By Alan J. Brookes, Maarten Meijs
This key textual content addresses the subject of light-weight claddings in structures and is an invaluable advisor and reference source.
Written via famous experts within the box, this fourth variation of a longtime textual content has been revised all through to include the most recent environmental matters, using wooden and terracotta in cladding, and use of recent fabrics, really the recent moulded fabrics. new chapters disguise wooden and terracotta in cladding. the most different types of cladding structures are defined intimately and strategies of creation, functionality features, functions and techniques of meeting are defined clearly.
Illustrated all through with photos and various line drawings, this can be a necessary review of the topic for either the coed and the practicing architect.
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Additional resources for Cladding of Buildings
25 Baffle fixed over stainless steel pin for easy renewal. When using baffle strips these should not be stretched before cutting at the base of the panel, otherwise they spring back up the joints, and are then short. The depth of the groove will vary according to the joint range expected, but 35 mm is normally adequate to accommodate a 75 mm baffle. The recommended distance of the baffle groove from the front panel is 50 mm, which should be increased to 75 mm if an additional drainage groove is provided (Fig.
10). Many buildings incorporate natural stone-faced cladding fixed with dowels or retention angles, and it is clear from examples of failures seen recently that there is a need to detail the fixings of stone panels to avoid spalling of the stone facing. Manufacturers normally advise the minimum thickness of limestone as 60 mm and of granite as 50 mm. Fixing dowels must not penetrate the stone to more than two-thirds of its thickness. The incorporation of stone into curtain walling has promoted an interest in lightweight stone cladding consisting of a thin layer of natural stone (granite, marble or limestone) bonded to a unidirectional glass filament and phenolic resin skin bonded either side of an aluminium honeycomb core.
1 2 3 4 5 6 7 811 911 10 11 12 13 14 15 6 7 8 9 20 1 2 3 4 5 6 7 8 9 30 1 2 3 4 5 6 7 811 Jointing Gasket joints Site exposure A B Although a number of gasket joints have been used, including cellular, tubular, cruciform and fircone gaskets, they all require to be constantly under compression with continuous contact with the panel edge. This is not easy to achieve, because of the variation of joint widths normally attainable on site (typically 10–30 mm). The possibility of blowholes and other unevenness on the concrete panel joint profile also makes it difficult to attain continuous contact with the panel edge.