BS 6180:1999
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
Barriers in and about buildings. Code of practice
Hardcopy , PDF
03-31-2011
English
09-26-2001
Committees responsible
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Materials, components and methods of design and
construction
5 Preliminary considerations
6 Design criteria
7 Concrete
8 Glass
9 Masonry
10 Metals
11 Plastics
12 Timber
13 Composites
14 Installation
Annex A (normative) Vehicle impact on barriers
Annex B (informative) Bolt fixing of glass in barriers
Bibliography
Index
Figure 1 - Datum, barrier height and design height
Figure 2 - Height and width of barriers in front of fixed
Figure 2 - Height and width of barriers in front of fixed
seating
Figure 3 - Preferred minimum hot bending radius for
rectangular hollow steel sections
Figure 4 - Typical site fixing details for steel barriers
Figure A.1 - Impact forced for vehicles impacting at right
angles to a barrier
Figure A.2 - Typical impact forces for vehicles impacting at
20degree to a barrier, at 10 mile/h
Figure B.1 - Alternative bolt fixing arrangement for thick
toughened glass infill panels
Figure B.2 - Typical clamping systems for free-standing
toughened glass balustrades
Table 1 - Minimum barrier heights
Table 2 - Sizes of fully framed single glass panes in
accordance with the design criteria given in
BS 6399-1:1996
Table 3 - Recommended coating thickness and applications
Table 4 - Preferred minimum hot bending radius for rectangular
hollow steel sections
Provides guidelines for design and construction of permanent and temporary barriers in and about buildings and places of assembly, these being designed and positioned for protection against hazards, and to restrict or control movement of people or vehicles. Covers barriers indicating routes, those capable of stopping/diverting vehicles up to 2500 kg in areas where speed restriction is 16 km/h (4.44m/s, 10 mile/h), and walls, glazing and elements of buildings where elements act as protective barriers. Not covered, are barriers for resisting impact at travel speeds greater than 16 km/h, barriers used in building and works of engineering construction, and safety barriers for protection of children of up to 24 months.
Committee |
B/208
|
DevelopmentNote |
Supersedes 97/107180 DC Supersedes BS 6180(1995) (11/1999)
|
DocumentType |
Standard
|
Pages |
32
|
PublisherName |
British Standards Institution
|
Status |
Superseded
|
BS 5493:1977 | Code of practice for protective coating of iron and steel structures against corrosion |
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BS 8118-2(1991) : 1991 | STRUCTURAL USE OF ALUMINIUM - PART 2: SPECIFICATION FOR MATERIALS, WORKMANSHIP AND PROTECTION |
BS 4921:1988 | Specification for sherardized coatings on iron or steel |
BS EN 12167:2011 | Copper and copper alloys. Profiles and bars for general purposes |
BS 8118-1:1991 | Structural use of aluminium Code of practice for design |
BS 6262-4:1994 | Glazing for buildings Safety related to human impact |
BS EN 10088-3:2014 | Stainless steels Technical delivery conditions for semi-finished products, bars, rods, wire, sections and bright products of corrosion resisting steels for general purposes |
BS EN 10143:2006 | Continuously hot-dip coated steel sheet and strip. Tolerances on dimensions and shape |
BS 6206:1981 | Specification for impact performance requirements for flat safety glass and safety plastics for use in buildings |
BS 5135:1984 | Specification for arc welding of carbon and carbon manganese steels |
BS EN 22063:1994 | Metallic and other inorganic coatings. Thermal spraying. Zinc, aluminium and their alloys |
BS 7688:1993 | Test methods for electro-slag remelting furnaces |
BS 4729:1990 | Specification for dimensions of bricks of special shapes and sizes |
BS EN 10025:1993 | Hot rolled products of non-alloy structural steels. Technical delivery conditions |
BS 8110-2:1985 | STRUCTURAL USE OF CONCRETE - PART 2: CODE OF PRACTICE FOR SPECIAL CIRCUMSTANCES |
BS EN 10088-2:2014 | Stainless steels Technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes |
BS 1965-1:1963 | Specification for butt-welding pipe fittings for pressure purposes Carbon steel |
BS EN 10155:1993 | Structural steels with improved atmospheric corrosion resistance. Technical delivery conditions |
BS 6150:1991 | Code of practice for painting of buildings |
BS EN ISO 1461:2009 | Hot dip galvanized coatings on fabricated iron and steel articles. Specifications and test methods |
BS EN 10029:2010 | Hot-rolled steel plates 3 mm thick or above. Tolerances on dimensions and shape |
BS 6270-3:1991 | Code of practice for cleaning and surface repair of buildings Metals (cleaning only) |
BS EN 1982:2017 | Copper and copper alloys. Ingots and castings |
BS EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties |
BS 3605-2:1992 | Austenitic stainless steel pipes and tubes for pressure purposes Specification for longitudinally welded tubes |
BS EN 12163:2011 | Copper and copper alloys. Rod for general purposes |
BS 6399-1:1996 | LOADING FOR BUILDINGS - PART 1: CODE OF PRACTICE FOR DEAD AND IMPOSED LOADS |
BS 449-2:ADD1(1975) : AMD 1929 | SPECIFICATION FOR THE USE OF STRUCTURAL STEEL IN BUILDINGS - METRIC UNITS - THE USE OF COLD FORMED STEEL SECTIONS IN BUILDING |
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