BS 5911-3:2022
$167.15
Concrete pipes and ancillary concrete products – Concrete manholes, inspection chambers and soakaways (complementary to BS EN 1917:2002). Specification
Published By | Publication Date | Number of Pages |
BSI | 2022 | 40 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
5 | Foreword |
7 | 1 Scope 2 Normative references |
8 | 3 Terms and definitions Figure 1 — Use of corbel slabs in conjunction with double steps or ladder |
9 | 4 Symbols 5 General requirements |
10 | 5.1 Application 5.2 Concrete (4.2) – composition 5.3 Finish (4.3.2) – surface voids 5.4 Geometrical characteristics (4.3.3) |
11 | Table 1 — Manhole nominal sizes, internal manufacturing diameters and tolerances of circular units Table 2 — Manhole nominal sizes, internal manufacturing sizes and tolerances of rectangular units |
12 | Table 3 — Inspection chambers 5.5 Finish (4.3.2) |
13 | Figure 2 — Typical base unit – circular |
14 | Figure 3 — Typical base unit – rectangular |
15 | Table 4 — Shape, size and position of openings in cover slabs, adjusting units and corbel slabs |
16 | Table 5 — Shape, size and position of openings in reducing and landing slabs |
17 | Figure 4 — Openings in circular cover slabs Figure 5 — Openings in rectangular cover slabs |
18 | Figure 6 — Typical adjusting unit Figure 7 — Typical corbel slabs |
19 | Figure 8 — Typical reducing slabs Figure 9 — Typical landing slabs |
20 | Figure 10 — Typical inspection chamber arrangements |
21 | 5.6 Crushing strength of chamber and shaft units (4.3.5) |
22 | Table 6 — Manhole strength classes and corresponding minimum crushing loads for circular and rectangular chamber and shaft units |
23 | Table 7 — Inspection chamber strength classes (horizontal loading) 5.7 Watertightness of vertical units (4.3.8) 5.8 Steps (4.1) 5.9 Lifting anchorages for slabs 5.10 Resistance of manhole joints to vertical loading |
24 | Figure 11 — Typical joint profiles 5.11 Seals |
25 | 6 Special requirements 6.1 Reinforced concrete units and components (5.2) – concrete cover (5.2.2) 6.2 Vertical strength of cover, reducing and landing slabs and corbel slabs (5.2.4) – vertical strength of slabs to fit chambers greater than DN 1250 and corbel slabs |
26 | Table 8 — Vertical proof loads for cover, reducing and landing slabs to fit chambers greater than DN 1250 and corbel slabs |
27 | Figure 12 — Loading arrangements for cover slabs |
28 | Figure 13 — Loading arrangements for reducing slabs |
29 | Figure 14 — Loading arrangements for landing slabs Figure 15 — Loading arrangements for corbel slabs 6.3 Test to determine resistance of manhole components to vertical loading |
30 | 6.4 Vertical strength of inspection unit cover slabs and reducing slabs Table 9 — Vertical loads for inspection chambers 7 Conformity evaluation 7.1 Application 7.2 Finish 7.3 Geometrical characteristics 7.4 Vertical strength of landing slabs and corbel slabs 7.5 Lifting anchorages for slabs |
31 | 8 Marking |
32 | Annex A (normative) British Standards relevant to BS EN 1917:2002 Table A.1 — British Standards relevant to BS EN 1917:2002 Annex B (informative) Information to be supplied in an enquiry or order Table B.1 — Information to be supplied in an enquiry or order |
33 | Annex C (normative) Surface void test Figure C.1 — Gauge for assessing surface voids Annex D (normative) Dimensional tests |
34 | Annex E (informative) Assessment of strength class for rectangular shaft units when considering permissible installation depth |
35 | Figure E.1 — Symbols used in the assessment of strength class |
36 | Annex F (normative) Lifting anchorage pull-out test Figure F.1 — Typical anchorage pull-out testing machine on longitudinal section of unit wall |
38 | Bibliography |