This document, in conjunction with ISO 11296\u20111, specifies requirements and test methods for pipes which are formed on site by spirally winding and jointing a pre-manufactured profiled plastics strip, or a profiled plastics strip and integral locking joiner strip, and used for the renovation of underground non-pressure drainage and sewerage networks.<\/p>\n
It applies to spirally-wound pipes of fixed or variable diameter made of profiled plastics strips, with or without steel stiffening elements, and installed by one of two methods.<\/p>\n
The first method employs a dedicated winding machine in front of the open end of an existing pipeline, e.g. in a manhole. The pipes thus formed are simultaneously inserted into the existing pipeline by the winding forces, and by certain techniques can also be expanded in diameter after or during insertion.<\/p>\n
The second method employs a dedicated winding machine which forms the pipe as it traverses the existing pipeline from one manhole to the next.<\/p>\n
It applies to profiled plastics strips of unplasticized poly(vinyl chloride) (PVC U) with integral locking mechanism, or of high density polyethylene (HDPE) with integrally welded joints.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 4 Symbols and abbreviated terms 4.1 Symbols 4.2 Abbreviated terms 5 Pipes at the \u201cM\u201d stage 5.1 Materials <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5.2 General characteristics 5.3 Material characteristics <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 5.4 Geometric characteristics <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 5.5 Mechanical characteristics 5.6 Physical characteristics 5.7 Jointing 5.8 Marking <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 6 Fittings at the \u201cM\u201d stage 7 Ancillary components 8 Fitness for purpose of the installed lining system at the \u201cI\u201d stage 8.1 Materials 8.2 General characteristics 8.3 Material characteristics 8.4 Geometric characteristics 8.5 Mechanical characteristics <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 8.6 Physical characteristics 8.7 Additional characteristics 8.8 Preparation of samples 8.9 Adhesives 9 Installation practice 9.1 Preparatory work 9.2 Storage, handling and transportation of profiled plastics strips and fittings 9.3 Equipment <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 9.4 Installation <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 9.5 Process-related inspection and testing 9.6 Lining termination 9.7 Reconnecting to existing manholes and laterals 9.8 Final inspection and testing 9.9 Documentation <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | Annex A (normative) Spirally-wound pipe \u2014 Test method for watertightness in a deflected condition <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | Annex B (informative) Examples of methods for reconnecting and sealing laterals to SWO pipe <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks – Lining with spirally-wound pipes<\/b><\/p>\n |