1、Februar 2007DEUTSCHE NORM Normenausschuss Erdl- und Erdgasgewinnung (NG) im DINPreisgruppe 35DIN Deutsches Institut fr Normung e.V. Jede Art der Vervielfltigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut fr Normung e.V., Berlin, gestattet.ICS 75.180.10!,va“9832562www.din.deDD
2、IN EN ISO 19904-1Erdl- und Erdgasindustrie Schwimmende Offshore-Anlagen Teil 1: Produktions- und Lagerungsanlagen auer Tension-Leg-Anlagen(ISO 19904-1:2006);Englische Fassung EN ISO 19904-1:2006Petroleum and natural gas industries Floating offshore structures Part 1: Monohulls, semi-submersibles and
3、 spars (ISO19904-1:2006);English version EN ISO 19904-1:2006Industries du ptrole et du gaz naturel Structures en mer flottantes Partie 1: Units monocoques, units semi-submersibles et units spars(ISO 19904-1:2006);Version anglaise EN ISO 19904-1:2006Alleinverkauf der Normen durch Beuth Verlag GmbH, 1
4、0772 Berlin www.beuth.deGesamtumfang 187 SeitenB55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 DIN EN ISO 19904-1:2007-02 2 Nationales Vorwort Diese Europische Norm wurde vom Technischen Komitee CEN/TC 12 Materialien, Ausrstungen und Offshore-Bauwerke fr die Erdl-, petrochemisch
5、e und Erdgasindustrie (Sekretariat: Frankreich) erstellt. Es handelt sich dabei um die unvernderte bernahme von ISO/DIS 19904-1:2004, erarbeitet von ISO/TC 67 Materials, equipment and offshore structures for petroleum, petrochemical and natural gas industries, Subkomitee SC 7 Offshore-Konstruktionen
6、 (Sekretariat: England). Fr Deutschland hat hieran der NA 109-00-01 AA Materialien, Ausrstungen und Offshore-Bauwerke fr die Erdl-, petrochemische und Erdgasindustrie im Normenausschuss Erdl- und Erdgasgewinnung (NG) mitgearbeitet. Diese Europische Norm enthlt unter Bercksichtigung des DIN-Prsidialb
7、eschlusses 13/1983 nur die englische Originalfassung der ISO-Norm. B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN ISO 19904-1November 2006ICS 75.180.10English VersionPetroleum and natural gas industries - Floating offshorestruct
8、ures - Part 1: Monohulls, semi-submersibles and spars(ISO 19904-1:2006)Industries du ptrole et du gaz naturel - Structures en merflottantes - Partie 1: Units monocoques, units semi-submersibles et units spars (ISO 19904-1:2006)Erdl- und Erdgasindustrie - Schwimmende Offshore-Anlagen - Teil 1: Produk
9、tions- und Lagerungsanlagenauer Tension-Leg-Anlagen (ISO 19904-1:2006)This European Standard was approved by CEN on 22 September 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national sta
10、ndard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other la
11、nguage made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Ge
12、rmany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGMa
13、nagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN ISO 19904-1:2006: EB55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 2 Contents Page
14、 Foreword5 Introduction .6 1 Scope 7 2 Normative references 8 3 Terms and definitions .8 4 Symbols and abbreviated terms . 15 4.1 Symbols . 15 4.2 Abbreviated terms 16 5 Overall considerations . 18 5.1 Functional requirements 18 5.2 Safety requirements . 18 5.3 Planning requirements. 19 5.4 Rules an
15、d regulations 20 5.5 General requirements. 20 5.6 Independent verification 24 5.7 Analytical tools . 24 5.8 In-service inspection and maintenance .24 5.9 Assessment of existing floating structures. 24 5.10 Reuse of existing floating structures . 25 6 Basic design requirements 25 6.1 General. 25 6.2
16、Exposure levels. 25 6.3 Limit states 28 6.4 Design situations 29 7 Actions and action effects . 31 7.1 General. 31 7.2 Permanent actions (G) 31 7.3 Variable actions (Q) 31 7.4 Accidental actions (A) 31 7.5 Environmental actions (E) 33 7.6 Other actions. 41 7.7 Repetitive actions . 41 7.8 Action comb
17、inations 41 8 Global analysis 42 8.1 General. 42 8.2 Static and mean response analyses. 42 8.3 Global dynamic behaviour. 43 8.4 Frequency domain analysis. 45 8.5 Time domain analysis 45 8.6 Uncoupled analysis 45 8.7 Coupled analysis 46 8.8 Resonant excitation and response . 46 8.9 Platform offset. 4
18、6 8.10 Air gap 46 8.11 Platform motions and accelerations. 46 8.12 Model tests 47 8.13 Design situations for structural analysis . 48 9 Structural considerations 48 9.1 General. 48 9.2 Representative values of actions 49 9.3 Design scantlings . 50 9.4 Modelling . 51 9.5 Structural analysis 53 B55EB1
19、B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 3 9.6 Structural strength 55 9.7 Design checks .55 9.8 Special design issues .60 9.9 Material .61 9.10 Corrosion protection of steel .63 9.11 Fabrication and construction.63 9.12 Marine operations64 9.13 Topsides/
20、hull interface .64 10 Fatigue analysis and design 65 10.1 General .65 10.2 Fatigue damage design safety factors66 10.3 Outline of approach.67 10.4 Environmental data .68 10.5 Structural modelling68 10.6 Hydrostatic analyses.68 10.7 Response amplitude operators and combinations of actions68 10.8 Stre
21、sses and SCFs69 10.9 Stress range counting and distribution 69 10.10 Fatigue resistance.69 10.11 Damage accumulation 69 10.12 Fracture mechanics methods 70 10.13 Fatigue-sensitive components and connections.70 11 Monohulls.71 11.1 General .71 11.2 General design criteria71 11.3 Structural strength 7
22、2 12 Semi-submersibles75 12.1 General .75 12.2 General design criteria75 12.3 Structural strength 76 13 Spars.76 13.1 General .76 13.2 General design requirements.77 13.3 Structural strength 78 14 Conversion and reuse.78 14.1 General .78 14.2 Minimum design, construction and maintenance standards .7
23、9 14.3 Pre-conversion structural survey79 14.4 Effects of prior service79 14.5 Corrosion protection and material suitability 80 14.6 Inspection and maintenance 81 15 Hydrostatic stability and compartmentation 81 15.1 General .81 15.2 Inclining test 82 15.3 Compartmentation.82 15.4 Watertight and wea
24、thertight appliances .82 15.5 Special requirements for monohulls.82 16 Mechanical systems83 16.1 General .83 16.2 Hull systems 83 16.3 Import and export systems 90 16.4 Fire protection systems93 17 Stationkeeping systems .94 17.1 General .94 17.2 Mooring equipment .94 17.3 Turret 95 B55EB1B3E14C2210
25、9E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 4 18 In-service inspection, monitoring and maintenance. 97 18.1 General. 97 18.2 Structural integrity management system philosophies 97 18.3 Planning considerations 100 18.4 Implementation issues . 101 18.5 Minimum requirem
26、ents 104 Annex A (informative) Additional information and guidance 109 A.1 Scope . 109 A.2 Normative references . 111 A.3 Terms and definitions 111 A.4 Symbols and abbreviated terms . 111 A.5 Overall considerations . 112 A.6 Basic design requirements 116 A.7 Actions and action effects . 118 A.8 Glob
27、al analysis 130 A.9 Structural considerations 133 A.10 Fatigue analysis and design 139 A.11 Monohulls 142 A.12 Semi-submersibles. 146 A.13 Spars 147 A.14 Conversion and reuse 148 A.15 Hydrostatic stability and compartmentation . 149 A.16 Mechanical systems . 149 A.17 Stationkeeping systems. 159 A.18
28、 In-service inspection, monitoring and maintenance. 160 Bibliography. 177 B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 5 Foreword This document (EN ISO 19904-1:2006) has been prepared by Technical Committee ISO/TC 67 “Materials, equipment and offshore
29、structures for petroleum 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
30、 of a national standard, either by publication of an identical text or by endorsement, at the latest by May 2007, and conflicting national standards shall be withdrawn at the latest by May 2007. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
31、countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sw
32、eden, Switzerland and United Kingdom. Endorsement notice The text of ISO 19904-1:2006 has been approved by CEN as EN ISO 19904-1:2006 without any modifications. B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 6 Introduction The series of International Sta
33、ndards applicable to types of offshore structure, ISO 19900 to ISO 19906, constitutes a common basis covering those aspects that address design requirements and assessments of all offshore structures used by the petroleum, petrochemical and natural gas industries worldwide. Through their application
34、 the intention is to achieve reliability levels appropriate for manned and unmanned offshore structures, whatever the type of structure and the nature or combination of materials used. It is important to recognize that structural integrity is an overall concept comprising models for describing actio
35、ns, structural analyses, design rules, safety elements, workmanship, quality control procedures and national requirements, all of which are mutually dependent. The modification of one aspect of design in isolation can disturb the balance of reliability inherent in the overall concept or structural s
36、ystem. The implications involved in modifications, therefore, need to be considered in relation to the overall reliability of all offshore structural systems. The series of International Standards applicable to types of offshore structure is intended to provide wide latitude in the choice of structu
37、ral configurations, materials and techniques without hindering innovation. Sound engineering judgement is therefore necessary in the use of these International Standards. International Standard ISO 19904 was developed in response to the offshore industrys demand for a coherent and consistent definit
38、ion of methodologies to design, analyse and assess floating offshore structures of the class described in Clause 1. In particular, this part of ISO 19904 addresses monohulls, semi-submersibles and spars. Some background to, and guidance on, the use of this part of ISO 19904 is provided in informativ
39、e Annex A. The clause numbering in Annex A is the same as in the normative text to facilitate cross-referencing. B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EN ISO 19904-1:2006 (E) 7 1 Scope This part of ISO 19904 provides requirements and guidance for the structural design
40、and/or assessment of floating offshore platforms used by the petroleum and natural gas industries to support the following functions: production; storage and/or offloading; drilling and production; production, storage and offloading; drilling, production, storage and offloading. NOTE 1 Floating offs
41、hore platforms are often referred to using a variety of abbreviations, e.g. FPS, FSU, FPSO, etc. (see Clauses 3 and 4), in accordance with their intended mission. NOTE 2 In this part of ISO 19904, the term floating structure, sometimes shortened to structure, is used as a generic term to indicate th
42、e structural systems of any member of the classes of platforms defined above. NOTE 3 In some cases, floating platforms are designated as early production platforms. This term relates merely to an asset development strategy. For the purposes of this International Standard, the term production include
43、s early production. Its requirements do not apply to the structural systems of mobile offshore units (MOUs). These include, among others: floating structures intended primarily to perform drilling and/or well intervention operations (often referred to as MODUs), even when used for extended well test
44、 operations; floating structures used for offshore construction operations (e.g. crane barges or pipelay barges), for temporary or permanent offshore living quarters (floatels), or for transport of equipment or products (e.g. transportation barges, cargo barges), for which structures reference is ma
45、de to relevant recognized classification society (RCS) rules. Its requirements are applicable to all possible life-cycle stages of the structures defined above, such as design, construction and installation of new structures, including requirements for inspection, integrity management and future removal, structural integrity management covering inspection and assessment of structures in-service, and conversion of structures for differ
