 1 480 304 4948

Mid-Atlantic Branch (Baltimore)8235 Patuxent Range RoadJessup, MARYLAND 20794 Phone: + 1 443 296 9852Fax: + 1 443 296 9860

MexicoULMA Cimbras y Andamios de México S.A. de C.V.Vía Gustavo Baz Prada 2160Acceso 554060 Col. La LomaTLALNEPANTLA(Mexico State)Phone: + 52 55 5361 6783Fax: + 52 55 2628 3549www.ulma-c.com.mx

PeruULMA Encofrados Perú, S.A.Av. Argentina 2882 LIMAPhone: + 51 1 613 6700Fax: + 51 1 613 6710www.ulma-c.com.pe

Norte BranchCtra. Pomalca, km 2,7Chiclayo - LAMBAYEQUEPhone: + 51 7 460 8181Fax: + 51 7 460 8182

ASIA-AFRICA

P.R. ChinaULMA Formworks China R.O.#1009 Fortunegate Mall1701 West Beijing RoadSHANGHAI, 200040Phone: + 86 21 62887070Fax: + 86 21 62885980www.ulma-c.com

UAEULMA Formworks UAE L.L.C.Plot No. 597- 547Dubai investments ParkP.O. Box. 282286DUBAI Phone: + 971 4 8858208Fax: + 971 4 8858209www.ulma-c.com

SingaporeULMA FormworkSingapore PTE. LTD. 2 Senoko Way758027 SINGAPOREPhone: + 65 6758 2338Fax: + 65 6758 8523www.ulma-c.com

Production PlantULMA C y E, S. Coop.

Ps. Otadui, 3 - P.O. Box 1320560 OÑATI (Guipúzcoa) SPAINPhone: + 34 943 034900Fax: + 34 943 034920www.ulma-c.com

31Construcción

ULMA in Spain

ANDALUCÍA Branch

Pol. Ind. FridexAutovía Sevilla - Málaga, km 4,241500 ALCALÁ DE GUADAIRA(Sevilla)Phone: 95 5630044Fax: 95 5630020

Camino Nuevo, s/n18210 PELIGROS (Granada)Phone: 958 405028Fax: 958 405328

ARAGÓN Branch

Pol. Ind. El Pradillo IIAneto, 2 - Parcela 2350690 PEDROLA (Zaragoza)Phone: 976 654645Fax: 976 654635

CANARIAS Branch

Pol. Ind. Las MajorerasLos Llanillos, 3335259 INGENIO (Las Palmas)Phone: 928 789212Fax: 928 789538

Pol. Ind. Valle de GüimarManzana XIII - Parcelas 21 y 2238509 GÜIMAR (Tenerife)Phone: 922 505020Fax: 922 501101

CASTILLA Branch

Ctra. Burgos - Portugal, km 11647270 CIGALES (Valladolid)Phone: 983 581009Fax: 983 581021

Pol. Ind. de Roces, 5Gustavo Eiffel, 4633211 GIJÓN (Asturias)Phone: 98 5168038Fax: 98 5167513

CATALUÑA Branch

Pol. Ind. Sud - EstPintor Velázquez, 7 y 908213 POLINYA (Barcelona)Phone: 93 7132727Fax: 93 7133643

Pol. Ind. Son NogueraCas Rossos, 12-1407620 LLUCMAJOR(Illes Balears)Phone: 971 669850Fax: 971 121512

CENTRO Branch

Pol. Ind. Sur28863 COBEÑA (Madrid)Phone: 91 6523199Fax: 91 6528828

Ctra. N-401 Madrid-C. Real, km 8745110 AJOFRÍN (Toledo)Phone: 925 011000Fax: 925 011008

GALICIA Branch

Pol. Ind. Espíritu SantoRua Bell, 24-2615650 CAMBRE (La Coruña)Phone: 981 649802Fax: 981 649060

Generoso Domínguez, s/nPortela - Tameiga36416 MOS (Pontevedra)Phone: 986 344045Fax: 986 304809

NORTE Branch

Pol. Ind. GoiainAv. San Blas, 101170 LEGUTIANO (Álava)Phone: 945 001100Fax: 945 001111

Iturritxualde, 348160 DERIO (Vizcaya)Phone: 94 4521425Fax: 94 4522468

LEVANTE Branch

Pol. Ind. Los VientosGregal, 7 - Apdo. 7646119 NÁQUERA (Valencia)Phone: 96 1399130Fax: 96 1399096

Pol. Ind. La SerretaCalí, s/n30500 MOLINA DE SEGURA(Murcia)Phone: 968 642679Fax: 968 641276

LGR Column Formwork

32Construcción

Our products

Vertical Formworks

ORMA Modular FormworkA system for large works andhigh performance

ENKOFORM V-100Bracing SystemWall and Column Formworkwith Steel Walers and TimberBeams

COMAIN Hand-heldFormworkModular Formwork that islight and easy to handle by asingle person

Circular Sheet Formwork BIRAFormwork system designedfor circular wallconfigurations

LGR Column FormworkColumn formwork using lightpanels

CLR Circular ColumnFormworkCircular column formwork,designed to solve thedifferent column diameterseasily

NEVI Modular FormworkVertical handset and gangformwork system

Formwork ClimbingSystemsClimbing and self-climbingsystems for any height

Construcción

33

LGR Column Formwork

Notes

LGR Column Formwork

34Construcción

Notes

E00C

BS1

3

ULMA C y E, S. Coop.

20560 OÑ A TI (Guipúzcoa )

Phone: + 34 943 034900Fax: + 34 943 034920ww w .ulma-c.co m

SPAIN

Ps. Otadui, 3-P.O.Box 13