NF EN ISO 11296-7

NF EN ISO 11296-7

February 2019
Standard Current

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks - Part 7 : lining with spirally-wound pipes

This document, in conjunction with ISO 11296-1, 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. 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. 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. The second method employs a dedicated winding machine which forms the pipe as it traverses the existing pipeline from one manhole to the next. 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.

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Main informations

Collections

National standards and national normative documents

Publication date

February 2019

Number of pages

26 p.

Reference

NF EN ISO 11296-7

ICS Codes

23.040.20   Plastics pipes
23.040.45   Plastics fittings
91.140.80   Drainage systems
93.030   External sewage systems

Classification index

P16-364-7

Print number

1

International kinship

European kinship

EN ISO 11296-7:2019
Sumary
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks - Part 7 : lining with spirally-wound pipes

This document, in conjunction with ISO 11296-1, 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.

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.

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.

The second method employs a dedicated winding machine which forms the pipe as it traverses the existing pipeline from one manhole to the next.

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.

Replaced standards (1)
Standard Cancelled
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks - Part 7 : lining with spirally-wound pipes

Le présent document, conjointement avec la Partie 1, spécifie les exigences et les méthodes d'essai applicables aux tubes formés sur place par enroulement hélicoïdal et assemblage d'une bande profilée préfabriquée en plastique, ou d'une bande profilée en plastique et d'une bande d'assemblage à verrouillage intégral, et utilisés pour la rénovation de réseaux de branchements et de collecteurs d'assainissement enterrés sans pression. Il s'applique aux tubages par enroulement hélicoïdal, de diamètre fixe ou variable, installés en utilisant soit une méthode faisant intervenir une machine à enrouler spécifique devant l'extrémité ouverte d'une canalisation existante (par exemple dans un regard). Les tubages ainsi formés sont insérés simultanément dans la canalisation existante par les forces d'enroulement et certaines techniques permettent d'en élargir le diamètre pendant ou après l'insertion, soit une méthode faisant intervenir une machine à enrouler spécifique pour former le tubage à mesure de sa progression à travers la canalisation existante d'un regard au regard suivant. Il traite également des tubages par enroulement hélicoïdal de diamètre fixe ou variable, fabriqués à partir de bandes profilées en plastique PVC-U (polychlorure de vinyle non plastifié), avec ou sans éléments raidisseurs en acier, munies d'un mécanisme de verrouillage intégral, ou en polyéthylène haute densité (HDPE) avec joints intégralement soudés.

Table of contents
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  • Avant-propos
  • 1 Domaine d'application
  • 2 Références normatives
  • 3 Termes et définitions
  • 4 Symboles et abréviations
  • 5 Tuyaux au stade "M"
  • 6 Raccords au stade "M"
  • 7 Accessoires
  • 8 Aptitude à l'emploi du système de rénovation installé au stade "I"
  • 9 Pratique d'installation
  • Annexe A (normative) Tubage par enroulement hélicoïdal - Méthode d'essai d'étanchéité à l'eau des tubages soumis à déflexion
  • Annexe B (informative) Exemples de méthodes de raccordement et de scellement des branchements avec le tubage SWO
  • Bibliographie
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