This part of ISO 11296, in conjunction with Part 1, 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 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 covers spirally-wound pipes of fixed or variable diameter made of profiled plastics strips, with or without steel stiffening elements, of unplasticized poly(vinyl chloride) (PVC-U) with integral locking mechanism or high density polyethylene (HDPE) with integrally welded joints.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 1\tScope 2\tNormative references <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3\tTerms and definitions <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 4\tSymbols and abbreviated terms 4.1\tSymbols 4.2\tAbbreviated terms 5\tPipes at the \u201cM\u201d\u00a0stage 5.1\tMaterials <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5.2\tGeneral characteristics 5.3\tMaterial characteristics <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 5.4\tGeometric characteristics <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 5.5\tMechanical characteristics 5.6\tPhysical characteristics 5.7\tJointing 5.8\tMarking <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 6\tFittings at the \u201cM\u201d\u00a0stage 7\tAncillary components 8\tFitness for purpose of the installed lining system at the \u201cI\u201d\u00a0stage 8.1\tMaterials 8.2\tGeneral characteristics 8.3\tMaterial characteristics 8.4\tGeometric characteristics 8.5\tMechanical characteristics <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 8.6\tPhysical characteristics 8.7\tAdditional characteristics 8.8\tPreparation of samples 8.9\tAdhesives 9\tInstallation practice 9.1\tPreparatory work 9.2\tStorage, handling and transportation of profiled plastics strips and fittings 9.3\tEquipment <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 9.4\tInstallation <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 9.5\tProcess-related inspection and testing 9.6\tLining termination 9.7\tReconnecting to existing manholes and laterals 9.8\tFinal inspection and testing 9.9\tDocumentation <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | Annex\u00a0A \n(normative)<\/p>\n Spirally-wound pipe\u00a0\u2014 Test method for watertightness in a\u00a0deflected condition <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | Annex\u00a0B \n(informative)<\/p>\n 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 |