BS EN ISO 11296-9:2022
$167.15
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks – Lining with a rigidly anchored plastics inner layer
Published By | Publication Date | Number of Pages |
BSI | 2022 | 40 |
This document, in conjunction with ISO 11296?1, specifies the requirements and test methods for pipes and fittings for the renovation of underground non-pressure drainage and sewerage networks by lining with a single rigid annulus of structural cementitious grout formed behind a plastics inner layer. This plastics layer serves as permanent formwork anchored to the grout. This document is applicable to plastics inner layers and grout systems with or without steel reinforcement. It does not apply to the structural design of the lining system. NOTE Systems with multiple annuli are available, but these are controlled by patent rights and not covered by this document.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
4 | European foreword Endorsement notice |
7 | Foreword |
8 | Introduction |
11 | 1 Scope 2 Normative references |
13 | 3 Terms and definitions |
14 | 4 Symbols and abbreviated terms 4.1 General 4.2 Symbols |
15 | 4.3 Abbreviated terms 5 Pipes at the “M” stage 5.1 Materials 5.1.1 Product variants |
16 | 5.1.2 Components of RAPL |
17 | 5.2 General characteristics 5.3 Material characteristics 5.3.1 Material characteristics of studded PE sheet and PE profiled plastics strip |
18 | 5.3.2 Material characteristics of PVC-U profiled plastics strips 5.3.3 Material characteristics of seam sealant 5.3.4 Material characteristics of the grout system |
20 | 5.4 Geometric characteristics 5.4.1 General 5.4.2 Studded PE sheet 5.4.3 Profiled plastics strips |
21 | 5.5 Mechanical characteristics 5.6 Physical characteristics |
22 | 5.7 Jointing 5.7.1 General 5.7.2 Welding of studded PE sheet to form it into tube |
23 | 5.7.3 Mechanical jointing of spirally wound PVC-U plastics profiled strips |
24 | 5.7.4 Mechanical jointing of PE plastics profile strips 5.8 Marking 5.8.1 Marking of plastics inner layers 5.8.2 Marking of packaged or bulk containerised grout |
25 | 5.9 Regional requirements for pipes 6 Fittings at the “M” stage 6.1 General 6.2 Materials 6.3 Geometric characteristics |
26 | 7 Ancillary components 8 Fitness for purpose of the installed lining system at the “I” stage 8.1 Materials 8.2 General characteristics |
27 | 8.3 Material characteristics 8.4 Geometric characteristics 8.5 Mechanical characteristics 8.6 Physical characteristics 8.7 Additional characteristics |
28 | 8.8 Sampling 9 Installation practice 9.1 Preparatory work 9.2 Storage, handling and transport of pipe components 9.3 Equipment 9.4 Installation |
29 | 9.5 Process-related inspection and testing 9.6 Lining termination 9.7 Reconnection to existing laterals 9.8 Final inspection and testing 9.9 Documentation |
30 | Annex A (normative) Test method for anchoring strength of plastics inner layer by pull-off |
36 | Annex B (normative) “I” stage crushing strength test |
39 | Bibliography |