BS 8297:2017 – TC:2020 Edition
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Tracked Changes. Design, manufacture and installation of architectural precast concrete cladding. Code of practice
Published By | Publication Date | Number of Pages |
BSI | 2020 | 161 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
102 | Foreword |
104 | Introduction |
105 | 1 Scope 2 Normative references |
108 | 3 Terms and definitions |
110 | 4 Materials and components 4.1 Customer requirements |
111 | 4.2 Specifications for materials and components |
112 | 4.3 Steel Table 1 — Recommended grades of austenitic or Duplex (Austenitic/ferritic) stainless steel used for fixings |
113 | Table 2 — Recommended grades of fasteners |
114 | 4.4 Materials for jointing and pointing 4.5 Flashings, weatherings and cavity trays 4.6 Coating agents |
115 | 5 Design of cladding units 5.1 General 5.2 Structural design |
116 | 5.3 Thickness of concrete cover to reinforcement |
117 | 5.4 Fire-resisting wall units 5.5 Support conditions and bending moments |
119 | Figure 1 — Assumptions for design of units and corbels/brackets |
120 | 5.6 Sizes of units including thickness 5.7 Movement and tolerances |
121 | 5.8 Dimensional stability 5.9 Accommodation of dimensional changes |
122 | Table 3 — Coefficients of thermal expansion of buildings materials Table 4 — Extreme temperatures of UK structures |
124 | Table 5 — Rate of shrinkage of concrete (as a percentage of its potential) 5.10 Other factors affecting design |
126 | 5.11 Passive fire protection to resist the spread of fire 5.12 Signs and attachments to cladding units |
127 | 5.13 Thermal insulation 5.14 Acoustic properties 6 Position and detail of joints 6.1 General |
128 | 6.2 Movement joints 6.3 Compression joints 6.4 Sealed joints |
129 | 6.5 Open drained joints |
130 | Figure 2 — Examples of jointing details |
131 | Figure 3 — Open drained joint with plain baffle 6.6 Impregnated foam sealing strips and sealing strips |
132 | 7 Support and attachment of units to the structure 7.1 Support 7.2 Methods of attachment 7.3 Design of fixings |
133 | Figure 4 — Typical restraint fixing to concrete structure — vertical section Figure 5 — Typical restrain fixing to steel structure — plan |
136 | 8 Surface finish of cladding units 8.1 Precast concrete |
137 | 8.2 Stone‑faced units |
138 | Figure 6 — Typical details of fixing pins for stone faced concrete units 8.3 Reconstructed stone faced units 8.4 Brick‑faced units |
139 | 8.5 Tile and brick slip faced units 8.6 Finishes sample and inspections |
140 | 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 |
141 | 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 |
142 | 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 |
143 | 11.2 Storage of materials on site 11.3 Erection of cladding units |
145 | 11.4 Bedding, jointing and sealing 11.5 Accuracy of erection |
146 | 11.6 Final fixing 11.7 Protection of finished work |
147 | 11.8 Site repairs 11.9 Cleaning on completion of work |
148 | 12 Performance testing of cladding units 12.1 Test procedures |
150 | 12.2 Test requirements |
151 | 13 Inspection and maintenance 13.1 General 13.2 Cracks and crazing |
152 | 13.3 Joints 13.4 Joint seals 13.5 Surface cleaning 13.6 Coating agents |
154 | Annex A (normative) Checklists for the exchange of information |
157 | Bibliography |