ISO/TS 10465-1:2007
(Main)Underground installation of flexible glass-reinforced pipes based on unsaturated polyester resin (GRP-UP) — Part 1: Installation procedures
Underground installation of flexible glass-reinforced pipes based on unsaturated polyester resin (GRP-UP) — Part 1: Installation procedures
ISO/TS 10465-1:2007 describes the procedures for underground installation of flexible glass-reinforced thermosetting resin (GRP) pipes. It refers generally to GRP pipes as specified in the system standards ISO 10467 and ISO 10639, but it can also be used as a guide for the installation of other GRP pipes. It does not include jacking, relining or above-ground installations; nor does it cover health and safety or environmental conditions, these being addressed in national regulations at the place of installation.
Installation enterrée de canalisations flexibles renforcées de fibres de verre à base de résine polyester insaturée (GRP-UP) — Partie 1: Modes opératoires d'installation
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TECHNICAL ISO/TS
SPECIFICATION 10465-1
First edition
2007-04-15
Underground installation of flexible
glass-reinforced pipes based on
unsaturated polyester resin (GRP-UP) —
Part 1:
Installation procedures
Installation enterrée de canalisations flexibles renforcées de fibres de
verre à base de résine polyester insaturée (GRP-UP) —
Partie 1: Modes opératoires d'installation
Reference number
©
ISO 2007
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ii © ISO 2007 – All rights reserved
Contents Page
Foreword. v
Introduction . vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions. 1
4 Installation — Design considerations. 3
4.1 General. 3
4.2 Site assessment. 3
4.3 Flexible pipe — Technical concepts. 4
4.4 Pipe selection. 5
5 On-site inspection, transportation, handling and storage . 6
5.1 Inspection . 6
5.2 Transportation. 7
5.3 Pipe handling . 8
5.4 Storage. 10
5.5 On-site inspection. 11
6 Trench construction . 12
6.1 Excavation . 12
6.2 Minimum trench width. 12
6.3 Trench-bottom. 12
6.4 Water control. 13
6.5 Support of trench walls. 13
6.6 Trenching on slopes. 14
6.7 Exposing pipes when making service-line connections . 15
6.8 Trench bottom in weak soils . 15
7 Foundation and bedding. 15
7.1 General. 15
7.2 Migration control of bedding materials . 15
7.3 Trench foundation . 16
7.4 Bedding. 17
8 Pipe laying and jointing. 17
8.1 Quality assurance. 17
8.2 Pipe laying . 18
8.3 Jointing pipes laid on steep gradients . 18
9 Embedment and backfill . 19
9.1 Pipe zone backfill configurations. 19
9.2 Embedment materials. 20
9.3 Placing and compacting embedment materials . 21
9.4 Placement of trench backfill . 22
9.5 Parallel or crossing piping systems . 24
9.6 Special precautions. 26
10 Thrust resistance and rigid connections .27
10.1 Support for control devices. 27
10.2 Thrust restraint . 28
10.3 Connections to rigid structures . 29
10.4 Connections with rigid joints . 31
11 Pipe joints . 32
11.1 Joint characterization . 32
11.2 Adhesive bonded joints. 32
11.3 Butt and wrapped joints . 32
11.4 Bolted flanged joints. 32
11.5 Socket and spigot with elastomeric sealing elements. 33
11.6 Flexible joints with elastomeric seal. 33
11.7 Mechanical compression joints. 33
11.8 Slip-on coupling . 33
11.9 Mechanical band couplings . 34
12 Special installations. 34
12.1 Casings . 34
12.2 Submarine pipelines . 34
12.3 Embankment installations. 37
13 Testing. 38
13.1 Deflection testing . 38
13.2 Pressure testing . 38
13.3 Non-pressure pipelines . 40
13.4 Pressure pipelines . 41
14 Disinfection of water mains . 42
14.1 Swabbing . 42
14.2 Disinfection. 42
Annex A (informative) Classification of soils and consolidation class terminology. 43
Bibliography . 45
iv © ISO 2007 – All rights reserved
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