BS 8297:2017
$198.66
Design, manufacture and installation of architectural precast concrete cladding. Code of practice
Published By | Publication Date | Number of Pages |
BSI | 2017 | 62 |
This British Standard gives recommendations and guidance for the design, manufacture, transport and installation of architectural precast concrete units in the form of:
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units supported by and fixed to a structural frame or wall to perform a cladding role;
NOTE These might be part of the external envelope or separate elements, such as columns and balconies.
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units which may neither be associated with, or form part of, a building;
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units used as permanent formwork in part or in whole, but limited to architectural elements; and
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the architectural function of a sandwich panel (see 3.7.3).
It includes recommendations on the measures which are to be taken to provide for permanent and temporary movements and tolerances of the structure, to enable the cladding to perform its function satisfactorily. It gives the minimum standards needed and the materials and methods of fixings most frequently used. It applies to new buildings but many provisions might be applicable to alterations or refurbishment of existing buildings.
Guidance is given on the quality of the finished product and verification of performance. The design recommendations given in this British Standard are based on limit state design principles.
This British Standard is intended to be used in conjunction with BS EN 13369:2013 and BS EN 13670, but provides comprehensive guidance specifically in relation to architectural precast concrete cladding and therefore takes precedence in the items addressed.
This British Standard does not provide recommendations relevant to units incorporating glass fibre reinforced concrete (GFRC/GRC), semi-dry or small wet-cast masonry units instead of larger architectural wall cladding panels (see BS 1217), nor the design of the supporting structure to which the units might be attached.
PDF Catalog
PDF Pages | PDF Title |
---|---|
5 | Foreword |
7 | Introduction |
8 | 1 Scope 2 Normative references |
11 | 3 Terms and definitions |
13 | 4 Materials and components 4.1 Customer requirements |
14 | 4.2 Specifications for materials and components |
15 | 4.3 Steel Table 1 — Recommended grades of austenitic or Duplex (Austenitic/ferritic) stainless steel used for fixings |
16 | Table 2 — Recommended grades of fasteners |
17 | 4.4 Materials for jointing and pointing 4.5 Flashings, weatherings and cavity trays 4.6 Coating agents |
18 | 5 Design of cladding units 5.1 General 5.2 Structural design |
19 | 5.3 Thickness of concrete cover to reinforcement |
20 | 5.4 Fire-resisting wall units 5.5 Support conditions and bending moments |
22 | Figure 1 — Assumptions for design of units and corbels/brackets |
23 | 5.6 Sizes of units including thickness 5.7 Movement and tolerances |
24 | 5.8 Dimensional stability 5.9 Accommodation of dimensional changes |
25 | Table 3 — Coefficients of thermal expansion of buildings materials Table 4 — Extreme temperatures of UK structures |
27 | Table 5 — Rate of shrinkage of concrete (as a percentage of its potential) 5.10 Other factors affecting design |
29 | 5.11 Passive fire protection to resist the spread of fire 5.12 Signs and attachments to cladding units |
30 | 5.13 Thermal insulation 5.14 Acoustic properties 6 Position and detail of joints 6.1 General |
31 | 6.2 Movement joints 6.3 Compression joints 6.4 Sealed joints |
32 | 6.5 Open drained joints |
33 | Figure 2 — Examples of jointing details |
34 | Figure 3 — Open drained joint with plain baffle 6.6 Impregnated foam sealing strips and sealing strips |
35 | 7 Support and attachment of units to the structure 7.1 Support 7.2 Methods of attachment 7.3 Design of fixings |
36 | Figure 4 — Typical restraint fixing to concrete structure — vertical section Figure 5 — Typical restrain fixing to steel structure — plan |
39 | 8 Surface finish of cladding units 8.1 Precast concrete |
40 | 8.2 Stone‑faced units |
41 | Figure 6 — Typical details of fixing pins for stone faced concrete units 8.3 Reconstructed stone faced units 8.4 Brick‑faced units |
42 | 8.5 Tile and brick slip faced units 8.6 Finishes sample and inspections |
43 | 9 Manufacture 9.1 General 9.2 Casting, curing and inspection 9.3 Tolerances and accuracy Table 6 — Permissible deviations in the manufacture of cladding units |
44 | 9.4 Removal of cast concrete units from moulds 9.5 Marking 10 Handling and transportation of cladding units 10.1 Handling 10.2 Design of lifting points |
45 | 10.3 Protection against damage 10.4 Storage 10.5 Transportation of units to the site 11 On‑site erection and fixing 11.1 General |
46 | 11.2 Storage of materials on site 11.3 Erection of cladding units |
48 | 11.4 Bedding, jointing and sealing 11.5 Accuracy of erection |
49 | 11.6 Final fixing 11.7 Protection of finished work |
50 | 11.8 Site repairs 11.9 Cleaning on completion of work |
51 | 12 Performance testing of cladding units 12.1 Test procedures |
53 | 12.2 Test requirements |
54 | 13 Inspection and maintenance 13.1 General 13.2 Cracks and crazing |
55 | 13.3 Joints 13.4 Joint seals 13.5 Surface cleaning 13.6 Coating agents |
57 | Annex A (normative) Checklists for the exchange of information |
60 | Bibliography |