BS EN ISO 13626-2004 Petroleum and natural gas industries - Drilling and production equipment - Drilling and well-servicing structures《石油和天然气工业 钻井和生产设备 钻井和油井辅助装置》.pdf

《BS EN ISO 13626-2004 Petroleum and natural gas industries - Drilling and production equipment - Drilling and well-servicing structures《石油和天然气工业 钻井和生产设备 钻井和油井辅助装置》.pdf》由会员分享，可在线阅读，更多相关《BS EN ISO 13626-2004 Petroleum and natural gas industries - Drilling and production equipment - Drilling and well-servicing structures《石油和天然气工业 钻井和生产设备 钻井和油井辅助装置》.pdf（42页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARD BS EN ISO 13626:2004 Petroleum and natural gas industries Drilling and production equipment Drilling and well-servicing structures The European Standard EN ISO 13626:2004 has the status of a British Standard ICS 75.180.10 BS EN ISO 13626:2004 This British Standard was published unde

2、r the authority of the Standards Policy and Strategy Committee on 16 December 2004 BSI 16 December 2004 ISBN 0 580 45085 6 National foreword This British Standard is the official English language version of EN ISO 13626:2004. It is identical with ISO 13626:2003. The UK participation in its preparati

3、on was entrusted by Technical Committee PSE/17, Materials and equipment for petroleum, petrochemical and natural gas industries, to Subcommittee PSE/17/-/4, Drilling and production equipment, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on

4、 request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the

5、BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enqui

6、rers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This docu

7、ment comprises a front cover, an inside front cover, the EN ISO title page, the EN ISO foreword page, the ISO title page, pages ii to vi, pages 1 to 31, and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publicat

8、ion Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM ENISO13626 October2004 ICS75.180.10 Englishversion PetroleumandnaturalgasindustriesDrillingandproduction equipmentDrillingandwellservicingstructures(ISO 13626:2003) IndustriesduptroleetdugaznaturelEquipementde forageetdeproduct

9、ionStructuresdeforageetdentretien despuits(ISO13626:2003) ErdlundErdgasindustrieBohrundDrderanlagen AnforderungenanBohrungenundBohrlochAufbauten (ISO13626:2003) ThisEuropeanStandardwasapprovedbyCENon30September2004. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatethecond

10、itionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).

11、Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusast heofficial versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France, Germany,Greece,Hun

12、gary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal, Slovakia, Slovenia,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 200

13、4CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.ENISO13626:2004:EEN SIO 316:62)E( 4002 2 Foreword The text of ISO 13626:2003 has been prepared by Technical Committee ISO/TC 67 “Materials, equipment and offshore structures for petroleum and natural ga

14、s industries“ of the International Organization for Standardization (ISO) and has been taken over as EN ISO 13626:2004 by Technical Committee CEN/TC 12 “Materials, equipment and offshore structures for petroleum and natural gas industries“ the secretariat of which is held by AFNOR. This European Sta

15、ndard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by April 2005, and conflicting national standards shall be withdrawn at the latest by April 2005. According to the CEN/CENELEC Internal Regulations, the national standa

16、rds organizations of the following 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, Slo

17、vakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Endorsement notice The text of ISO 13626:2003 has been approved by CEN as EN ISO 13626:2004 without any modifications. NOTE Normative references to International Standards are listed in annex ZA (normative). ENISO13626:2004 Reference nu

18、mber ISO 13626:2003(E) OSI 3002INTERNATIONAL STANDARD ISO 13626 First edition 2003-11-01 Petroleum and natural gas industries Drilling and production equipment Drilling and well-servicing structures Industries du ptrole et du gaz naturel quipement de forage et de production Structures de forage et d

19、entretien des puits ENISO13626:2004IS:62631 O3002(E) DPlcsid Fremia ihTs PDF file may ctnoian emdebt dedyfepcaes. In ccaocnadrw eith Aebods licensilop gnic,y this file mairp eb ynted iv roweb detu slahl ton ide ebtlnu deess the typefaces whice era hml era deddebicsnede to i dnanstlaled t noeh comput

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22、 ehlar Secrteiraat ta the serddaig sleb nevwo. ISO 3002 All irthgs erse.devr lnUeto sswrehise specified, on trap fo this lbupictaion maeb y cudorperro de tuilizi den yna form ro na ybm ynae,s lecetrinoc ro mecinahcal, inclidung tohpcoiypodna gn micrfoilm, wittuoh repmissii non writign from ietI rehS

23、a Ot tsserdda eh ebolw or ISOs memreb i ydobn the cnuotrfo y ttseuqer ehe.r ISO cirypothg fofice saCe tsopale 65 eneG 1121-HC 02 av elT. 4 + 10 947 22 1 11 xaF0 947 22 14 + 9 74 E-mail coirypthgiso.o gr We bwww.is.o gro Pulbisdehi n Switlrez dnaii ISO 3002 Allr ihgtsser edevrENISO13626:2004IS:62631

24、O3002(E) I SO 3002 All irhgts seredevr iiiContents Page Foreword. v Introduction . vi 1 Scope 1 2 Normative references . 1 3 Terms and definitions. 2 4 Product specification levels. 4 5 Marking and information 4 5.1 Nameplate 4 5.2 Derrick and mast nameplate information . 4 5.3 Substructure nameplat

25、e information 5 5.4 Crown block assembly nameplate information (required only for crown block assemblies for use with derricks) 6 6 Standard ratings 6 6.1 General. 6 6.2 Derrick Stationary base . 6 6.3 Mast with guy lines . 6 6.4 Mast without guy lines 7 6.5 Derrick and mast under dynamic conditions

26、. 7 6.6 Substructure 7 6.7 Substructure under dynamic conditions 7 6.8 Crown block assembly . 8 7 Design loading 8 7.1 General. 8 7.2 Derrick (stationary base) 8 7.3 Mast with guy lines . 9 7.4 Mast without guy lines 10 7.5 Derrick and mast under dynamic conditions. 10 7.6 Substructure 11 7.7 Substr

27、ucture under dynamic conditions 11 7.8 Guide tracks and dollies. 11 7.9 Crown block assemblies 11 8 Design specification . 11 8.1 Allowable stresses 11 8.2 Wind 12 8.3 Dynamic loading (induced by floating hull motion) 15 8.4 Earthquake. 16 8.5 Design verification 16 9 Materials. 16 9.1 General. 16 9

28、.2 Written specifications. 17 9.3 Mechanical properties 17 9.4 Material qualification 17 9.5 Material manufacture 17 9.6 Bolts . 17 9.7 Wire rope 17 10 Welding requirements 18 10.1 General. 18 ENISO13626:2004IS:62631 O3002(E) iv I SO 3002 All irhgts seredevr10.2 Welding qualifications 18 10.3 Writte

29、n documentation .18 10.4 Control of consumables .18 10.5 Weld properties .18 10.6 Post-weld heat treatment18 10.7 Quality control requirements .18 10.8 Specific requirement repair welds 19 11 Quality control .19 11.1 General .19 11.2 Quality control personnel qualifications 19 11.3 Measuring and tes

30、t equipment 19 11.4 Non-destructive examination.20 11.5 Dimensional verification.21 11.6 Workmanship and finishing .21 11.7 Purchasers inspection and rejection .21 11.8 Testing22 11.9 Traceability.22 12 Documentation 23 12.1 General .23 12.2 Documentation to be kept by the manufacturer 23 12.3 Docum

31、entation to be delivered with equipment 24 Annex A (normative) Supplementary requirements25 Annex B (normative) Standard derricks.27 Bibliography31 ENISO13626:2004IS:62631 O3002(E) I SO 3002 All irhgts seredevr vForeword ISO (the International Organization for Standardization) is a worldwide federat

32、ion 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 committe

33、e. 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. International Standards are drafted in accordance

34、with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires app

35、roval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. ISO 13626 was prepared by Technical Commi

36、ttee ISO/TC 67, Materials, equipment and offshore structures for petroleum, petrochemical and natural gas industries, Subcommittee SC 4, Drilling and production equipment. ENISO13626:2004IS:62631 O3002(E) vi I SO 3002 All irhgts seredevrIntroduction This International Standard is based on API Spec 4

37、F, second edition, June 1995. ENISO13626:2004INTENRATIONAL TSANDADR IS:62631 O3002(E)I SO 3002 All irhgts seredevr 1Petroleum and natural gas industries Drilling and production equipment Drilling and well-servicing structures 1 Scope This International Standard specifies requirements and gives recom

38、mendations for suitable steel structures for drilling and well-servicing operations in the petroleum industry, provides a uniform method of rating the structures, and provides two product specification levels. This International Standard is applicable to all new designs of all standard steel derrick

39、s, special steel derricks, portable masts and substructures. Annex A provides a number of standard supplementary requirements which apply only if specified by the purchaser. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated re

40、ferences, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 9712, Non-destructive testing Qualification and certification of personnel ISO 13535, Petroleum and natural gas industries Drilling and production e

41、quipment Hoisting equipment ISO 10425, Steel wire ropes for the petroleum and natural gas industries Minimum requirements and terms of acceptance AISC 1)335, 1989, Specification for structural steel buildings, allowable stress design and plastic design API 2)RP 2A-WSD, Recommended Practice for Plann

42、ing, Designing and Constructing Fixed Offshore Platforms Working Stress Design API Spec 8A, Specification for Drilling and Production Hoisting Equipment API RP 9B, Recommended Practice on Application, Care and Use of Wire Rope for Oilfield Service ASTM 3)A 370, Standard Test Methods and Definitions

43、for Mechanical Testing of Steel Products ASTM A 578/A 578M, Standard Specification for Straight-Beam Ultrasonic Examination of Plain and Clad Steel Plates for Special Applications AWS 4)D1.1/D1.1M:2002, Structural Welding Code Steel 1) American Institute of Steel Construction, 1 East Wacker Drive, S

44、uite 3100, Chicago, Illinois 60601. 2) American Petroleum Institute, 1220 L Street, Northwest, Washington, DC 20005-4070. 3) American Society for Testing and Materials, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, Pennsylvannia 19428-2959. 4) American Welding Society, Incorporated, 550 Nor

45、thwest LeJeune Road, Box 351040, Miami, Florida 33135. ENISO13626:2004IS:62631 O3002(E) 2 I SO 3002 All irhgts seredevr 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 angle of roll angle of pitch angle of movement to one side from vertical 3

46、.2 critical component component which is necessary to maintain stability of a structure and which resides within the primary load paths of the structure when the structure is loaded under the design loadings of Clause 7 3.3 critical weld weld which joins critical components 3.4 crown block assembly

47、stationary sheave or block assembly installed at the top of a derrick or mast 3.5 date of manufacture date chosen by the manufacturer occurring between the initiation of manufacture and the delivery to the purchaser 3.6 derrick semipermanent structure, of square or rectangular cross-section, having

48、members that are latticed or trussed on all four sides NOTE 1 This unit is assembled in the vertical or operation position, as it includes no erection mechanism. NOTE 2 It may or may not be guyed. 3.7 design load force or combination of forces which a structure is designed to withstand without exceeding the allowable stress in any member 3.8 dynamic loading loading imposed upon a structure as a result of motion 3.9 erection load load produced in the mast and its supporting str