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Structural Concrete Frames 401<br />

composite action with reinforced concrete topping. The units are 400 or 1200 mm wide,<br />

65, 75 or 100 mm thick and up to 9.5 m long for floors, and 10 m long for roofs. It may be<br />

necessary to provide some temporary propping to the underside of these planks until the<br />

concrete topping has gained sufficient strength.<br />

Precast concrete T-beams<br />

Precast prestressed concrete T-beam floors are mostly used for long-span floors in such<br />

buildings as stores, supermarkets, swimming pools and multi-storey car parks where there<br />

is a need for wide-span floors and the depth of this type of floor is not a disadvantage. The<br />

floor units are cast in the form of a double T. The strength of these units is in the depth of<br />

the ribs which support and act with the comparatively thin top web. A structural reinforced<br />

concrete topping is cast on top of the floor units, which bear on the toe of a boot section<br />

concrete beam.<br />

Precast beam and filler block floor<br />

This floor system consists of precast reinforced concrete planks or beams that support<br />

precast hollow concrete filler blocks, as illustrated in Figure 6.46. The planks or beams are<br />

laid between supports with the filler blocks between them, and a concrete topping is spread<br />

over the planks and filler blocks. The reinforcement protruding from the top of the plank<br />

acts with the concrete topping to form a reinforced concrete beam. The advantage of this<br />

Steel strip lattice<br />

reinforcement<br />

Concrete plank<br />

Bottom<br />

of lattice<br />

cast into<br />

plank<br />

120<br />

mm<br />

up to 12.0 m long<br />

150, 200 or<br />

250 mm<br />

530 mm<br />

Precast reinforced<br />

concrete plank<br />

Lightweight concrete<br />

filler block<br />

225<br />

mm<br />

Structural concrete<br />

topping over filler<br />

blocks, planks and beam<br />

Solid block<br />

perforated<br />

for pipes<br />

or ducts<br />

Stirrups project to<br />

form composite<br />

T-beam with topping<br />

Planks at 600 mm centres<br />

bear on precast beam<br />

Solid blocks<br />

at bearing<br />

Blocks between<br />

planks<br />

Figure 6.46 Precast beam and filler block floor.

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