EN ISO 19901-3:2014
(Main)Petroleum and natural gas industries - Specific requirements for offshore structures - Part 3: Topsides structure (ISO 19901-3:2014)
Petroleum and natural gas industries - Specific requirements for offshore structures - Part 3: Topsides structure (ISO 19901-3:2014)
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.
Erdöl- und Erdgasindustrie - Spezielle Anforderungen an Offshore-Anlagen - Teil 3: Topsides structure (ISO 19901-3:2014)
Industries du pétrole et du gaz naturel - Exigences spécifiques relatives aux structures en mer - Partie 3: Superstructures (ISO 19901-3:2014)
L'ISO 19901-3:2014 spécifie les exigences relatives à la conception, la fabrication, l'installation, la modification et la gestion de l'intégrité structurale des superstructures d'une plate‑forme de production de pétrole et de gaz. Elle vient en complément des ISO 19902, ISO 19903, ISO 19904‑1, ISO 19905‑1 et ISO 19906, qui donnent des exigences pour diverses formes de structures supports. Les exigences spécifiées dans la présente partie de l'ISO 19901 relatives aux modifications et à la maintenance concernent uniquement les aspects qui touchent directement à l'intégrité structurale des superstructures.
L'ISO 19901-3:2014 est applicable aux superstructures des structures en mer pour les industries du pétrole et du gaz naturel, comme suit :
? les superstructures des structures en mer fixes ;
? les unités structurales individuelles placées sur les structures de coque de structures en mer flottantes et d'unités mobiles en mer ;
? certains aspects des superstructures des structures arctiques.
L'ISO 19901-3:2014 contient des exigences, des lignes directrices et des informations sur les aspects suivants des superstructures :
? la conception, la fabrication, l'installation et la modification ;
? l'inspection et la gestion de l'intégrité structurale en service ;
? l'évaluation des superstructures existantes ;
? la réutilisation ;
? le démantèlement, le démontage et l'élimination ;
? la prévention, le contrôle et l'évaluation des incendies, des explosions et autres événements accidentels.
L'ISO 19901-3:2014 s'applique aux éléments de structure, notamment les suivants :
? les structures primaire et secondaire des ponts, des châssis de support de module et des modules ;
? les structures de torche ;
? les socles de grue et autres dispositifs de support de grue ;
? les plates-formes d'appontage d'hélicoptère (héliponts) ;
? les passerelles permanentes entre des structures en mer séparées ;
? les mâts, les tours et les flèches des structures en mer.
Industrija za predelavo nafte in zemeljskega plina - Posebne zahteve za naftne ploščadi - 3. del: Strukture na palubi (ISO 19901-3:2014)
Ta del standarda ISO 19901 določa zahteve za načrtovanje, proizvodnjo, namestitev, spremembo in upravljanje konstrukcijske stabilnosti za strukture na palubi za ploščadi za nafto in zemeljski plin. Dopolnjuje standarde ISO 19902, ISO 19903, ISO 19904-1, ISO 19905-1 in ISO 19906, ki določajo zahteve za različne oblike podpornih konstrukcij. Zahteve v tem delu standarda ISO 19901 glede sprememb in vzdrževanja se nanašajo le na tiste vidike, ki neposredno zadevajo konstrukcijsko stabilnost struktur na palubi.
Dejavnosti na strukturah na palubi (oziroma njihovih strukturnih komponentah) so izpeljane iz tega dela
standarda ISO 19901, po potrebi skupaj z drugimi mednarodnimi standardi ISO 19901. Odpornost strukturnih komponent struktur na palubi se lahko določi na podlagi mednarodnih ali nacionalnih gradbenih predpisov, kot je določeno v tem delu standarda ISO 19901. Če je kateri koli del struktur na palubi del primarne strukture splošnega konstrukcijskega sistema celotne ploščadi, se zahteve iz tega dela standarda ISO 19901 dopolnijo z veljavnimi zahtevami iz standardov ISO 19902,
ISO 19903, ISO 19904-1, ISO 19905-1 in ISO 19906.
Ta del standarda ISO 19901 se uporablja za strukture na palubi naftnih ploščadi za industrijo za predelavo nafte in zemeljskega plina, in sicer za:
– strukture na palubi naftnih ploščadi;
– ločene strukturne enote na trupu plavajočih struktur in premičnih
enot;
– nekatere vidike struktur na palubi arktičnih ploščadi.
Ta del standarda ISO 19901 se ne uporablja za tiste dele nadgradnje plavajočih struktur,
ki so del splošnega konstrukcijskega sistema plavajoče strukture; ti deli spadajo na področje uporabe
določb standarda ISO 19904-1. Ta del standarda ISO 19901 se uporablja le za strukturo modulov na plavajoči strukturi, ki ne prispevajo k splošni stabilnosti plavajočega strukturnega sistema.
Ta del standarda ISO 19901 se ne uporablja za strukture na trupih premičnih enot.
Ta del standarda ISO 19901 se ne uporablja za tiste dele plavajočih struktur in premičnih enot, za katera veljajo pravila priznanega organa za potrjevanje in za katera v celoti veljajo pravila znotraj razreda.
Nekateri vidiki tega dela standarda ISO 19901 veljajo tudi za tiste dele trupov plavajočih struktur in premičnih enot, ki vključujejo predelavo ogljikovodika, cevi in shranjevanje. Ta del standarda ISO 19901 vsebuje zahteve, navodila in informacije v zvezi z naslednjimi vidiki struktur na palubi:
– projektiranje, izdelava, namestitev in spreminjanje;
– inšpekcijski pregledi med obratovanjem in upravljanje konstrukcijske stabilnosti;
– ocena obstoječih struktur na palubi;
– ponovna uporaba;
– prenehanje uporabe, odstranitev in odlaganje;
– preprečevanje, nadzor in ocena dogodkov požara, eksplozij in drugih nesreč.
Ta del standarda ISO 19901 velja za strukturne komponente, vključno z naslednjim:
– primarne in sekundarne strukture na krovih, podporni okviri modulov in moduli;
– bakle;
– podnožje žerjava in drugi podporni elementi žerjava;
– pristajališča za helikopter;
– stalni mostovi med ločenimi naftnimi ploščadmi;
– stebri, stolpi in drogovi naftnih ploščadi.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-marec-2015
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SIST EN ISO 19901-3:2012
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Petroleum and natural gas industries - Specific requirements for offshore structures -
Part 3: Topsides structure (ISO 19901-3:2014)
Erdöl- und Erdgasindustrie - Spezielle Anforderungen an Offshore-Anlagen - Teil 3:
Topsides structure (ISO 19901-3:2014)
Industries du pétrole et du gaz naturel - Exigences spécifiques aux structures en mer -
Partie 3: Superstructures (ISO 19901-3:2014)
Ta slovenski standard je istoveten z: EN ISO 19901-3:2014
ICS:
75.180.10 Oprema za raziskovanje in Exploratory and extraction
odkopavanje equipment
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN ISO 19901-3
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2014
ICS 75.180.10 Supersedes EN ISO 19901-3:2010
English Version
Petroleum and natural gas industries - Specific requirements for
offshore structures - Part 3: Topsides structure (ISO 19901-
3:2014)
Industries du pétrole et du gaz naturel - Exigences Erdöl- und Erdgasindustrie - Spezielle Anforderungen an
spécifiques relatives aux structures en mer - Partie 3: Offshore-Anlagen - Teil 3: Topsides structure (ISO 19901-
Superstructures (ISO 19901-3:2014) 3:2014)
This European Standard was approved by CEN on 4 December 2014.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation
under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same
status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2014 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 19901-3:2014 E
worldwide for CEN national Members.
Contents Page
Foreword .3
Foreword
This document (EN ISO 19901-3:2014) has been prepared by Technical Committee ISO/TC 67 "Materials,
equipment and offshore structures for petroleum, petrochemical and natural gas industries" in collaboration
with Technical Committee CEN/TC 12 “Materials, equipment and offshore structures for petroleum,
petrochemical and natural gas industries” the secretariat of which is held by AFNOR.
This European Standard shall be given the status of a national standard, either by publication of an identical
text or by endorsement, at the latest by June 2015, and conflicting national standards shall be withdrawn at
the latest by June 2015.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN ISO 19901-3:2010.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech
Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
Endorsement notice
The text of ISO 19901-3:2014 has been approved by CEN as EN ISO 19901-3:2014 without any modification.
INTERNATIONAL ISO
STANDARD 19901-3
Second edition
2014-12-15
Petroleum and natural gas
industries — Specific requirements
for offshore structures —
Part 3:
Topsides structure
Industries du pétrole et du gaz naturel — Exigences spécifiques
relatives aux structures en mer —
Partie 3: Superstructures
Reference number
ISO 19901-3:2014(E)
©
ISO 2014
ISO 19901-3:2014(E)
© ISO 2014
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
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ii © ISO 2014 – All rights reserved
ISO 19901-3:2014(E)
Contents Page
Foreword .v
Introduction .vii
1 Scope . 1
2 Normative references . 2
3 Terms and definitions . 2
4 Symbols and abbreviated terms . 6
4.1 Symbols . 6
4.2 Abbreviated terms . 8
5 Overall considerations . 9
5.1 Design situations . 9
5.2 Codes and standards . 9
5.3 Deck elevation and green water .10
5.4 Exposure level .10
5.5 Operational considerations .10
5.6 Selecting the design environmental conditions .11
5.7 Assessment of existing topsides structures .11
5.8 Reuse of topsides structure.11
5.9 Modifications and refurbishment .11
6 Design requirements .11
6.1 General .11
6.2 Materials selection .11
6.3 Design conditions .11
6.4 Structural interfaces .12
6.5 Design for serviceability limit states (SLS) .12
6.6 Design for ultimate limit states (ULS) .14
6.7 Design for fatigue limit states (FLS) .15
6.8 Design for accidental limit states (ALS) .15
6.9 Robustness .15
6.10 Corrosion control .16
6.11 Design for fabrication and inspection .16
6.12 Design considerations for structural integrity management .17
6.13 Design for decommissioning, removal and disposal .17
7 Actions .17
7.1 General .17
7.2 In-place actions.18
7.3 Action factors.20
7.4 Vortex-induced vibrations .21
7.5 Deformations .21
7.6 Wave and current actions .22
7.7 Wind actions .22
7.8 Seismic actions .22
7.9 Actions during fabrication and installation .24
7.10 Accidental situations .24
7.11 Other actions.
...
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