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Formwork
FORMWORK
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The concrete formwork shall be X.XXmm thick Stramit Condeck HP with 55mm high ribs spaced at 300mm centres. Material shall be G550 high-tensile steel in accordance with AS 1397, with a Z350/Z450 galvanised coating.
The manufacturer shall provide independently verified data and documentary evidence enabling fully embedded rib flanges to contribute to fire emergency reinforcement.
Shear studs are to be positioned strictly in accordance with the manufacturers recommendations for the nominal spacing specified.
Individual sheets shall be hinged into position in accordance with the manufacturers instructions. Prior to concrete pouring, foot traffic and other construction loads being applied, the Condeck HP shall be propped in accordance with the manufacturers propping table. Reinforcement and concrete placement shall be as directed by the engineer. All work is to be completed in a workmanlike manner and all dirt, mud, debris, screws, rivets, cuttings, etc are to be removed prior to concrete pouring. Props are not to be removed until authorised by the site engineer. |
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