By R.G. Ogden
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Additional info for Interfaces: Curtain Wall Connections to Steel Frames
Sample text
Pre-levelling is normally done using horse-shoe shaped shims set around the vertical dowels cast into the slab edge whilst the correct vertical alignment is achieved by adjusting the connections at each of the panel corners. Created on 30 22 March July 2009 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement Top hung booted systems are relatively simpleto install, and, in contrast to many other types, the wind restraint details do not introduce significant torsion in the edge beams.
Typically, these are aluminium, steel or stainless steel frameworks, onto which panels are screwed or bolted. One strongback may receive several cladding panels, enabling cladding such as stone to be used in relatively small manageable sizes, appropriate to the structural properties of the veneer. Since the strongback takesthe structural loads, it can invariably be designed to span from column to column, thus eliminating the need for mid-span cladding support points. Alternatively, large storey height units may be designed, with slab fixings.
Finally, a locking screw is tightened on one of the structural connections, so as to determine the final pattern of panel movement. The relatively high cost of the fixing is offset by the expediency and reliability of the fixing operation. Tolerances Building tolerances can be taken up by the pre-alignment and levelling operations, which characterise this system. Dimensional variations in the vertical plane can be accommodated by adjusting the levelling stop in the lower support detail, whilst horizontal variations may be absorbed by bolting down the fixing detail in an appropriate locationalong the slab edge, and in such a way that it projects outward the correct distance relative to the setting out grid.