By David Highfield
Facade-retention schemes are getting used increasingly more as a method of delivering smooth lodging for advertisement and commercial structures in conservation components and town centres. This publication is the 1st authoritative consultant to this hugely complicated approach and bargains with the major concerns linked to development at the back of old facades. It explains the standards that are meant to be utilized by architects and others in constructing winning designs, and provides an perception into the technical difficulties. It contains entire descriptions of 8 fresh schemes, illustrated through a variety of distinctive drawings and images.
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Extra resources for The Construction of New Buildings Behind Historic Facades
The interface treatment between the new structure and the retained facade must also be considered where settlement of the former has been predicted. 7 Various methods of connecting resin-anchors to the new structure. 8 Facade-tie design permitting settlement of new structure. 9 Interface details permitting settlement of new structure. 10 Foundation design to prevent damage to the stability of the retained facade. 11 Balanced-base foundations used to prevent damage to the stability of the retained facade.
9. 5 Foundation design It is essential that the design and construction of the new structure does not adversely affect the stability of the retained facade, and this is of particular importance at foundation level. The foundations to many historic buildings are often found to be weak and unstable and are therefore vulnerable to any disturbance caused by new construction works. The two most common solutions used to overcome this problem are as follows. 10). This ensures that no new foundations are constructed adjacent to those of the facade, therefore ruling out any constructional disturbance and subsequent harmful effects caused by the new structure’s loads.
2. They must not transmit any vertical loads from the new structure to the facade (since the facade should not normally act as a load—bearing element in the new design) 3. 4). The most widely used solution to this problem is to employ some form of resin anchor system which involves anchoring steel tie-bars into the facade masonry with a rapid-setting resinous mortar and then connecting them directly or indirectly to the new structure. The anchoring of the tie-bars into the facade masonry may be executed using either a resin cartridge method or pre-mixed resin.