NF EN ISO 21809-5
Petroleum and natural gas industries - External coatings for buried or submerged pipelines used in pipeline transportation systems - Part 5 : external concrete coatings
ISO 21809-5:2010 specifies the requirements for qualification, application, testing and handling of materials required for the application of reinforced concrete coating externally to either bare pipe or pre-coated pipe for use in pipeline transportation systems for the petroleum and natural gas industries as defined in ISO 13623. ISO 21809-5:2010 is applicable to concrete thicknesses of 25 mm or greater.
ISO 21809-5:2010 specifies the requirements for qualification, application, testing and handling of materials required for the application of reinforced concrete coating externally to either bare pipe or pre-coated pipe for use in pipeline transportation systems for the petroleum and natural gas industries as defined in ISO 13623.
ISO 21809-5:2010 is applicable to concrete thicknesses of 25 mm or greater.
ISO 21809-5:2017 specifies the requirements for qualification, application, testing and handling of materials required for the application of reinforced concrete coating externally to either bare pipe or pre-coated pipe for use in pipeline transportation systems for the petroleum and natural gas industries as defined in ISO 13623. The external application of concrete is primarily used for the negative buoyancy of pipes used in buried or submerged pipeline systems and/or for the mechanical protection of the pipe and its pre-coating. ISO 21809-5:2017 is applicable to concrete thicknesses of 25 mm or greater.
- 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 définitions4
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4 Symboles et termes abrégés7
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4.1 Symboles7
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4.2 Termes abrégés7
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5 Exigences générales7
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5.1 Arrondis7
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5.2 Conformité à la présente partie de l'ISO 218097
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6 Informations à fournir par l'acheteur8
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6.1 Informations générales8
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6.2 Informations complémentaires8
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7 Matériaux9
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7.1 Tube9
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7.2 Ciment9
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7.3 Matériaux cimentaires supplémentaires9
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7.4 Granulat - Fin et gros10
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7.5 Granulat lourd10
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7.6 Granulat léger11
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7.7 Granulat à base de béton recyclé11
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7.8 Eau11
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7.9 Armature en acier11
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7.10 Additions du béton12
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7.11 Béton récupéré12
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8 Confection du béton12
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9 Application du revêtement12
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9.1 Qualification12
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9.2 Application du revêtement de béton15
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9.3 Conditions environnementales15
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9.4 Tube15
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9.5 Armature en acier16
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9.6 Longueur non revêtue de béton en extrémité17
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9.7 Mise en place de l'anode17
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10 Méthodes de cure17
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11 Contrôles et essais18
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11.1 Généralités18
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11.2 Modes opératoires d'essai20
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11.3 Contre-essais22
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11.4 Résultats d'essai23
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12 Réparation des tubes revêtus de béton23
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12.1 Généralités23
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12.2 Zones endommagées23
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12.3 Fissures24
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12.4 Vides24
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12.5 Mise à nu24
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13 Marquage24
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14 Manutention et stockage24
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15 Rapports d'essai et certificat de conformité25
- Annexe A (normative) Absorption d'eau26
- Annexe B (normative) Essai de résistance au cisaillement29
- Bibliographie30
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