ISO 24204
(Main)Oil and gas industries including lower carbon energy — Bulk material for offshore projects — Design for architectural supports
Oil and gas industries including lower carbon energy — Bulk material for offshore projects — Design for architectural supports
This document specifies the design requirements for architectural supports, in terms of their shape and dimensions, material, strength, etc. This document covers architectural supports of topside and living-quarter regions for fixed or floating offshore oil and gas platforms including lower carbon energy.
Industries du pétrole et du gaz, y compris les énergies à faible teneur en carbone — Matériels de base pour les projets en mer — Conception pour les supports architecturaux
Le présent document spécifie les exigences de conception pour les supports architecturaux, en matière de forme et de dimensions, de matériaux, de résistance, etc. Le présent document couvre les supports architecturaux des zones Top Sides et des quartiers de vie pour les plateformes pétrolières et gazières en mer fixes ou flottantes, y compris les énergies à faible teneur en carbone.
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FINAL DRAFT
International
Standard
ISO/FDIS 24204
ISO/TC 67
Oil and gas industries including
Secretariat: NEN
lower carbon energy — Bulk
Voting begins on:
material for offshore projects —
2024-11-27
Design for architectural supports
Voting terminates on:
2025-01-22
Industries du pétrole et du gaz, y compris les énergies à faible
teneur en carbone — Matériels de base pour les projets en mer —
Conception pour les supports architecturaux
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TO BECOME STAN DARDS TO WHICH REFERENCE MAY BE
MADE IN NATIONAL REGULATIONS.
Reference number
ISO/FDIS 24204:2024(en) © ISO 2024
FINAL DRAFT
ISO/FDIS 24204:2024(en)
International
Standard
ISO/FDIS 24204
ISO/TC 67
Oil and gas industries including
Secretariat: NEN
lower carbon energy — Bulk
Voting begins on:
material for offshore projects —
Design for architectural supports
Voting terminates on:
Industries du pétrole et du gaz, y compris les énergies à faible
teneur en carbone — Matériels de base pour les projets en mer —
Conception pour les supports architecturaux
RECIPIENTS OF THIS DRAFT ARE INVITED TO SUBMIT,
WITH THEIR COMMENTS, NOTIFICATION OF ANY
RELEVANT PATENT RIGHTS OF WHICH THEY ARE AWARE
AND TO PROVIDE SUPPOR TING DOCUMENTATION.
© ISO 2024
IN ADDITION TO THEIR EVALUATION AS
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
BEING ACCEPTABLE FOR INDUSTRIAL, TECHNO
LOGICAL, COMMERCIAL AND USER PURPOSES, DRAFT
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on
INTERNATIONAL STANDARDS MAY ON OCCASION HAVE
the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below
TO BE CONSIDERED IN THE LIGHT OF THEIR POTENTIAL
or ISO’s member body in the country of the requester.
TO BECOME STAN DARDS TO WHICH REFERENCE MAY BE
MADE IN NATIONAL REGULATIONS.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: +41 22 749 01 11
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland Reference number
ISO/FDIS 24204:2024(en) © ISO 2024
ii
ISO/FDIS 24204:2024(en)
Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Architectural support specification . 2
4.1 General .2
4.2 Lining panel support specification .2
4.2.1 Key parameters .2
4.2.2 Shape and dimensional specifications .3
4.2.3 Connection detail specification .4
4.2.4 Material specification .5
4.2.5 Maximum support length .5
4.2.6 Specification of maximum pitch for lining support . .5
4.2.7 Application of double pads .6
4.3 Partition panel support specification .6
4.3.1 Key parameters .6
4.3.2 Shape and dimensional specifications .7
4.3.3 Connection detail specification .7
4.3.4 Material specification .7
4.3.5 Maximum support height .8
4.3.6 Specification of maximum pitch for partition panel support .8
4.3.7 Application of double pads .9
4.4 Coaming plate specification . .9
4.4.1 Key parameters .9
4.4.2 Shape and dimensional specifications .10
4.4.3 Connection detail specification .10
4.4.4 Material specification .10
4.5 Technical liner support specification .11
4.5.1 Key parameters .11
4.5.2 Types of technical liner support .11
4.5.3 Shape and dimensional specifications . 13
4.5.4 Connection detail specification . 13
4.5.5 Material specification .14
4.5.6 Application of double pads .14
4.6 Equipment supports on wall panel .14
4.6.1 General .14
4.6.2 Wall-mounted equipment support . 15
4.6.3 Deck-mounted equipment support .18
4.6.4 Material specification .19
4.6.5 Connection detail specification .19
4.6.6 Application of double pads .19
Annex A (informative) Quality control plan (QCP) .21
iii
ISO/FDIS 24204:2024(en)
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out through
ISO technical committees. Each member body interested in a subject for which a technical committee
has been established has the right to be represented on that committee. International organizations,
governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely
with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are described
in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the different types
of ISO document should be noted. This document was drafted in accordance with the editorial rules of the
ISO/IEC Directives, Part 2 (see www.iso.org/directives).
ISO draws attention to the possibility that the implementation of this document may involve the use of (a)
patent(s). ISO takes no position concerning the evidence, validity or applicability of any claimed patent
rights in respect thereof. As of the date of publication of this document, ISO had not received notice of (a)
patent(s) which may be required to implement this document. However, implementers are cautioned that
this may not represent the latest information, which may be obtained from the patent database available at
www.iso.org/patents. ISO shall not be held responsible for identifying any or all such patent rights.
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation of the voluntary nature of standards, the meaning of ISO specific terms and expressions
related to conformity assessment, as well as information about ISO's adherence to the World Trade
Organization (WTO) principles in the Technical Barriers to Trade (TBT), see www.iso.org/iso/foreword.html.
This document was prepared by Technical Committee ISO/TC 67, Oil and gas industries including lower
carbon energy.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www.iso.org/members.html.
iv
ISO/FDIS 24204:2024(en)
Introduction
Based on an assessment of past offshore projects, this document aims to provide a set of unified design
specifications for architectural supports for offshore projects, responding to the current lack of recognized
specifications for such supports in terms of shapes, sizes, dimensions, material and application area.
Company-specific standards from owners, engineering companies and shipbuilders have been prevailing for
such specifications There are big variations in specifications from project to project, because of the lack of
international recognized specifications within this area.
Thus, individual architectural supports have often failed to be compatible across different projects. With this
document, one unified approach can be applied for their design, material selection, shape and application,
etc. This can significantly reduce the delivery time and improve the engineering and fabrication efficiency.
Another expected benefit is improvement on the design and application of architectural support types
related to design life, maintainability and integrity.
v
FINAL DRAFT International Standard ISO/FDIS 24204:2024(en)
Oil and gas industries including lower carbon energy — Bulk
material for offshore projects — Design for architectural
supports
1 Scope
This document s
...
ISO/FDIS 24204:2024(E)
ISO/TC 67/WG 13
Secretariat: NEN
Date: 2024-10-1011-12
Oil and gas industries including lower carbon energy — Bulk
material for offshore projects — Design for architectural supports
Industries du pétrole et du gaz, y compris les énergies à faible teneur en carbone — Matériels de base pour les
projets en mer — Conception pour les supports architecturaux
FDIS stage
Warning for WDs and CDs
This document is not an ISO International Standard. It is distributed for review and comment. It is subject to change
without notice and may not be referred to as an International Standard.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which
they are aware and to provide supporting documentation.
ISO/FDIS 24204:2024 (E(en)
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication
may be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying,
or posting on the internet or an intranet, without prior written permission. Permission can be requested from either ISO
at the address below or ISO’s member body in the country of the requester.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: + 41 22 749 01 11
EmailE-mail: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii
ISO/FDIS 24204:2024(Een)
Contents
Foreword . iv
Introduction . v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Architectural support specification . 2
4.1 General . 2
4.2 Lining panel support specification . 3
4.3 Partition panel support specification . 9
4.4 Coaming plate specification . 13
4.5 Technical liner support specification . 14
4.6 Equipment supports on wall panel . 22
Annex A (informative) Quality control plan (QCP) . 30
iii
ISO/FDIS 24204:2024 (E(en)
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out through
ISO technical committees. Each member body interested in a subject for which a technical committee has been
established has the right to be represented on that committee. International organizations, governmental and
non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the
International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are described
in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the different types of
ISO document should be noted. This document was drafted in accordance with the editorial rules of the
ISO/IEC Directives, Part 2 (see www.iso.org/directives).
ISO draws attention to the possibility that the implementation of this document may involve the use of (a)
patent(s). ISO takes no position concerning the evidence, validity or applicability of any claimed patent rights
in respect thereof. As of the date of publication of this document, ISO had not received notice of (a) patent(s)
which may be required to implement this document. However, implementers are cautioned that this may not
represent the latest information, which may be obtained from the patent database available at
www.iso.org/patents. ISO shall not be held responsible for identifying any or all such patent rights.
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation of the voluntary nature of standards, the meaning of ISO specific terms and expressions
related to conformity assessment, as well as information about ISO's adherence to the World Trade
Organization (WTO) principles in the Technical Barriers to Trade (TBT), see www.iso.org/iso/foreword.html.
This document was prepared by Technical Committee ISO/TC 67, Oil and gas industries including lower carbon
energy.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www.iso.org/members.html.
iv
ISO/FDIS 24204:2024(Een)
Introduction
Based on an assessment of past offshore projects, this document aims to provide a set of unified design
specifications for architectural supports for offshore projects, responding to the current lack of recognized
specifications for such supports in terms of shapes, sizes, dimensions, material and application area.
Company-specific standards from owners, engineering companies and shipbuilders have been prevailing for
such specifications There are big variations in specifications from project to project, because of the lack of
international recognized specifications within this area.
Thus, individual architectural supports have often failed to be compatible across different projects. With this
document, one unified approach can be applied for their design, material selection, shape and application, etc.
This can significantly reduce the delivery time and improve the engineering and fabrication efficiency. Another
expected benefit is improvement on the design and application of architectural support types related to design
life, maintainability and integrity.
v
Oil and gas industries including lower carbon energy — Bulk material
for offshore projects — Design for architectural supports
1 Scope
This document specifies the design requirements for architectural supports, in terms of their shape and
dimensions, material, strength, etc. This document covers architectural supports of topside and living-quarter
regions for fixed or floating offshore oil and gas platforms including lower carbon energy.
2 Normative references
There are no normative references in this document.
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— — ISO Online browsing platform: available at https://www.iso.org/obp
— — IEC Electropedia: available at https://www.electropedia.org/
3.1 3.1
architectural support
a member, attached to adjacent structural members, used to maintain the position of architectural
components, but not subject to take significant loads from the architectural components.
EXAMPLE Lining panel (3.6(3.6),), partition panel (3.7(3.7). ).
3.2 3.2
architectural welding
welding used to fix the architectural support (3.1(3.1)) of equal angle or flat bar to the structural member
3.3 3.3
ceiling panel
overhead interior surface that covers the upper limits of a room, connected with the wall system by being
either suspended or self-supported
3.4 3.4
coaming plate
steel flat bar or vertical surface which is provided to prevent ingress of water
3.5 3.5
equipment support
architectural member to support equipment installed on the wall panel (3.12(3.12))
3.6 3.6
lining panel
non-load-bearing proprietary sandwich panel system of 25 mm in thickness, consisting of mineral or rock
wool core and single- or double-sided steel sheeting finish used as a part of the wall panel (3.12(3.12)) system
ISO/FDIS 24204:2024 (E(en)
3.7 3.7
partition panel
non-load-bearing proprietary sandwich panel system of 50 mm or 100 mm in thickness, consisting of mineral
or rock wool core and double-sided steel sheeting finish used as a part of the wall panel (3.12(3.12)) system
3.8 3.8
quality control plan
QCP
written set of procedures and activities aimed at delivering products that meet quality objectives for a project
as stated in contract documents and other procedures, manuals and guidance
3.9 3.9
tack welding
welding used to fix the architectural support (3.1(3.1)) of the channel to the structural member and weld
applied to connect the top and bottom profile of the channel to the architectural support or itself
3.10 3.10
technical liner
thin metal panel fixed to support profiles which are usually provided to protect insulation from mechanical
damage
3.11 3.11
vibration absorber
material or device used to reduce a transmission of vibration on the wall panel (3.12(3.12))
Note 1 to entry: The vibration absorber between the architectural support (3.1(3.1)) and the wall panel can be installed
in accordance with the project specification.
3.12 3.12
wall panel
single piece of material, usually flat and cut into a rectangular shape that serves as the visible and exposed
covering for a wall
Note 1 to entry: Wall panels are functional as well as decorative, providing insulation and sound proofing, uniformity of
appearance, along with some measure of durability or ease of replaceability. According to the installation location and
the existing steel wall, it is composed of lining wall panel and partition wall panel.
4 Architectural support specification
4.1 General
This clause specifies the standard design for architectural supports as the following types:
a) a) lining panel support;
b) b) partition panel support;
c) c) coaming plate;
d) d) technical liner support;
e) e) equipment supports on wall panel.
ISO/FDIS 24204:2024(Een)
4.2 Lining panel support specification
4.2.1 Key parameters
The key parameters of the lining panel support are:
a) a) shape;
b) b) dimension;
c) c) connection;
d) d) material;
e) e) maximum lining length for single support;
f) f) maximum pitch for lining panel support;
g) g) application of double pads.
4.2.2 Shape and dimensional specifications
4.2.21.1.1 Shape and dimensional specifications
The lining panel support should be, as a minimum, 25 mm × 25 mm × 3 mm (thickness) equal angle or 25 mm
× 40 mm × 25 mm ×1,6 mm (thickness) channel or equivalent, as shown in Figure 1Figure 1,, with
architectural welding. For installing the vibration absorber with a slot hole on the angle as shown in
Figure 2Figure 2,, 40 mm × 40 mm × 5 mm (thickness) equal angle can be used. The vibration absorber may
be installed for reducing the transmission of vibration in accordance with project specification.
ISO/FDIS 24204:2024 (E(en)
Dimensions in millimetres
Key
ISO/FDIS 24204:2024(Een)
1 25 mm × 25 mm × 3 mm (thickness) equal angle
2 25 mm × 40 mm × 25 mm ×1,6 mm (thickness) channel
L support length
Figure 1 — Maximum length for lining panel support
Dimensions in millimetres
Key
1 40 mm × 40 mm × 5 mm (thickness) equal angle
2 slot holes
L support length
Figure 2 — Slot hole detail for vibration absorber
A slot hole is provided at the bottom side of the angle to install vibration absorber. Considering the flexibility
of installation, slot holes are provided at both sides of the angle.
4.2.3 Connection detail specification
The architectural welding detail for equal angle of the lining panel support to the structural member is shown
in Figure 3Figure 3 and Figure 4Figure 4. The length of the weld leg for architectural welding shall be
minimum 2 mm. When a channel is installed, tack welding shall be applied considering the web thickness of
the channel.
ISO/FDIS 24204:2024 (E(en)
Key
1 lining panel support of equal angle
a
Fillet welding with minimum 2 mm leg length and minimum 10 mm weld length.
a
Fillet welding with minimum 2 mm leg length and minimum 10 mm weld length.
Figure 3 — Fillet weld detail to plate of structural member
ISO/FDIS 24204:2024(Een)
Key
1 lining panel support of equal angle
2 steel bulkhead
3 stiffener or girder on steel bulkhead
a
Fillet welding with minimum 2 mm leg length and minimum 10 mm weld length.
Figure 4 — Lap weld detail for architectural support
4.2.4 Material specification
Architectural support material shall conform to typically available construction steel specifications for shapes
or plates. Carbon steel is generally recommended. Welding procedures that address the selection of electrodes
compatible with the selected support steel specification shall be approved by the client. See Annex AAnnex A.
4.2.5 Maximum support length
For the single cantilever support type, the maximum support length should be 800 mm as shown in
Figure 1Fig
...
PROJET FINAL
Norme
internationale
ISO/FDIS 24204
ISO/TC 67
Industries du pétrole et du gaz,
Secrétariat: NEN
y compris les énergies à faible
Début de vote:
teneur en carbone — Matériels
2024-11-27
de base pour les projets en mer
Vote clos le:
— Conception pour les supports
2025-01-22
architecturaux
Oil and gas industries including lower carbon energy — Bulk
material for offshore projects — Design for architectural
supports
LES DESTINATAIRES DU PRÉSENT PROJET SONT
INVITÉS À PRÉSENTER, AVEC LEURS OBSERVATIONS,
NOTIFICATION DES DROITS DE PROPRIÉTÉ DONT ILS
AURAIENT ÉVENTUELLEMENT CONNAISSANCE ET À
FOURNIR UNE DOCUMENTATION EXPLICATIVE.
OUTRE LE FAIT D’ÊTRE EXAMINÉS POUR
ÉTABLIR S’ILS SONT ACCEPTABLES À DES FINS
INDUSTRIELLES, TECHNOLOGIQUES ET COM-MERCIALES,
AINSI QUE DU POINT DE VUE DES UTILISATEURS, LES
PROJETS DE NORMES
INTERNATIONALES DOIVENT PARFOIS ÊTRE CONSIDÉRÉS
DU POINT DE VUE DE LEUR POSSI BILITÉ DE DEVENIR DES
NORMES POUVANT
SERVIR DE RÉFÉRENCE DANS LA RÉGLEMENTATION
NATIONALE.
Numéro de référence
ISO/FDIS 24204:2024(fr) © ISO 2024
PROJET FINAL
ISO/FDIS 24204:2024(fr)
Norme
internationale
ISO/FDIS 24204
ISO/TC 67
Industries du pétrole et du gaz,
Secrétariat: NEN
y compris les énergies à faible
Début de vote:
teneur en carbone — Matériels
2024-11-27
de base pour les projets en mer
Vote clos le:
— Conception pour les supports
2025-01-22
architecturaux
Oil and gas industries including lower carbon energy — Bulk
material for offshore projects — Design for architectural
supports
LES DESTINATAIRES DU PRÉSENT PROJET SONT
INVITÉS À PRÉSENTER, AVEC LEURS OBSERVATIONS,
NOTIFICATION DES DROITS DE PROPRIÉTÉ DONT ILS
AURAIENT ÉVENTUELLEMENT CONNAISSANCE ET À
FOURNIR UNE DOCUMENTATION EXPLICATIVE.
DOCUMENT PROTÉGÉ PAR COPYRIGHT
OUTRE LE FAIT D’ÊTRE EXAMINÉS POUR
ÉTABLIR S’ILS SONT ACCEPTABLES À DES FINS
© ISO 2024 INDUSTRIELLES, TECHNOLOGIQUES ET COM-MERCIALES,
AINSI QUE DU POINT DE VUE DES UTILISATEURS, LES
Tous droits réservés. Sauf prescription différente ou nécessité dans le contexte de sa mise en œuvre, aucune partie de cette
PROJETS DE NORMES
INTERNATIONALES DOIVENT PARFOIS ÊTRE CONSIDÉRÉS
publication ne peut être reproduite ni utilisée sous quelque forme que ce soit et par aucun procédé, électronique ou mécanique,
DU POINT DE VUE DE LEUR POSSI BILITÉ DE DEVENIR DES
y compris la photocopie, ou la diffusion sur l’internet ou sur un intranet, sans autorisation écrite préalable. Une autorisation peut
NORMES POUVANT
être demandée à l’ISO à l’adresse ci-après ou au comité membre de l’ISO dans le pays du demandeur.
SERVIR DE RÉFÉRENCE DANS LA RÉGLEMENTATION
NATIONALE.
ISO copyright office
Case postale 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Genève
Tél.: +41 22 749 01 11
E-mail: copyright@iso.org
Web: www.iso.org
Publié en Suisse Numéro de référence
ISO/FDIS 24204:2024(fr) © ISO 2024
ii
ISO/FDIS 24204:2024(fr)
Sommaire Page
Avant-propos .iv
Introduction .v
1 Domaine d'application . 1
2 Références normatives . 1
3 Termes et définitions . 1
4 Spécification d'un support architectural . 2
4.1 Généralités .2
4.2 Spécification d'un support de panneau de revêtement .3
4.2.1 Paramètres clés .3
4.2.2 Spécifications de forme et de dimensions .3
4.2.3 Spécification particulière de raccordement . .5
4.2.4 Spécification du matériau .6
4.2.5 Longueur maximale du support .6
4.2.6 Spécification d'un espacement maximal pour un support de revêtement .6
4.2.7 Application de doubles bossages . .7
4.3 Spécification d'un support de panneau de séparation .7
4.3.1 Paramètres clés .7
4.3.2 Spécifications de forme et de dimensions .7
4.3.3 Spécification particulière de raccordement . .7
4.3.4 Spécification du matériau .8
4.3.5 Hauteur de support maximale .8
4.3.6 Spécification d'un espacement maximal pour un support de panneau de
séparation .9
4.3.7 Application de doubles bossages . .10
4.4 Spécification d'une plaque d'hiloire.10
4.4.1 Paramètres clés .10
4.4.2 Spécifications de forme et de dimensions .11
4.4.3 Spécification particulière de raccordement . .11
4.4.4 Spécification du matériau . 12
4.5 Spécification d'un support de revêtement technique . 12
4.5.1 Paramètres clés . 12
4.5.2 Types de supports de revêtement technique . 12
4.5.3 Spécifications de forme et de dimensions . 15
4.5.4 Spécification particulière de raccordement . . 15
4.5.5 Spécification du matériau .16
4.5.6 Application de doubles bossages . .16
4.6 Supports d'équipement sur panneau mural .16
4.6.1 Généralités .16
4.6.2 Support d'équipement monté sur mur .17
4.6.3 Support d'équipement monté sur pont . 20
4.6.4 Spécification du matériau .21
4.6.5 Spécification particulière de raccordement . .21
4.6.6 Application de doubles bossages . .21
Annexe A (informative) Plan de contrôle de la qualité (QCP) .23
iii
ISO/FDIS 24204:2024(fr)
Avant-propos
L'ISO (Organisation internationale de normalisation) est une fédération mondiale d'organismes nationaux
de normalisation (comités membres de l'ISO). L'élaboration des Normes internationales est en général
confiée aux comités techniques de l'ISO. Chaque comité membre intéressé par une étude a le droit de faire
partie du comité technique créé à cet effet. Les organisations internationales, gouvernementales et non
gouvernementales, en liaison avec l'ISO participent également aux travaux. L'ISO collabore étroitement avec
la Commission électrotechnique internationale (IEC) en ce qui concerne la normalisation électrotechnique.
Les procédures utilisées pour élaborer le présent document et celles destinées à sa mise à jour sont
décrites dans les Directives ISO/IEC, Partie 1. Il convient, en particulier, de prendre note des différents
critères d'approbation requis pour les différents types de documents ISO. Le présent document
a été rédigé conformément aux règles de rédaction données dans les Directives ISO/IEC, Partie 2
(voir www.iso.org/directives).
L'ISO attire l'attention sur le fait que la mise en application du présent document peut entraîner l'utilisation
d'un ou de plusieurs brevets. L'ISO ne prend pas position quant à la preuve, à la validité et à l'applicabilité de
tout droit de propriété revendiqué à cet égard. À la date de publication du présent document, l'ISO n'avait pas
reçu notification qu'un ou plusieurs brevets pouvaient être nécessaires à sa mise en application. Toutefois,
il y a lieu d'avertir les responsables de la mise en application du présent document que des informations
plus récentes sont susceptibles de figurer dans la base de données de brevets, disponible à l'adresse
www.iso.org/brevets. L'ISO ne saurait être tenue pour responsable de ne pas avoir identifié tout ou partie de
tels droits de brevet.
Les appellations commerciales éventuellement mentionnées dans le présent document sont données pour
information, par souci de commodité, à l'intention des utilisateurs et ne sauraient constituer un engagement.
Pour une explication de la nature volontaire des normes, la signification des termes et expressions
spécifiques de l'ISO liés à l'évaluation de la conformité, ou pour toute information au sujet de l'adhésion de
l'ISO aux principes de l'Organisation mondiale du commerce (OMC) concernant les obstacles techniques au
commerce (OTC), voir www.iso.org/avant-propos.
Le présent document a été élaboré par le comité technique ISO/TC 67, Industries du pétrole et du gaz, y
compris les énergies à faible teneur en carbone.
Il convient que l'utilisateur adresse tout retour d'information ou toute question concernant le présent
document à l'organisme national de normalisation de son pays. Une liste exhaustive desdits organismes se
trouve à l'adresse www.iso.org/fr/members.html.
iv
ISO/FDIS 24204:2024(fr)
Introduction
Le présent document, qui se base sur l'évaluation des projets en mer antérieurs, a pour objectif de fournir un
ensemble de spécifications de conception unifiées pour les supports architecturaux dans le cadre des projets
en mer, et de répondre au manque actuel de spécifications reconnues pour lesdits supports en termes de
formes, tailles, dimensions, matériaux et domaines d'application.
Les normes spécifiques de chaque société propriétaire, société d'ingénierie et constructeur naval ont par
conséquent prévalu pour de telles spécifications. Les spécifications varient considérablement d'un projet à
l'autre en raison d'un manque de spécifications internationales reconnues dans ce domaine.
Par conséquent, les différents supports architecturaux n'ont souvent pas été compatibles entre les projets.
Avec le présent document, une approche unifiée peut être appliquée pour leur conception, sélection des
matériaux, forme et application, etc. C
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