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Extra info for Facade Construction Manual

Example text

Either in the same or higher up the structural hierarchy. Combinations render possible hierarchical systems with primary and secondary loadbearing members. , T-beams, trussed slabs), or separately, which allows planar components to be more readily detached and replaced. The logic of such structures is not only based on the efficient use of materials to carry the loads in the finished condition; prefabrication and erection issues also play a part. Transportation and erection procedures can lead to different loading cases which must be accommodated.

These pressure differentials are a result of forces caused by natural conditions [8]: • Single-sided ventilation: Efficient utilisation of thermal buoyancy requires two openings spaced as far apart as possible vertically; easily adjustable regulation prevents undesirable cooling effects and draughts. • Cross-ventilation: In order to exploit thermal buoyancy in this case, the vertical distance between the air inlet and air outlet should be as large as possible; however, this distance is not important in the case of wind-induced pressure differentials.

They can accommodate small relative movements transverse to the line of the joint, but movements parallel to the joint call for precautions to be taken to prevent the gaskets becoming dislodged. Preformed cellular gaskets are more suitable for frequently alternating loads and larger movements owing to their having higher internal prestress than porous versions. 14 Examples of horizontal joints for draining facade run-off water (left side = outside) Baffles These can accommodate large relative movements both perpendicular to and parallel to the line of the joint.

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