NF EN ISO 19901-3

NF EN ISO 19901-3

August 2012
Standard Cancelled

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.

View the extract
Main informations

Collections

National standards and national normative documents

Publication date

August 2012

Number of pages

135 p.

Reference

NF EN ISO 19901-3

ICS Codes

75.180.10   Exploratory, drilling and extraction equipment

Classification index

M87-264-3

Print number

1 - 09/08/2012

International kinship

European kinship

EN ISO 19901-3:2010
Sumary
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.
Standard replaced by (1)
NF EN ISO 19901-3
August 2015
Standard Cancelled
Petroleum and natural gas industries - Specific requirements for Offshore structures - Part 3 : topsides structure

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.

Table of contents
  • Avant-propos
    v
  • Introduction
    vii
  • 1 Domaine d'application
    1
  • 2 Références normatives
    2
  • 3 Termes et définitions
    3
  • 4 Symboles et abréviations
    7
  • 4.1 Symboles
    7
  • 4.2 Abréviations
    8
  • 5 Considérations générales
    9
  • 5.1 Situations conceptuelles
    9
  • 5.2 Codes et normes
    10
  • 5.3 Élévation du point et paquet de mer
    11
  • 5.4 Niveau d'exposition
    11
  • 5.5 Considérations opérationnelles
    11
  • 5.6 Sélection des conditions environnementales conceptuelles
    11
  • 5.7 Évaluation des superstructures existantes
    12
  • 5.8 Réutilisation de superstructures
    12
  • 5.9 Modifications et remise à neuf
    12
  • 6 Exigences relatives à la conception
    12
  • 6.1 Généralités
    12
  • 6.2 Sélection des matériaux
    12
  • 6.3 Conditions conceptuelles
    12
  • 6.4 Interfaces structurales
    13
  • 6.5 Conception relative aux états limites en service (SLS)
    13
  • 6.6 Conception relative aux états limites ultimes (ULS)
    15
  • 6.7 Conception relative aux états limites de fatigue (FLS)
    16
  • 6.8 Conception relative aux états limites accidentels (ALS)
    16
  • 6.9 Solidité
    16
  • 6.10 Contrôle de la corrosion
    17
  • 6.11 Considérations de conception relatives à la fabrication et l'inspection
    17
  • 6.12 Considérations de conception relatives à la gestion de l'intégrité structurelle
    18
  • 6.13 Considérations de conception relatives au déclassement, au démontage et à l'élimination
    18
  • 7 Actions
    19
  • 7.1 Généralités
    19
  • 7.2 Actions sur site
    19
  • 7.3 Facteurs d'action
    21
  • 7.4 Vibrations induites par vortex
    22
  • 7.5 Déformations
    23
  • 7.6 Actions des vagues et des courants
    23
  • 7.7 Actions du vent
    24
  • 7.8 Actions sismiques
    24
  • 7.9 Actions lors de la fabrication et de l'installation
    25
  • 7.10 Situations accidentelles
    25
  • 7.11 Autres actions
    37
  • 8 Résistances des composants structurels
    38
  • 8.1 Utilisation de normes de construction locales
    38
  • 8.2 Conception d'un élément tubulaire cylindrique
    39
  • 8.3 Conception de sections non cylindriques
    39
  • 8.4 Raccordements
    40
  • 8.5 Pièces coulées
    41
  • 9 Systèmes structuraux
    42
  • 9.1 Conception des superstructures
    42
  • 9.2 Modèles conceptuels de superstructures
    42
  • 9.3 Interface de structure support
    43
  • 9.4 Tours de torchère, cornes de charge, évents et structures similaires
    44
  • 9.5 Installation d'atterrissage d'hélicoptère (héliplates-formes)
    44
  • 9.6 Structure de support de grue
    48
  • 9.7 Conception du derrick
    51
  • 9.8 Ponts
    51
  • 9.9 Appuis de pont
    51
  • 9.10 Montages antivibratoires pour modules et glissières d'équipements principaux
    52
  • 9.11 Hypothèses relatives à l'interface du système
    52
  • 9.12 Systèmes de protection contre les incendies
    52
  • 9.13 Pénétrations
    53
  • 9.14 Zones difficiles à inspecter
    53
  • 9.15 Drainage
    53
  • 9.16 Actions dues aux opérations de forage
    53
  • 9.17 Réduction de la résistance due à la chaleur
    53
  • 9.18 Passerelles, zones de dépose et maintenance des équipements
    54
  • 9.19 Zones de rassemblement et postes de canots de sauvetage
    54
  • 10 Matériaux
    54
  • 10.1 Généralités
    54
  • 10.2 Acier au carbone
    55
  • 10.3 Acier inoxydable
    58
  • 10.4 Alliages d'aluminium
    58
  • 10.5 Composites renforcés de fibres
    60
  • 10.6 Bois
    60
  • 11 Fabrication, contrôle de qualité, assurance de qualité et documentation
    60
  • 11.1 Assemblage
    60
  • 11.2 Soudage
    61
  • 11.3 Inspections pendant la fabrication
    61
  • 11.4 Contrôle de qualité, assurance de qualité et documentation
    61
  • 11.5 Protection contre la corrosion
    62
  • 12 Contrôle de la corrosion
    62
  • 12.1 Généralités
    62
  • 12.2 Formes de corrosion, vitesses de corrosion et dommages dus à la corrosion
    62
  • 12.3 Conception du contrôle de corrosion
    63
  • 12.4 Fabrication et installation d'un contrôle de corrosion
    64
  • 12.5 Inspection en service, suivi et entretien du contrôle de corrosion
    64
  • 13 Déchargement, transport et installation
    65
  • 14 Inspection en service et gestion de l'intégrité structurelle
    65
  • 14.1 Généralités
    65
  • 14.2 Considérations particulières s'appliquant aux superstructures
    66
  • 14.3 Portée des inspections par défaut des superstructures
    66
  • 15 Évaluation de superstructures existantes
    68
  • 16 Réutilisation de superstructures
    69
  • Annexe A (informative) Additional information and guidance
    70
  • Annexe B (informative) Example calculation of building code correspondence factor
    115
  • Annexe C (informative) Régional information
    121
  • Bibliographie
    122
ZOOM ON ... the Requirements department
To comply with a standard, you need to quickly understand its issues in order to determine its impact on your activity.

The Requirements department helps you quickly locate within the normative text:
- mandatory clauses to satisfy,
- non-essential but useful clauses to know, such as permissions and recommendations.

The identification of these types of clauses is based on the document “ISO / IEC Directives, Part 2 - Principles and rules of structure and drafting of ISO documents ”as well as on a constantly enriched list of verbal forms.

With Requirements, quickly access the main part of the normative text!

With Requirements, quickly access the main part of the normative text!
Need to identify, monitor and decipher standards?

COBAZ is the simple and effective solution to meet the normative needs related to your activity, in France and abroad.

Available by subscription, CObaz is THE modular solution to compose according to your needs today and tomorrow. Quickly discover CObaz!

Request your free, no-obligation live demo

I discover COBAZ