NF EN ISO 19901-3
Petroleum and natural gas industries - Specific requirements for Offshore structures - Part 3 : topsides structure
ISO 19901-3:2010 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO 19902, ISO 19903, ISO 19904?1, ISO 19905?1 and ISO 19906, which give requirements for various forms of support structure. Requirements in ISO 19901-3:2010 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.The actions on (structural components of) the topsides structure are derived from ISO 19901-3:2010, where necessary in combination with other International Standards in the ISO 19901 series. The resistances of structural components of the topsides structure can be determined by the use of international or national building codes, as specified in ISO 19901-3:2010. If any part of the topsides structure forms a primary structural component of the overall structural system of the whole platform, the requirements of ISO 19901-3:2010 are supplemented with applicable requirements in ISO 19902, ISO 19903, ISO 19904?1, ISO 19905?1 and ISO 19906.ISO 19901-3:2010 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows: topsides of fixed offshore structures; discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units; certain aspects of the topsides of arctic structures.ISO 19901-3:2010 is not applicable to those parts of the superstructure of floating structures that form part of the overall structural system of the floating structure; these parts come under the provisions of ISO 19904?1. ISO 19901-3:2010 only applies to the structure of modules on a floating structure that do not contribute to the overall integrity of the floating structural system.ISO 19901-3:2010 is not applicable to the structure of hulls of mobile offshore units.ISO 19901-3:2010 does not apply to those parts of floating offshore structures and mobile offshore units that are governed by the rules of a recognized certifying authority and which are wholly within the class rules.Some aspects of ISO 19901-3:2010 are also applicable to those parts of the hulls of floating offshore structures and mobile offshore units that contain hydrocarbon processing, piping or storage.ISO 19901-3:2010 contains requirements for, and guidance and information on, the following aspects of topsides structures: design, fabrication, installation and modification; in-service inspection and structural integrity management; assessment of existing topsides structures; reuse; decommissioning, removal and disposal; prevention, control and assessment of fire, explosions and other accidental events.ISO 19901-3:2010 applies to structural components including the following: primary and secondary structure in decks, module support frames and modules; flare structures; crane pedestal and other crane support arrangements; helicopter landing decks (helidecks); permanent bridges between separate offshore structures; masts, towers and booms on offshore structures.
ISO 19901-3:2010 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO 19902, ISO 19903, ISO 19904?1, ISO 19905?1 and ISO 19906, which give requirements for various forms of support structure. Requirements in ISO 19901-3:2010 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.
The actions on (structural components of) the topsides structure are derived from ISO 19901-3:2010, where necessary in combination with other International Standards in the ISO 19901 series. The resistances of structural components of the topsides structure can be determined by the use of international or national building codes, as specified in ISO 19901-3:2010. If any part of the topsides structure forms a primary structural component of the overall structural system of the whole platform, the requirements of ISO 19901-3:2010 are supplemented with applicable requirements in ISO 19902, ISO 19903, ISO 19904?1, ISO 19905?1 and ISO 19906.
ISO 19901-3:2010 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows:
- topsides of fixed offshore structures;
- discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units;
- certain aspects of the topsides of arctic structures.
ISO 19901-3:2010 is not applicable to those parts of the superstructure of floating structures that form part of the overall structural system of the floating structure; these parts come under the provisions of ISO 19904?1. ISO 19901-3:2010 only applies to the structure of modules on a floating structure that do not contribute to the overall integrity of the floating structural system.
ISO 19901-3:2010 is not applicable to the structure of hulls of mobile offshore units.
ISO 19901-3:2010 does not apply to those parts of floating offshore structures and mobile offshore units that are governed by the rules of a recognized certifying authority and which are wholly within the class rules.
Some aspects of ISO 19901-3:2010 are also applicable to those parts of the hulls of floating offshore structures and mobile offshore units that contain hydrocarbon processing, piping or storage.
ISO 19901-3:2010 contains requirements for, and guidance and information on, the following aspects of topsides structures:
- design, fabrication, installation and modification;
- in-service inspection and structural integrity management;
- assessment of existing topsides structures;
- reuse;
- decommissioning, removal and disposal;
- prevention, control and assessment of fire, explosions and other accidental events.
ISO 19901-3:2010 applies to structural components including the following:
- primary and secondary structure in decks, module support frames and modules;
- flare structures;
- crane pedestal and other crane support arrangements;
- helicopter landing decks (helidecks);
- permanent bridges between separate offshore structures;
- masts, towers and booms on offshore structures.
ISO 19901-3:2014 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO 19902, ISO 19903, ISO 19904?1, ISO 19905?1 and ISO 19906, which give requirements for various forms of support structure. Requirements in this part of ISO 19901 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure. ISO 19901-3:2014 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows: topsides of fixed offshore structures; discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units; certain aspects of the topsides of arctic structures. ISO 19901-3:2014 contains requirements for, and guidance and information on, the following aspects of topsides structures: design, fabrication, installation and modification; in-service inspection and structural integrity management; assessment of existing topsides structures; reuse; decommissioning, removal and disposal; prevention, control and assessment of fire, explosions and other accidental events. ISO 19901-3:2014 applies to structural components including the following: primary and secondary structure in decks, module support frames and modules; flare structures; crane pedestal and other crane support arrangements; helicopter landing decks (helidecks); permanent bridges between separate offshore structures; masts, towers and booms on offshore structures.
- Avant-proposv
- Introductionvii
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1 Domaine d'application1
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2 Références normatives2
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3 Termes et définitions3
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4 Symboles et abréviations7
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4.1 Symboles7
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4.2 Abréviations8
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5 Considérations générales9
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5.1 Situations conceptuelles9
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5.2 Codes et normes10
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5.3 Élévation du point et paquet de mer11
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5.4 Niveau d'exposition11
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5.5 Considérations opérationnelles11
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5.6 Sélection des conditions environnementales conceptuelles11
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5.7 Évaluation des superstructures existantes12
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5.8 Réutilisation de superstructures12
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5.9 Modifications et remise à neuf12
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6 Exigences relatives à la conception12
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6.1 Généralités12
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6.2 Sélection des matériaux12
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6.3 Conditions conceptuelles12
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6.4 Interfaces structurales13
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6.5 Conception relative aux états limites en service (SLS)13
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6.6 Conception relative aux états limites ultimes (ULS)15
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6.7 Conception relative aux états limites de fatigue (FLS)16
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6.8 Conception relative aux états limites accidentels (ALS)16
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6.9 Solidité16
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6.10 Contrôle de la corrosion17
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6.11 Considérations de conception relatives à la fabrication et l'inspection17
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6.12 Considérations de conception relatives à la gestion de l'intégrité structurelle18
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6.13 Considérations de conception relatives au déclassement, au démontage et à l'élimination18
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7 Actions19
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7.1 Généralités19
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7.2 Actions sur site19
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7.3 Facteurs d'action21
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7.4 Vibrations induites par vortex22
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7.5 Déformations23
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7.6 Actions des vagues et des courants23
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7.7 Actions du vent24
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7.8 Actions sismiques24
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7.9 Actions lors de la fabrication et de l'installation25
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7.10 Situations accidentelles25
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7.11 Autres actions37
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8 Résistances des composants structurels38
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8.1 Utilisation de normes de construction locales38
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8.2 Conception d'un élément tubulaire cylindrique39
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8.3 Conception de sections non cylindriques39
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8.4 Raccordements40
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8.5 Pièces coulées41
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9 Systèmes structuraux42
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9.1 Conception des superstructures42
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9.2 Modèles conceptuels de superstructures42
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9.3 Interface de structure support43
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9.4 Tours de torchère, cornes de charge, évents et structures similaires44
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9.5 Installation d'atterrissage d'hélicoptère (héliplates-formes)44
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9.6 Structure de support de grue48
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9.7 Conception du derrick51
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9.8 Ponts51
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9.9 Appuis de pont51
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9.10 Montages antivibratoires pour modules et glissières d'équipements principaux52
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9.11 Hypothèses relatives à l'interface du système52
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9.12 Systèmes de protection contre les incendies52
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9.13 Pénétrations53
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9.14 Zones difficiles à inspecter53
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9.15 Drainage53
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9.16 Actions dues aux opérations de forage53
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9.17 Réduction de la résistance due à la chaleur53
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9.18 Passerelles, zones de dépose et maintenance des équipements54
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9.19 Zones de rassemblement et postes de canots de sauvetage54
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10 Matériaux54
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10.1 Généralités54
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10.2 Acier au carbone55
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10.3 Acier inoxydable58
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10.4 Alliages d'aluminium58
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10.5 Composites renforcés de fibres60
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10.6 Bois60
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11 Fabrication, contrôle de qualité, assurance de qualité et documentation60
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11.1 Assemblage60
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11.2 Soudage61
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11.3 Inspections pendant la fabrication61
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11.4 Contrôle de qualité, assurance de qualité et documentation61
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11.5 Protection contre la corrosion62
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12 Contrôle de la corrosion62
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12.1 Généralités62
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12.2 Formes de corrosion, vitesses de corrosion et dommages dus à la corrosion62
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12.3 Conception du contrôle de corrosion63
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12.4 Fabrication et installation d'un contrôle de corrosion64
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12.5 Inspection en service, suivi et entretien du contrôle de corrosion64
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13 Déchargement, transport et installation65
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14 Inspection en service et gestion de l'intégrité structurelle65
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14.1 Généralités65
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14.2 Considérations particulières s'appliquant aux superstructures66
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14.3 Portée des inspections par défaut des superstructures66
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15 Évaluation de superstructures existantes68
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16 Réutilisation de superstructures69
- Annexe A (informative) Additional information and guidance70
- Annexe B (informative) Example calculation of building code correspondence factor115
- Annexe C (informative) Régional information121
- Bibliographie122
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