Download e-book for kindle: Appraisal and Repair of Claddings and Fixings by Harrison, Peter; Wilson, Michael

By Harrison, Peter; Wilson, Michael

ISBN-10: 072771662X

ISBN-13: 9780727716620

This ebook is a pragmatic consultant to the detection and treatment of faults in claddings and fixings on constructions. It units out the issues thinking about universal cladding structures for constructions, and relates those difficulties to all of the fabrics used: stone, masonry, concrete and glass-reinforced composites

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Get Appraisal and Repair of Claddings and Fixings PDF

This ebook is a realistic advisor to the detection and therapy of faults in claddings and fixings on constructions. It units out the issues serious about universal cladding platforms for structures, and relates those difficulties to all of the fabrics used: stone, masonry, concrete and glass-reinforced composites

Additional info for Appraisal and Repair of Claddings and Fixings

Sample text

The bottom drawing shows a mechanical double-ended expander which often starts in the outer leaf, every effort must be made to remove all trace of the offending tie, as failure to do so will mean that the wall will continue to crack along its bed joint due to the expansion force of the corroding tie. Any decision to remove the offending part of the tie from the inner leaf must be based on the evidence of damage through corrosion, compared with the possible internal damage to decoration. Other causes of a wall tie failure could be damp penetration caused by porous brickwork, or poor or chemically aggressive mortar.

In these cases the brickwork should be taken back about 1 • 5 m from the corner and rebuilt with vertical movement joints on each face. Usually it will be found that the concrete upstand has also cracked, and, provided the member is not a spanning upstand beam, consideration must also be given to jointing this member. A / . . , . Long panels of brickwork when split with an additional joint must have additional ties added Fig. 6. 2. Remedy for concrete panel failure The failure of concrete panels present very different problems, and, if due to movement, can have devastating effects on the fixings.

Other causes of a wall tie failure could be damp penetration caused by porous brickwork, or poor or chemically aggressive mortar. 28 CLADDINGS AND FIXINGS General brick wall failure may be due to settlement of one form or another, and in such cases, provided the cause is correctly diagnosed, rectification of the structure will be more significant than any isolated remedial work to the brick wall. It is therefore, as previously noted, essential to diagnose the cause correctly, not just the isolated problem.

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Appraisal and Repair of Claddings and Fixings by Harrison, Peter; Wilson, Michael


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