NF EN ISO 11296-1
Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks - Part 1 : general
ISO 11296-1:2009 specifies the requirements and test methods for plastics piping systems intended to be used for the renovation of underground non‑pressure drainage and sewerage networks, which are operated as gravity systems and subjected to a maximum surcharge pressure of 0,5 bar. It is applicable to pipes and fittings as manufactured, as well as to the installed plastics lining system; it is not applicable to the existing pipeline or any annular filler.
ISO 11296-1:2009 specifies the requirements and test methods for plastics piping systems intended to be used for the renovation of underground non‑pressure drainage and sewerage networks, which are operated as gravity systems and subjected to a maximum surcharge pressure of 0,5 bar. It is applicable to pipes and fittings as manufactured, as well as to the installed plastics lining system; it is not applicable to the existing pipeline or any annular filler.
Le présent document spécifie les prescriptions et décrit les méthodes d'essai pour les systèmes d'essai pour les systèmes de canalisations utilisés pour la rénovation des réseaux d'assainissement enterrés sans pression qui fonctionnent comme des systèmes gravitaires et pouvant faire l'objet d'une mise en charge de 0,5 bar.
<p>ISO 11296-1:2018 specifies the requirements and test methods for plastics piping systems intended to be used for the renovation of underground non-pressure drainage and sewerage networks, which are operated as gravity systems and subjected to a maximum surcharge pressure of 0,5 bar[1]. It is applicable to pipes and fittings, as manufactured, as well as to the installed lining system. It is not applicable to the existing pipeline or any non-structural sprayed coatings or annular filler.</p> <p>ISO 11296-1:2018 gives the general requirements common to all relevant renovation techniques.</p> <p>[1] 1 bar = 0,1 MPa = 0,1 N/mm<sup>2</sup> = 10<sup>5</sup> N/m<sup>2</sup>.</p>
- Avant-proposv
- Introductionvi
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1 Domaine d'application1
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2 Références normatives1
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3 Termes et définitions1
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3.1 Termes généraux1
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3.2 Techniques3
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3.3 Caractéristiques4
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3.4 Origine des matières5
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3.5 Stades des produits6
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4 Symboles et abréviations6
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4.1 Symboles6
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4.2 Abréviations7
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5 Tuyaux au stade "M"7
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5.1 Matières7
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5.2 Caractéristiques générales7
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5.3 Caractéristiques des matières7
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5.4 Caractéristiques géométriques7
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5.5 Caractéristiques mécaniques7
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5.6 Caractéristiques physiques7
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5.7 Assemblage7
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5.8 Marquage7
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6 Raccords au stade "M"8
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6.1 Matières8
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6.2 Caractéristiques générales8
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6.3 Caractéristiques des matières8
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6.4 Caractéristiques géométriques8
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6.5 Caractéristiques mécaniques8
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6.6 Caractéristiques physiques8
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6.7 Assemblage8
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6.8 Marquage9
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7 Accessoires9
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8 Aptitude à l'emploi du système de rénovation installé au stade "I"9
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8.1 Matières9
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8.2 Caractéristiques générales9
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8.3 Caractéristiques des matières9
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8.4 Caractéristiques géométriques10
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8.5 Caractéristiques mécaniques10
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8.6 Caractéristiques physiques10
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8.7 Caractéristiques supplémentaires10
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8.8 Échantillonnage10
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9 Pratique d'installation10
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9.1 Travaux préparatoires10
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9.2 Stockage manutention et transport des tuyaux et raccords11
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9.3 Équipement11
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9.4 Installation11
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9.5 Contrôle et essais relatifs au processus d'installation12
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9.6 Achèvement du tubage ou chemisage12
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9.7 Raccordement aux regards de visite et branchements existants12
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9.8 Inspection finale et essais12
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9.9 Documentation12
- Bibliographie13
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