stripping corner max · 4 // stripping corner max 1. product description 1.1. introduction the max...

USER GUIDE

STRIPPING CORNER MAX

IMPORTANT:

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

The pictures in this document 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 document, 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.

“ORIGINAL DOCUMENT” DEVELOPED ANDAPPROVED BY ULMA CONSTRUCTION

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.

© Copyright by ULMA C y E, S. Coop.

TABLE OF CONTENTS

STRIPPING CORNER MAX // 3

1. Product description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.1. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1.2. Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

2. Solutions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62.1. Interior walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

3. Assembly, use and dismantling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73.1. Connection between panels and corner panels . . . . . . . . . . . . . . . . . . 7 3.2. Formwork assembly process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73.3. Manual stripping assembly process . . . . . . . . . . . . . . . . . . . . . . . . . . . 83.4. Hydraulic stripping assembly process . . . . . . . . . . . . . . . . . . . . . . . . . 113.5. Vertical assembly . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

4. System properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144.1. Concrete pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

5. Components and accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

6. Conditions of use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 186.1. General conditions of use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 186.2. Transport, handling and storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196.3. Inspection and maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20

7. Legal references . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22

4 // STRIPPING CORNER MAX

1. PRODUCT DESCRIPTION 1.1. INTRODUCTION

The MAX Stripping Corner is the ideal solution for stripping formwork in interior spaces. It facilitates and simplifies wall formwork erection and stripping in lift shafts or stairwells, hollow piers or any other type of interior walls.

The system facilitates offset and placement of formwork via either the hydraulic system or the manual-crane system without needing to dismantle the whole set of formwork. It is designed for transporting the whole set of formwork with a single crane movement.

1.2. FEATURES

1.2.1. General features

• Available in three heights: 3.3 m – 2.7 m – 1.2 m.

• The maximum pressure to be withstood is 80 kN/m².

• Shuttering face made of galvanised sheet.

• Quick connection between panels with clamps thanks to its perimeter profile.

• Holes available for the passage of tie rods.

• (Open) pouring position dimensions: 30 x 30 cm.

• It can be withdrawn by up to 25 mm on each side (closed).

• Robust components.

• Quick assembly in both directions (formwork assembly and stripping).

1.2.2. Specific features

D

A

B

C

300

300

A Fixed Part

B Mobile Part

C Central Vertical Tube

D Hinge


1.2.4. Hydraulic system

In this case, motion is via a hydraulic jack fixed to the top part, whose plunger drags an axis that has been previously placed on the central vertical tube.

B

A

D

C

A Dual-action/hollow hydraulic jack

B D36/55 axis

C Connection pin

D Vertical tube

Main component of the system available in 3 different heights. It is placed on the corners at 90°, fixed on the formwork panels on each side.

The system basically operates by trying to push the central vertical tube upwards and downwards. Thus the tube drags connected hinge plates which, in turn, transfer the horizontal motion to the mobile parts, which contract or extend depending on the direction of the vertical displacement of the tube.

The displacement of the central vertical tube (i.e. the operation of these corner panels) can be carried out in two different ways:

1.2.3. Manual-crane system

The motion is effected on a vertical head fixed onto the corner panels and connected in turn to the vertical tube. The head has two holes for manual drive using the stripping handle or the crane slings in one direction or the other.

C

B

A

D

A Pulling hole

B Corner panel connection

C Vertical tube connection

D Stripping handle


2. SOLUTIONS

2.1. INTERIOR WALLS

Formwork stripping corners shall be used to facilitate formwork stripping on interior walls.

A corner panel shall be placed on each right angle corner tied to the contiguous modular panels using ORMA clamps.

POURING POSITION

When the mobile parts of the corner panels are stripped, they are displaced towards the inside, making the whole formwork set contract, separating from the wall by a few centimetres.

STRIPPING POSITION


3. 3.1. CONNECTION BETWEEN PANELS AND CORNER

PANELS

Formwork stripping corners are connected to the ORMA panels via the ORMA clamp.

• 3.3 corner panel: 3 clamps vertically arranged.



Clamps must not be placed at the same height in order to avoid collisions between clamps during formwork stripping.

3.2. FORMWORK ASSEMBLY PROCESS

All formwork stripping corners have a locking pin on the top part of the central tube.

If the pin is inserted into the tube, the tube cannot move in the vertical direction, so the corner panel is locked.

If the pin is removed from the tube, then it is free for driving in the corner panel closing and opening operation.

LOCKED UNLOCKED

When assembling the panels with their corner panels, the latter must be in the open position so that each side measures its standard 30 cm.

If the locking pin is released, the mobile parts may be in a position that is not fully open, it being necessary to pull them until their correct measurements are obtained. This is achieved using the stripping handle to exert its driving force on the inner hole of the head.

Once you have made sure that the corner panel is fully open, place the locking pin on the vertical tube and the ORMA panels can be assembled onto the corner panels using the ORMA clamps.

It is important to apply release agent on the surfaces in contact with the concrete.

It is recommended that you place adhesive tape between the joints of the mobile and fixed parts.

ASSEMBLY, USE AND DISMANTLING


3.3. MANUAL STRIPPING ASSEMBLY PROCESS

Place the formwork stripping heads, resting them and tying them onto the plate with holes on the top part of the corner panels. In case of several vertically arranged corner panels, this head shall only be placed on the top corner panel.

2

Unlock the vertical tube by removing the locking pin.

3

STEP DESCRIPTION IMAGE

Release the formwork anchorages and strip the panels on the exterior side of the wall.

1

Using a base or platform that will securely support you, access one of the corner panels and introduce the stripping handle through the head’s hole and push towards the inner part of the formwork. The tube will move upwards, dragging the mobile parts and with them the panels, releasing the formwork from the concrete.

Repeat the operation on the 4 formwork stripping heads until the wall formwork is released.

4

5


Place the 4 crane slings in the same holes of the heads and pull vertically from a central point until the formwork is fully detached from the wall.

IMAGE

6

7

STEP DESCRIPTION

The formwork stripping corner contracts by about 25 mm on each side, with each measuring up to 275 mm.

275275

Lift the entire formwork set and bring it to the next position.

8

Once the formwork is in position, switch the crane slings to the other holes of the stripping head.

9


The effect of the crane’s pull will now be the opposite of what it was before and the head will push the central vertical tube downwards, opening the mobile parts and leaving the corner panel in its original position.

Place the locking pin on the vertical tube to prevent potential movements of the parts during handling.

The formwork set is ready for new pouring.

IMAGE

10

11

STEP DESCRIPTION


3.4. HYDRAULIC STRIPPING ASSEMBLY PROCESS

The D36/55 jack axis must be inserted on the top part of the vertical tube of the corner panels and fixed using the D20x55 pins.

Unlock the vertical tube by removing the locking pin.

Release the formwork anchorages and strip the panels on the exterior side of the wall.

2

3

1

IMAGESTEP DESCRIPTION

Fix the hydraulic jack onto the top plate of the corner panels using the M16 nuts and bolts available.

5

Place the hydraulic jack on the previous assembly.4


Connect the jack’s plunger to the D36/55 axis using a C24x150 pin.

IMAGE

6

STEP DESCRIPTION

Driving the hydraulic unit again will displace the vertical tube downwards and thus the corner panel will go back to its initial position.

Place the locking pin on the vertical tube to prevent the mobile parts from moving.

9

10

Connect the hydraulic accessories (hoses, valves...) to the jack and the power unit or hydraulic unit.

Connect the power unit.

7

The formwork stripping corner contracts by about 25 mm on each side, with each measuring up to 275 mm.

8

275 275


3.5. VERTICAL ASSEMBLY

Formwork stripping corners can be joined vertically to achieve different heights.

These are the sequences for vertically connecting two formwork stripping corners:

IMAGESTEP DESCRIPTION

HEIGHT (m) COMBINATION

3.9 Strip. Corner MAX 2.7 + Strip. Corner MAX 1.2



6 Strip. Corner MAX 3.3 + Strip. Corner MAX 2.7


CORNER PANEL 1

CORNER PANEL 2

All formwork stripping corners come fitted with an M20 bolt and its corresponding nut on the bottom part of the vertical tube.

Release these components.

All corner panels also have M16 bolts and their corresponding nuts at the top of the mobile parts.

The union is made by inserting the lower flanges of the tube of the corner panels (1) on the tube that protrudes from the lower corner panels (2) and connecting these with the M20 bolt and its nut.

At the same time, the mobile parts of both corner panels shall be joined with the M16 bolts and corresponding nuts.

Ready for lifting.

1

2

3

4


4. SYSTEM PROPERTIES

4.1. CONCRETE PRESSURE

To calculate the pressure of fresh concrete on formwork, we use the German standard DIN 18218:2010.

These are the variables to be taken into account for this calculation:

Density of fresh concrete (the normal value is 25 kN/m3).

Curing time (may vary between 5 h and 20 h).

Temperatures (reference, pouring and minimum temperature until curing is complete). Depending on the value of these temperatures, final pressure must be increased or decreased by a percentage, (see DIN 18218:2010).

Concrete consistency class (F1-F2-F3-F4-F5-F6 and SVB).

Concrete pouring rate (between 0 and 7 m/h).

Below is a calculation table for hypothetical curing time = 5 h (depending on curing time, different tables are shown in DIN 18218:2010).

Calculation of fresh concrete pressure in accordance with DIN 18218 is only valid for angles within ±5° with respect to the vertical.

150 6

5

4

3

2

1

0

125

100

75

50

25

00 1 2 3 4 5 6 7

1

F6 F5

SVB F4

F3

F2

F1

hs

v


5. COMPONENTS AND ACCESSORIES

1938855

1938870

12

5

STRIPPING HEAD

STRIPPING LEVER

193880019388301938840

21017283

STRIPPING CORNER MAX 3.3STRIPPING CORNER MAX 2.7STRIPPING CORNER MAX 1.2

Galvanised sheet components, 30 cm panel sides, mobile parts retractable to up to 27.5 cm on each side.

BASIC COMPONENTS

Corner panel drive component It is screwed onto the top part of the corner panels and is connected to their vertical tube. Exerting a driving force using one hole or another displaces the tube upwards or downwards, respectively closing or opening the mobile parts of the corner panel.

Max. working load : 20 kN

Stripping head manual drive handle. It is driven in one direction or the other by introducing the solid cylindrical shaft through the holes of the handle.

300

L

300

153

204

20

134

12

92

100

710

Ø45

Ø60

ITEMNO.

WEIGHT/Kg

NAME DESCRIPTION DRAWING


1914340

1914343

25

4.1

CORNER JACK CRI-35/80

D36/55 AXIS

1900170 5.5 ORMA CLAMP This component is made up of a fixed hook and another that is mobile and fixed with a wedge. It is used for joining the ORMA modular panels to the corner panels horizontally.

BASIC COMPONENTS

This component connects the vertical tube to the hydraulic jack.

min L - max L

313 241

66

174

Ø25

Ø55

313

125

50

Ø20.5

Ø20.5

This accessory is fixed to the corner panel that pushes the vertical tube.Dual-action hollow jack.

- Hydraulic drive- Working pressure = 50 kN : 100 bar- Stroke : 80 mm

ITEMNO.

WEIGHT/Kg


Item No. min L max L

1900170 130 230

40

108

298

8

228

120

194

Ø153Ø25


ITEMNO.

WEIGHT/Kg


02524160250000

0.620.03

PIN C 24 x 150-10.9COTTER PIN R/5

This component fixes the D36/55 Axis onto the vertical tube of the corner panel.

It connects the jack’s plunger to the D36/55 Axis dragging the connections of the tube and displacing the mobile parts of the corner panels in one direction or another.

1914344 0.14 PIN D20/55

BASIC COMPONENTS

Ø2619.75

31x

45º 58

Ø6150

170

Ø24

Ø35


6. TERMS AND CONDITIONS OF USE

6.1. SAFE OPERATING GUIDELINES

6.1.1. General guidelines

• Strict adherence to all instructions included in the Project Plan, the Health and Safety Plan, and any further applicable technical and/or safety regulations is strongly recommended.

• All work activities must be carried out by qualified personnel under the oversight of a competent supervisor.

• All instructions for the proper use of the equipment employed on the worksite must be followed. Consult manufacturer or distributor operating manuals whenever applicable.

• Only approved auxiliary equipment and appropriate protective equipment – preferably Collective Protective Equipment (CPE) – are to be used.

• Personal Protective Equipment (PPE) must include the following: safety helmet, safety footwear, protective gloves, and tool belt. Further PPE – including reflective jackets, anti-fall harnesses with lifelines, safety glasses, Respiratory Protective Equipment (RPE), ear-plugs, etc. – should be used whenever conditions so require.

• Avoid heavy impacts on working platforms and panels. It is strictly forbidden to jump, abruptly unload material, or subject either the platforms or panels to similar stress.

• If the building site is located nearby high voltage power lines, it is recommended to work without using electricity whenever possible. If this is not possible, all appropriate safety measures outlined in the applicable standards must be taken.

• Under adverse weather conditions, all work with building material on the worksite should be halted.

• In the event of a storm with heavy winds, remove all equipment and material from the platforms, ensuring both before and after the storm passes that all ties, meshes, platform anchorages, etc. are properly secured.

• Before starting the stripping and dismantling process, ensure that all structural components (e.g. ties) are in place. If they are not, examine the entire structure before proceeding.

• Furthermore, ensure that no loose material remains on the structure (e.g. working platforms) that could fall and injure people below.

• The following measures must be taken to restrict access to the structure during erection, dismantling, and at any other time during which it is not in proper working condition (e.g. missing CPE): signposting, fencing, and the use of warning tape, barriers, or meshes to enclose and clearly demarcate the working area from zones of public passage.

• Employees and any third party accessing a structure without the CPE yet in place must use all PPE indicated to prevent falls from height and to be protected from falling objects.

• The purchaser or lessee of the structure shall inform and instruct its employees to comply with all guidelines necessary for safe use.

• Any alterations to the structure must be executed under the oversight of a competent supervisor and must comply with the instructions in the operating manuals of the manufacturer or distributor.

• The purchaser or lessee shall conduct periodic inspections of the assembly to verify the correct installation of critical structural elements, as well as ensure that no employees or third party has removed or altered any other aspects of the structure.

6.1.2. Guidelines for formwork

• Formwork

• An appropriate chassis framework must be used to protect the formwork panels from damage, as well as facilitate orderliness, cleanliness, and transportation to the point of use.

• Ensure that plate nuts are properly fastened, and that all push-pull props are correctly positioned and anchored to the ground.

• All panel joint clamps must be perfectly wedged into place, so as to prevent slurry from escaping through the joints.

• No formwork assembly shall be set in place before ensuring that the previous assembly is properly anchored.

• Do not leave any structural components partially assembled.

• It is forbidden to climb on formwork except in extraordinary cases when risks have been duly studied and all appropriate protective systems are in place.

• Before pouring concrete, make certain that all formwork surfaces are clean.

• Clean panels after each use. Wire brushes are not suitable cleaning tools, as they can damage the phenolic coating.

• It is important to note that the phenolic coating is rarely damaged by the chemical and abrasive action of the concrete. But where it is already damaged, e.g. at holes and deteriorated areas, it must be thoroughly sealed to prevent any further damage.

• Any cut made in the panelling should be sealed as soon as possible, given that cut edges soak up water from the concrete and swell, thus creating irregularities in panel thickness.

• In general, it is not recommended to use nails or screws on the panels.


• When not in use, panels should be stacked on top of each other with wood runners set between them and stored so as to avoid direct contact with both the ground and the elements. Prolonged exposure to sun and rain can cause damage.

• Release agent

• The release agent helps to separate the formwork from the concrete, and thus increases the working life of the panel.

• It plays an important role in a quality of the finish by providing a uniform colour and preventing the pitting that can occur due to air bubbles formed between the concrete and the formwork surface.

• Apply the release agent uniformly and in thin layers onto the panel, always bearing in mind the instructions for correct use.

• Thoroughly clean the panel surface before applying the release agent to it.

• Clean the metal frame and panel of all residual release agent after every 4 to 5 uses.

• Pouring the concrete

• Do not exceed the maximum pressures indicated in the instructions of the formwork system in use.

• Continuously check the state of the formwork during concrete pouring. Stop further pouring in case of any incident.

• Pour the concrete in uniform layers of 30 cm to 45 cm.

• For vertical concrete pouring, pour from as close above the formwork as possible. Never pour from an excess of 2 m unless a nozzle or similar accessory is used to channel the concrete. Deposit the concrete as near as possible to the formwork base, centring on one point without pouring directly against the formwork.

• When pouring with a skip take special care to avoid hitting the formwork, and do not exceed the maximum load-bearing capacity of the crane.

• Avoid splashing the panelling with concrete, as the marks will be visible on the finished surface.

• Use appropriate compaction and vibration methods that allow the concrete to be worked properly.

• Poker vibrators are the preferred compaction and vibration method for wet cast-in-place concrete. Use external vibrators only when the concrete cannot be accessed with poker vibrators or when placing pre-cast parts. A technical analysis must be undertaken to determine the specific external vibration method required.

• Completely immerse the poker 10 cm to 15 cm into the concrete.

• Never allow the vibrator to touch the formwork to avoid exceeding the designed loads.

• Immerse vibrators quickly, at a vertical or slightly inclined angle, and keep them in a fixed position.

• Vibrators should be removed slowly.

• Curing the concrete and stripping the formwork

• Check that curing is sufficiently advanced for stripping to be performed without causing surface spalling, which would destroy the finish and potentially affect the strength and durability of the structure as a whole.

• Increase the curing time when faced with conditions such as wind or low temperatures that favour rapid drying and shrinkage.

• The time between casting and stripping should be uniform for all parts of the concrete structure. This is especially true when a high quality finish is required, because surface colouring is determined by the length of time that the surface remains protected from atmospheric influence.

• Ensure that no unauthorised people are present in the vicinity when stripping takes place.

• Once an assembly has been stripped it must be placed on a chassis framework, where it is to be cleaned and dismantled if it will not be used for subsequent pours.

6.2. TRANSPORT, HANDLING AND STORAGE


• Inform yourself about the hazards present on the building site and the preventive measures necessary to avoid them.

• Follow all instructions given by the project foreman.

• Ensure that there is adequate communication between all employees working together.

• Use equipment only when authorised, specifically trained, and informed as to proper use.

• Maintain a minimum safe distance from all mobile work equipment (including forklifts, lorries, cranes, and other construction machinery), as well as from areas that present a risk of falling objects.

• Do not stand, walk, or work under suspended loads, nor in the trajectory or in the vicinity of these loads.

• Protect material from collision and crushing during transport, handling, and storage.


• All material is to be packed for transport in appropriate containers such as wood or steel pallets, boxes, or strapped in bundles with a stable base.

• Strap bundles in a sufficiently stable manner so as to prevent them from moving and getting damaged. If necessary, protect the items with additional safeguards.

• When cutting straps, stand to one side and use gloves and safety glasses; guard against the danger of being cut by the strap or caught by the freed material.

6.2.2. Transport

• Ensure that material is stably loaded, complying with the instructions of the driver. Watch for balanced distribution on the lorry bed, make sure that all auxiliary items are properly fastened, etc.

• Keep your distance when opening the containers after transport to prevent injuries from falling objects.

6.2.3. Handling

• Manual load handling

Some ergonomic principles to be followed are as follows:

• Avoid making brusque movements.

• Before lifting the load, examine it to detect any sharp corners, dirt, etc. and decide, according to its shape, weight, and volume, the best way to get a secure grip on the load.

• Lift by separating your feet to shoulder distance, and crouch down by bending at the knees, never at the back.

• Use a mechanical lifting device and/or ask for help from co-workers when lifting heavy or awkward materials.

• Mechanical load handling

• Use only approved mechanical lifting devices appropriate for the operation.

• Check the condition of slings, cables, and any other lifting accessories before each use.

• After fastening the lifting accessories and before lifting begins, step back to a safe distance from both the load and any other materials which could be affected by the load.

• Comply with all instructions given by the specifically-trained equipment operator.

• The load is to be lifted gently, without any brusque movements.

• When conducting difficult or dangerous lifting operations, or when the crane operator lacks a view of the entire load trajectory, crane operations are to be directed by a signaller in constant communication with the operator by means of a previously agreed-upon code of signs.

• If necessary, use taglines to guide the load from a distance.

Loads are never to be guided by hand whenever there is a danger that the rigger could be trapped by the load. Swinging and/or unforeseen movements of the load can cause serious accidents.

6.2.4. Storage

• Material must be stored properly if it is to be kept in good working condition.

• Whenever possible, store the material so that it is protected from environmental conditions, so as to prevent deterioration.

• Material of the same type and size should be stored together using equipment designed for such purposes, e.g. boxes, pallets, and the like.

• Ensure the stability of any stacks made, bearing in mind the following key points:

- Load-bearing capacity of the ground.

- Uneven ground.

- All packages levelled.

- Package or container support.

- Package stability.

- State of the straps used.

- State and capacity of the containers used.

- Do not stack full containers on top of empty or half-empty containers.

- External conditions (wind, risk of another object hitting the stack, etc.).

6.3. INSPECTION AND MAINTENANCE


• • ULMA is responsible for the delivery of the products, for sale or lease, in good working condition.

• Correct use, inspection, and maintenance of the products supplied is the sole responsibility of the buyer or lessee.

• Maintenance is to be carried out according to the legislation applicable in the country of use.

• Any treatment in violation of specifications – exceeding load-bearing capacities, collisions, etc. – can create serious defects in the product supplied.

• The buyer or lessee should periodically review the state of the product for anything broken, deformed, missing, cracked, severely corroded, worn, etc. Special care should be taken with more delicate components, notably those made of aluminium, and with any elements with a direct effect on personal safety.

• Any components not in proper working order should be promptly removed from the worksite.


6.3.2. Cleaning

• The buyer or lessee should periodically clean the product supplied, removing concrete residue, grime, etc.

• In addition to the functional areas – surfaces in contact with the concrete, areas of contact between pieces, drives, etc. – we also recommend that any structural elements – such as welded joints, thin zones, notches, etc. – that could be damaged by overloading or inadequate use, be cleaned so as to detect the possible defects indicated above.

6.3.3. Repair of damaged components

• The buyer or lessee can substitute any damaged elements provided that are easy to install, and that replacements are provisioned by ULMA and employed according to ULMA’s instructions.

• If the buyer or lessee undertakes any repairs that entail modifications in the structural integrity of the product, including cuts, welds, rivets, the addition of foreign elements, etc., the buyer or lessee will take full responsibility for the effects of such modifications. It is strictly forbidden to make such repairs on any product leased from ULMA.


7. LEGAL REFERENCES

• Directive 89/391/EEC of 12 June 1989 on the introduction of measures to encourage improvements in the safety and health of workers at work.

• Directive 89/654/EEC of 30 November 1989 concerning minimum safety and health requirements for the workplace.

• Directive 95/63/EC of 5 December 1995 on the minimum health and safety requirements for the use of personal protective equipment by workers at the workplace.

• Directive 90/269/EEC of 29 May 1990 on the minimum health and safety requirements for the manual handling of loads where there is a risk particularly of back injury to workers.

• Directive 92/57/EEC of 24 June 1992 on the implementation of minimum safety and health requirements at temporary or mobile construction sites.

• Directive 92/58/EEC of 24 June 1992 on the minimum requirements for the provision of safety and/or health signs at work.

• Directive 89/655/EEC - Directive 95/63/EEC - Directive 2001/45/EC of the European Parliament and of the Council of 27 June 2001 amending Directive 89/655/EEC concerning the minimum safety and health requirements for the use of work equipment by workers at work.

• Directive 2002/44/EC of the European Parliament and of the Council of 25 June 2002 on the minimum health and safety requirements regarding the exposure of workers to the risks arising from physical agents (vibration).

• Directive 2003/10/EC of the European Parliament and of the Council of 6 February 2003 on the minimum health and safety requirements regarding the exposure of workers to the risks arising from physical agents (noise).

• Directive 2006/42/EC of the European Parliament and of the Council of 17 May 2006 on machinery, and amending Directive 95/16/EC (recast).

www.ulmaconstruction.us

00D117ENM

ULMA C y E, S. Coop.Ps. Otadui, 3 - P.O. Box 1320560 Oñati, Spain T. +34 943 034 900F. +34 943 034 920

stripping corner max · 4 // stripping corner max 1. product description 1.1. introduction the max...

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