Airport Lounge

The client required a solution that would minimise time on site, reduce the risk of debris (including sawdust from formwork construction) being blown onto the airport tarmac, and provide a high quality finish as the ground level would not be enclosed.

Top of slab — **Preparation prior to placing insitu topping**
Conventional steel bar reinforcement has been installed for flexural continuity over the beams and columns. Tie bars connect the perimeter precast beams into the floor plate.

Band beam — **"Wide beam" at edge column**
Top view of wide beam shell, planks and reinforcement in place.

soffit — **Soffit**
Illustrates the quality of finish for all components of the system.

Slab pour — **Insitu topping**
Pouring steel fibre reinforced concrete topping. The concrete mix must be able to be pumped with steel fibre content. The concrete finish methodology also requires particular attention to avoid fibres coming to the surface.

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