1、September 2005DEUTSCHE NORM Normenausschuss Erd l- und Erdgasgewinnung (N G) im DINPreisgruppe 15DIN Deutsches Institut f r Normung e.V. Jede Art der Vervielf ltigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut f r Normung e. V., Berlin, gestattet.ICS 75.180.10FHA 9646659www.d
2、in.deXDIN EN ISO 13626Erd l und Erdgasindustrie Bohr und F rderanlagen Bohrungen und BohrlochAufbauten (ISO 13626:2003);Englische Fassung EN ISO 13626:2004Petroleum and natural gas industries Drilling and production equipment Drilling and wellservicing structures (ISO 13626:2003);English version EN
3、ISO 13626:2004Industries du ptrole et du gaz naturel Equipement de forage et de production Structures de forage et d entretien des puits (ISO 13626:2003);Version anglaise EN ISO 13626:2004Alleinverkauf der Normen durch Beuth Verlag GmbH, 10772 Berlinwww.beuth.deGesamtumfang 38 SeitenDIN EN ISO 13626
4、:2005-09 2 Nationales Vorwort Diese Europische Norm EN ISO 13626:2004 wurde vom Technischen Komitee CEN/TC 12 Materialien, Ausrstungen und Offshore-Bauwerke fr die Erdl-, petrochemische und Erdgasindustrie“ (Sekretariat: Frankreich) erstellt. Es handelt sich dabei um die unvernderte bernahme von ISO
5、 13626:2003, erarbeitet von ISO/TC 67 Materials, equipment and offshore structures for petroleum, petrochemical and natural gas industries“; Subkomitee SC 4 Drilling and production equipment“. Fr Deutschland hat hieran der Arbeitskreis NG 12/67 AK 4 Bohr- und Frdereinrichtungen“ im Normenaus-schuss
6、Erdl- und Erdgasgewinnung (NG) mitgearbeitet. Diese Europische Norm enthlt unter Bercksichtigung des DIN-Prsidialbeschlusses 13/1983 nur die englische Originalfassung der ISO-Norm. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 13626 October 2004 ICS 75.180.10 English version Petroleum and
7、 natural gas industries - Drilling and production equipment - Drilling and well-servicing structures (ISO 13626:2003) Industries du ptrole et du gaz naturel - Equipement de forage et de production - Structures de forage et dentretien des puits (ISO 13626:2003) Erdl- und Erdgasindustrie - Bohr- und F
8、rderanlagen - Bohrungen und Bohrloch-Aufbauten (ISO 13626:2003) This European Standard was approved by CEN on 30 September 2004. 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 standar
9、d without any alteration. Up-to-date lists and bibliographical references concerning such national standards 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 lang
10、uage made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
11、Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Mana
12、gement Centre: rue de Stassart, 36 B-1050 Brussels 2004 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 13626:2004: EContents Page Foreword. 4 1 Scope 5 2 Normative references . 5 3 Terms and definitions. 6 4 Product specificat
13、ion levels. 8 5 Marking and information 8 5.1 Nameplate 8 5.2 Derrick and mast nameplate information . 8 5.3 Substructure nameplate information 9 5.4 Crown block assembly nameplate information (required only for crown block assemblies for use with derricks) 10 6 Standard ratings 10 6.1 General. 10 6
14、.2 Derrick Stationary base . 10 6.3 Mast with guy lines . 10 6.4 Mast without guy lines 11 6.5 Derrick and mast under dynamic conditions. 11 6.6 Substructure 11 6.7 Substructure under dynamic conditions 11 6.8 Crown block assembly . 12 7 Design loading 12 7.1 General. 12 7.2 Derrick (stationary base
15、) 12 7.3 Mast with guy lines . 13 7.4 Mast without guy lines 14 7.5 Derrick and mast under dynamic conditions. 14 7.6 Substructure 15 7.7 Substructure under dynamic conditions 15 7.8 Guide tracks and dollies. 15 7.9 Crown block assemblies 15 8 Design specification . 15 8.1 Allowable stresses 15 8.2
16、Wind 16 8.3 Dynamic loading (induced by floating hull motion) 19 8.4 Earthquake. 20 8.5 Design verification 20 9 Materials. 20 9.1 General. 20 9.2 Written specifications. 21 9.3 Mechanical properties 21 9.4 Material qualification 21 9.5 Material manufacture 21 9.6 Bolts . 21 9.7 Wire rope 21 10 Weld
17、ing requirements 22 10.1 General. 22 EN ISO 13626:2004 (E)210.2 Welding qualifications 22 10.3 Written documentation . 22 10.4 Control of consumables . 22 10.5 Weld properties . 22 10.6 Post-weld heat treatment 22 10.7 Quality control requirements . 22 10.8 Specific requirement repair welds 23 11 Qu
18、ality control . 23 11.1 General . 23 11.2 Quality control personnel qualifications 23 11.3 Measuring and test equipment 23 11.4 Non-destructive examination. 24 11.5 Dimensional verification. 25 11.6 Workmanship and finishing . 25 11.7 Purchasers inspection and rejection . 25 11.8 Testing 26 11.9 Tra
19、ceability. 26 12 Documentation 27 12.1 General . 27 12.2 Documentation to be kept by the manufacturer 27 12.3 Documentation to be delivered with equipment 28 Annex A (normative) Supplementary requirements 29 Annex B (normative) Standard derricks. 31 Bibliography 35 EN ISO 13626:2004 (E)3Foreword The
20、 text of ISO 13626:2003 has been prepared by Technical Committee ISO/TC 67 “Materials, equipment and offshore structures for petroleum and natural gas industries” of the International Organization for Standardization (ISO) and has been taken over as EN ISO 13626:2004 by Technical Committee CEN/TC 12
21、 “Materials, equipment and offshore structures for petroleum 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 April 2005, and
22、conflicting national standards shall be withdrawn at the latest by April 2005. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia,
23、 Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Endorsement notice The text of ISO 13626:2003 has been approved by CEN as EN ISO 13626:
24、2004 without any modifications. NOTE Normative references to International Standards are listed in annex ZA (normative). EN ISO 13626:2004 (E)41 Scope This International Standard specifies requirements and gives recommendations for suitable steel structures for drilling and well-servicing operations
25、 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 derricks, special steel derricks, portable masts and substructures. Annex A provides a num
26、ber 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 references, only the edition cited applies. For undated references, the latest editio
27、n 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 equipment Hoisting equipment ISO 10425, Steel wire ropes for the petroleum and natur
28、al gas industries Minimum requirements and terms of acceptance AISC1)335, 1989, Specification for structural steel buildings, allowable stress design and plastic design API2)RP 2A-WSD, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms Working Stress Design API Sp
29、ec 8A, Specification for Drilling and Production Hoisting Equipment API RP 9B, Recommended Practice on Application, Care and Use of Wire Rope for Oilfield Service ASTM3)A 370, Standard Test Methods and Definitions for Mechanical Testing of Steel Products ASTM A 578/A 578M, Standard Specification for
30、 Straight-Beam Ultrasonic Examination of Plain and Clad Steel Plates for Special Applications AWS4)D1.1/D1.1M:2002, Structural Welding Code Steel 1) American Institute of Steel Construction, 1 East Wacker Drive, Suite 3100, Chicago, Illinois 60601. 2) American Petroleum Institute, 1220 L Street, Nor
31、thwest, 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 Northwest LeJeune Road, Box 351040, Miami, Florida 33135. EN ISO 13626:2004 (E)53 Terms an
32、d 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 3.2 critical component component which is necessary to maintain stability of a structure and which resides within the primary load
33、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 stationary sheave or block assembly installed at the top of a derrick or mast 3.5 date of manufacture date chosen by the manufactu
34、rer occurring between the initiation of manufacture and the delivery to the purchaser 3.6 derrick semipermanent structure, of square or rectangular cross-section, having members that are latticed or trussed on all four sides NOTE 1 This unit is assembled in the vertical or operation position, as it
35、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 lo
36、ad load produced in the mast and its supporting structure during its raising and lowering, or in the substructure during its raising and lowering 3.10 guide track and dollies equipment used to hold the travelling equipment in correct position relative to the derrick during various operations NOTE A
37、retractable dolly is used move the travelling equipment horizontally between the drilling position and the retracted position. EN ISO 13626:2004 (E)63.11 guy line wire rope with one end attached to the mast assembly and the other end attached to a suitable anchor to provide structural and/or lateral
38、 support for a mast under design loading conditions 3.12 guying pattern plan view showing the manufacturers recommended locations for guy lines and their distance out to the anchors with respect to the centreline of the well 3.13 height of derrick and mast without guy lines minimum vertical distance
39、 from the top of the working floor to the bottom of the crown block support beams 3.14 height of mast with guy line minimum vertical distance from the ground to the bottom of the crown block support beams 3.15 impact loading loading resulting from near-instantaneous changes of forces 3.16 mast struc
40、tural tower composed of one or more sections assembled in a horizontal position near the ground and then raised to the operating position NOTE If the unit contains two or more sections, it may be telescoped or unfolded during the erection procedure. 3.17 mast set-up distance distance from the centre
41、line of the well to a designated point on the mast structure defined by a manufacturer to assist in the set-up of the rig 3.18 maximum rated static hook load load composed of the weight of the travelling equipment and a static load applied to the travelling equipment NOTE It is the largest load that
42、 can be applied to the structure within the guidelines imposed by this International Standard with a specified number of lines strung to the travelling block and in the absence of pipe setback, sucker rod or wind loading. A designated location of the deadline anchor and drawworks is assumed. 3.19 ma
43、ximum rated wind velocity largest wind velocity the derrick or mast assembly is designed to resist for a specified design loading NOTE Maximum rated wind velocity is specified at 10 m above the ground or water surface. 3.20 nominal wire rope assembly strength nominal strength of the wire rope, multi
44、plied by the efficiency of the end attachment in accordance with API RP 9B 3.21 period of roll, pitch or heave time required for a complete cycle EN ISO 13626:2004 (E)73.22 pipe lean angle between the vertical and a typical stand of pipe in the setback 3.23 product specification level level of mater
45、ial and process controls placed upon the primary load-carrying components of the covered equipment 3.24 racking platform platform located at a distance above the working floor for laterally supporting the upper end of racked pipe 3.25 rated static rotary load maximum weight which can be supported by
46、 the rotary-table support beams 3.26 rated setback load maximum weight of tubular goods which can be supported by the substructure in the setback area 3.27 rod board rod hanger platform located at a distance above the working floor for supporting rods 3.28 substructure any structure through which ho
47、ok load, rotary load and/or setback load are transmitted 4 Product specification levels This International Standard establishes requirements for two product specification levels (PSL) for drilling and well-servicing structures which define two levels of technical and quality requirements. These requ
48、irements reflect practices currently being implemented by a broad spectrum of the manufacturing industry. PSL 1 includes all the requirements of this International Standard unless specifically identified as PSL 2. PSL 2 includes all the requirements of PSL 1 plus additional requirements. 5 Marking a
49、nd information 5.1 Nameplate Drilling and well-servicing structures manufactured in accordance with this International Standard shall be identified by a nameplate bearing at least the information specified in 5.2 to 5.4, including the units of measurement where applicable. Markings shall be either raised or stamped. The nameplate shall be securely affixed to the structure in a conspicuous place. 5.2 Derrick and mast nameplate information The following information shall be provided: a) manufacturers name; b) manufacturers address;
