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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
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This British Standard gives recommendations and guidance for the design, manufacture, transport and installation of architectural precast concrete units in the form of:

  1. 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.

  2. units which may neither be associated with, or form part of, a building;

  3. units used as permanent formwork in part or in whole, but limited to architectural elements; and

  4. 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
BS 8297:2017
$198.66