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BS 1722-14:2001

BS 1722-14:2001

$142.49

Fences – Specification for open mesh steel panel fences

Published By Publication Date Number of Pages
BSI 2001 32
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PDF Pages PDF Title
1 BRITISH STANDARD
2 Committees responsible for this British�Standard
3 Contents
7 1 Scope
2 Normative references
3 Dimensions and general characteristics
8 Table 1 Basic characteristics of suitable expanded metal for panel fences
9 Table 2 Basic characteristics of suitable welded mesh for panel fences
4 Materials
4.1 Infill
4.2 Steel posts
10 Figure 1 Example of typical expanded mesh
11 Figure 2 Examples of typical welded mesh
12 4.3 Concrete posts
4.4 Fittings
4.5 Other materials
13 5 Design
5.1 Loading
5.2 Toppings
14 5.3 Security against burrowing
6 Foundations and sills
6.1 General
6.2 Holes for post foundations
6.3 Concrete sills
6.4 Concrete for post foundations and sills
7 Gates
7.1 Construction
15 7.2 Additional items
7.3 Gate posts
8 Installation
8.1 Level and line
8.2 Posts
16 Table 3 Post foundations for general purpose fences
8.3 Infill panels
8.4 Cranked tops and extension arms
8.5 Bolts
9 Statement of conformity
9.1 Fence manufacturer
9.2 Fence installer
9.3 Certificate
17 Annex A (informative) Specifying an open mesh steel panel fence
A.1 General
A.2 Site conditions
A.3 Construction of fence
18 Annex B (normative) Steel components and protective treatment
B.1 Materials
B.2 Protective treatment
19 Annex C (normative) Concrete components
C.1 Materials
C.1.1 Cement
C.1.2 Aggregate
C.1.3 Admixtures
C.1.4 Reinforcement
C.2 Moulds
C.3 Manufacture
C.3.1 Mixing
C.3.2 Placing and compaction
C.3.3 Location of reinforcement
20 C.3.4 Examination of location of reinforcement
C.3.5 Protection from freezing
C.3.6 Maturing
C.4 Finish
C.5 Tests
C.5.1 Cube tests for concrete proportioning
C.5.2 Cube tests for concrete strength development
21 Annex D (normative) Method for the determination of loadbearing capacity of concrete posts
D.1 Testing of posts
D.2 Procedure
22 Figure D.1 Procedure
D.3 Expression of results
23 Annex E (normative) Calculation of wind forces
24 Annex F (normative) Test procedure
F.1 Wind loading test
F.1.1 Test layout
F.1.2 Procedure
F.2 Personnel loading test
F.2.1 Test layout
F.2.2 Procedure
F.3 Acceptance criteria
25 Figure F.1 Plan view for vertical loading — Elevation for horizontal loading
26 Annex G (informative)
Ground sloping conditions
Figure G.1 Method 1: up to 20°
27 Figure G.2 Method 2: over 20°
28 Figure G.3 Method 3: approximately 45°
29 Figure G.4 Alternatives to Figure G.1, Figure G.2 and Figure G.3

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BS 1722-14:2001
$142.49