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    Form Work Safety

    Its a little more than paper work

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    Safety in falsework and formwork

    Definition

    Formwork is the section of the temporary works

    used to give the required shape and support to

    poured concrete

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    Carry out as much work as possible at low level.

    Fabricate column cages at low level

    Support cage on adequately strength trestles at waistheight.

    This prevents potential fall hazards and reduces the need

    for steel fixers to repeatedly bend etc. causingmusculoskeletal problems.

    The cage can then be lifted into position by a crane.

    Temporary props may be required until the splices are tied

    Fabrication & erection of reinforcement

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    Fabrication & erection of reinforcement

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    Scaffold with edge protection to both work face and outer edge must be provided,

    where cages have to be built in-situ

    Scaffold top 3 sides minimum with edge protection to

    work and outer face

    Note gap not to

    be left excessive

    so fixer has to

    stretch.

    Fabrication & erection of reinforcement

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    Three types of column shutters are in normal use.

    Proprietary bespoke shutters

    Proprietary systems

    Traditional timber

    Column Shuttering

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    Sheet shutters with integral working platform andpropping systems.

    Advantages:

    quick to use

    provide good quality concreting platform

    purpose designed lifting points

    reduce the potential for working of ladders

    To maximise their use and be cost effective, thestandardisation of column sizes must take place at designstage.

    Proprietary bespoke shutters

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    Proprietary bespoke shutters

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    The shutter normally come in two halves, either

    semicircular or two adjacent faces at right angles.

    Once placed and temporarily propped, the two halves are

    bolted together from a tower scaffold if space allows If space is not available, bolting up may take place of a

    footed / tied ladder with the use of a secured harness.

    The shutters are then re-plumbed and the top work

    platform lifted into place.

    Proprietary bespoke shutters

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    Pre-fabricate as much as practical at ground level to reducethe need to work at height.

    As with the proprietary systems scaffolds should be usedfor access to join sections together.

    Lifting of timber shutters has in the past caused majorinjuries where the lifting points have failed.

    It is therefore essential that any lifting points are designedin and checked by a BLL temporary works engineer.

    Traditional Timber shuttering

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    Traditional Timber shuttering

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    Traditional Timber shuttering

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    Same principles apply for column construction

    Reinforcement and shutters should be prefabricate onground and lifted into position where possible

    Properly constructed scaffolds with safe access and doubleguardrail edge protection to work face must be providedwhen constructing insitu

    Where proprietary shutter systems with in built concretingplatforms are used then stop ends must be provided andadequate protection must be provided to the work face,i.e. a secondary scaffold on the opposite side to theworking platform.

    Wall Construction

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    Workers must not work on top of walls. The top of walls must be 910mm abovethe work platform or edge protection must be provided to the outer side of the

    wall.

    Unacceptable

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    A lifting plan must be in place for the lifting and reinforcementand shutters.

    Use the lifting points provided when using proprietary systems

    Each shutter should be examined immediately prior to lifting to

    ensure lifting points are adequate sound and un-damaged.

    Safe means of access for hooking and unhooking shutters mustbe implemented.

    Where traditional form work is used, ensure that lifting points

    are designed in and the design checked by a BLL temporaryworks engineer.

    Tag lines should be used to control shutters during lifts, whichmust not take place in windy conditions.

    Lifting Shutters (Walls and Columns)

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    Establish a striking sequence, back propping requirementsetc.

    Provide suitable work platform and protection against falls

    Remove all loose material / fittings before dismantlingbegins

    Move dismantled materials directly to storage areas

    Projecting nails

    Replace guardrails formed on falsework / formwork withothers fitted to concrete edge

    All openings securely covered and guarded

    Dismantling formwork

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    Use correct slings and slinging techniques

    DO NOT lift using the binding wire

    Ensure a safe place of work for steel fixers

    Create an exclusion zone around areas where rebar is beinghandled

    Correct storage to prevent double handling, preventing

    musculo-skeletal injuries, trapped fingers etc.

    Rebar should be cut in an approved manner, operatives

    wearing safety eyewear and gloves

    Steel Fixing

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    Steel Fixing

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    Steel Fixing

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    Disc cutters may only be used by trained and authorisedpersonnel

    Cutting torches must NOT be used on rebar

    Bar bending machines should be adequately fenced Where bar croppers are used, take precautions to ensure

    that the cut off end of the bar does not fly off

    All projecting steel should be capped or boxed over to

    prevent injury

    Steel Fixing

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    If you have any questions,If you have any questions,

    please ask your supervisorplease ask your supervisor

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