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524 Barry’s Advanced Construction of Buildings<br />

Handrail protects workers<br />

when pouring and vibrating<br />

concrete<br />

Upper working platform<br />

Steel wallings fixed to<br />

proprietary steel wall panel<br />

Adjustable panel mounted on<br />

rollers<br />

Reinforcement cages erected<br />

against internal formwork before<br />

external formwork positioned.<br />

Cages tied to starter bars<br />

Reinforcement positioned<br />

and formwork bolted and<br />

tied in place<br />

Through tie in sleeve<br />

(holds the formwork<br />

together)<br />

Lower working platform<br />

Formwork girders<br />

Anchor system cast into concrete<br />

walls<br />

Formwork then tied to anchors<br />

Concrete lift shaft walls<br />

Figure 9.6 Climbing formwork platforms (adapted from http://www.peri.ltd.uk).<br />

Concrete lift shafts<br />

Lift shafts are usually square or rectangular (with a corresponding square or rectangular<br />

lift car) and constructed of reinforced concrete. The most common construction method<br />

is to use in situ reinforced concrete to form the walls of the lift shaft. Circular lift shafts<br />

with corresponding circular cars are also available, although not very common.<br />

As noted earlier, the quality of the work carried out on the site is critical to ensure that<br />

the lift shaft is built to the specified tolerances. Tolerances are particularly important where the<br />

lift car and guide rails are to be fixed to the walls and frame. Critical dimensions are the finished<br />

floor to finished floor dimensions (Figure 9.5), the internal size of lift shafts, and the width<br />

and height of the structural opening to the lift shaft. Standard internal sizes of lift shafts<br />

are shown in Table 9.1.

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