BS EN ISO 11297-4:2018
$102.76
Plastics piping systems for renovation of underground drainage and sewerage networks under pressure – Lining with cured-in-place pipes
Published By | Publication Date | Number of Pages |
BSI | 2018 | 22 |
This document, in conjunction with ISO 11297‑1 and ISO 11296‑4, specifies requirements and test methods for cured-in-place pipes and fittings used for the renovation of hydraulically and pneumatically pressurized underground drainage and sewerage networks with service temperatures up to 50 °C.
It applies to independent (fully structural, class A) and interactive (semi structural, class B) pressure pipe liners, as defined in ISO 11295, which do not rely on adhesion to the existing pipeline.
It applies to the use of various thermosetting resin systems, in combination with compatible fibrous carrier materials, reinforcement, and other process-related plastics components (see 5.1).
It does not include requirements or test methods for resistance to abrasion, cyclic loading or impact, which are outside the scope of this document.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
4 | European foreword |
6 | Foreword |
7 | Introduction |
9 | 1 Scope 2 Normative references |
10 | 3 Terms and definitions 3.1 General 3.2 Techniques 3.3 Characteristics 3.4 Materials 3.5 Product stages |
11 | 3.6 Service conditions 4 Symbols and abbreviated terms 4.1 Symbols 4.2 Abbreviated terms |
12 | 5 Pipes at the “M” stage 5.1 Materials 5.2 Characteristics 5.3 Marking 6 Fittings at the “M” stage 7 Ancillary components 8 Fitness for purpose of the installed lining system at the “I” stage 8.1 Materials |
13 | 8.2 General characteristics 8.3 Material characteristics 8.4 Geometric characteristics 8.4.1 General 8.4.2 CIPP wall structure |
14 | 8.4.3 Wall thickness 8.5 Mechanical characteristics 8.5.1 Reference conditions for testing 8.5.2 Test requirements |
16 | 8.6 Physical characteristics 8.7 Additional characteristics 8.7.1 Resistance to strain and stress corrosion |
17 | 8.7.2 Leak tightness of liner terminations 8.8 Sampling |
18 | 9 Installation practice 9.1 Preparatory work 9.2 Storage, handling and transport of pipe components 9.3 Equipment 9.4 Installation 9.5 Process-related inspection and testing 9.6 Lining termination 9.7 Reconnections to the existing pipeline system 9.8 Final inspection and testing 9.9 Documentation |
20 | Bibliography |