EN 1594-2013 en Gas infrastructure - Pipelines for maximum operating pressure over 16 bar - Functional requirements《燃气基础设施 最大工作压力大于16 bar的管道 功能要求》.pdf

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1、BSI Standards PublicationBS EN 1594:2013Gas infrastructure Pipelinesfor maximum operatingpressure over 16 bar Functional requirementsBS EN 1594:2013Incorporating corrigendum December 2013BS EN 1594:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 1594:2013.

2、It supersedes BS EN 1594:2009 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee GSE/33, Gas supply.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the nece

3、ssary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2013. Published by BSI Standards Limited 2013ISBN 978 0 580 84605 2ICS 23.040.01; 75.200Compliance with a British Standard cannot confer immunity from legal obligations.This British S

4、tandard was published under the authority of the Standards Policy and Strategy Committee on 30 September 2013.Amendments/corrigenda issued since publicationDate Text affected31 December 2013 Implementation of CEN correction notice 25 September 2013: Figure 2 corrected.EUROPEAN STANDARD NORME EUROPEN

5、NE EUROPISCHE NORM EN 1594 September 2013 ICS 23.040.01; 75.200 Supersedes EN 1594:2009English Version Gas infrastructure - Pipelines for maximum operating pressure over 16 bar - Functional requirements Infrastructures gazires - Canalisation pour pression maximale de service suprieure 16 bar - Presc

6、riptions fonctionnelles Gasinfrastruktur - Rohrleitungen fr einen maximal zulssigen Betriebsdruck ber 16 bar - Funktionale Anforderungen This European Standard was approved by CEN on 18 July 2013. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the condition

7、s 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

8、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

9、 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, Sloveni

10、a, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved wo

11、rldwide for CEN national Members. Ref. No. EN 1594:2013: EEN 1594:2013 (E) 2 Contents Page Foreword . 5 Introduction 6 1 Scope 7 2 Normative references . 10 3 Terms, definitions, symbols and abbreviations 11 4 Quality and management systems 16 5 Safety and the environment . 16 5.1 General . 16 5.2 A

12、ppropriate safety measures 16 5.3 Routing considerations . 17 5.4 Line valve spacing . 18 6 Pressure safety 18 6.1 Pressure levels . 18 6.2 Normal operation . 19 6.3 Requirements for installation of pressure safety devices 19 6.4 Pipeline with DP equal to or less than 40 bar and hoop stress equal to

13、 or less than 0,45 Rt 0,5. 19 6.5 Pipeline with DP equal to or less than 24 bar and hoop stress equal to or less than 0,30 Rt 0,5. 19 7 Design . 20 7.1 General . 20 7.2 Wall thickness determination 21 7.3 Additional design requirements 22 7.4 Analysis of stress and strain . 24 7.5 Design report 26 7

14、.6 Land management and geotechnical studies . 27 7.7 Depth of cover 27 7.8 Casing pipes . 28 7.9 Station design 28 7.10 Pipeline components . 30 7.11 Pigging suitability 30 7.12 Arrangements for venting 30 7.13 Corrosion protection 31 7.14 Grid connections 33 8 Materials and components 33 8.1 Genera

15、l . 33 8.2 Pipes . 37 8.3 Fittings 37 8.4 Flanged connections . 37 8.5 Insulating connections 38 8.6 Valves . 38 8.7 External and internal coatings . 38 8.8 End preparation 38 9 Construction . 38 9.1 General . 38 9.2 Execution of work 39 EN 1594:2013 (E) 5 Foreword This document (EN 1594:2013) has b

16、een prepared by Technical Committee CEN/TC 234 “Gas infrastructure”, the secretariat of which is held by DIN. 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 March 2014, and conflicting national s

17、tandards shall be withdrawn at the latest by March 2014. 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 1

18、594:2009. Annex J provides details of significant technical changes between this European Standard and the previous edition. There is a complete suite of functional standards prepared by CEN/TC 234 “Gas infrastructure” to cover all parts of the gas infrastructure from the input of gas to the transmi

19、ssion system up to the inlet connection of the gas appliances, whether for domestic, commercial or industrial purposes. Compliance to this standard ensures the interoperability, safety and reliability requirements of pipeline systems. Directive 2009/73/EC concerning common rules for the internal mar

20、ket in natural gas and the related Regulation (EC) No 715/2009 on conditions for access to the natural gas transmission networks also aim at technical safety (security) including technical reliability of the European gas system. These aspects are also in the scope of CEN/TC 234 standardization. In t

21、his respect, CEN/TC 234 evaluated the indicated EU legislation and amended this technical standard accordingly, where required and appropriate. A list of the relevant functional standards prepared by CEN/TC 234 is included in Clause 2 and the Bibliography of this document. CEN/TC 234 will continue i

22、ts work updating this European Standard to the latest developments at regular intervals. In preparing this European Standard, a basic understanding of gas supply by the user has been assumed. Gas infrastructure is complex and the importance on safety of their construction and use has led to the deve

23、lopment of very detailed codes of practice and operating manuals in member countries. These detailed statements embrace recognised standards of gas engineering and specific requirements imposed by legal structures of these member countries. According to the CEN-CENELEC Internal Regulations, the nati

24、onal standards organisations 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, Lit

25、huania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 1594:2013EN 1594:2013 (E)EN 1594:2013 (E) 2 Contents Page Foreword . 5 Introduction 6 1 Scope 7 2 Normative references . 10 3 Terms, definit

26、ions, symbols and abbreviations 11 4 Quality and management systems 16 5 Safety and the environment . 16 5.1 General . 16 5.2 Appropriate safety measures 16 5.3 Routing considerations . 17 5.4 Line valve spacing . 18 6 Pressure safety 18 6.1 Pressure levels . 18 6.2 Normal operation . 19 6.3 Require

27、ments for installation of pressure safety devices 19 6.4 Pipeline with DP equal to or less than 40 bar and hoop stress equal to or less than 0,45 Rt 0,5. 19 6.5 Pipeline with DP equal to or less than 24 bar and hoop stress equal to or less than 0,30 Rt 0,5. 19 7 Design . 20 7.1 General . 20 7.2 Wall

28、 thickness determination 21 7.3 Additional design requirements 22 7.4 Analysis of stress and strain . 24 7.5 Design report 26 7.6 Land management and geotechnical studies . 27 7.7 Depth of cover 27 7.8 Casing pipes . 28 7.9 Station design 28 7.10 Pipeline components . 30 7.11 Pigging suitability 30

29、7.12 Arrangements for venting 30 7.13 Corrosion protection 31 7.14 Grid connections 33 8 Materials and components 33 8.1 General . 33 8.2 Pipes . 37 8.3 Fittings 37 8.4 Flanged connections . 37 8.5 Insulating connections 38 8.6 Valves . 38 8.7 External and internal coatings . 38 8.8 End preparation

30、38 9 Construction . 38 9.1 General . 38 9.2 Execution of work 39 EN 1594:2013 (E) 3 9.3 Special crossings . 46 9.4 Cleaning 50 9.5 Testing 51 9.6 Acceptance . 52 10 Operation and maintenance . 53 10.1 General . 53 10.2 Organisation . 54 10.3 Operating and maintenance instructions 54 10.4 Emergency p

31、lan 55 10.5 Records and documentation 55 10.6 Commissioning 56 10.7 D commissioning. 56 10.8 Recommissioning. 56 10.9 Maintenance, modification and repair . 56 10.10 Abandonment . 59 Annex A (informative) Settlement areas . 60 A.1 General . 60 A.2 Procedure . 60 A.3 Construction settlement 60 A.4 St

32、rength calculation . 61 A.5 Monitoring 65 A.6 Action in the event of the allowable/limit values being exceeded . 65 A.7 Bibliography . 65 Annex B (informative) Mining subsidence . 66 B. . 66 B.2 Procedure . 66 B.3 Strength calculation . 66 B.4 Action in the event of the allowable/limit values being

33、exceeded . 67 B.5 Monitoring 67 B.6 Bibliography . 67 Annex C (informative) Frost heave . 68 C.1 General . 68 C.2 Procedure . 68 C.3 Strength calculation . 68 C.4 Other possible measures . 68 C.5 Bibliography . 69 Annex D (informative) Landslide areas 70 D.1 General . 70 D.2 Procedure . 70 D.3 Stren

34、gth calculation . 71 D.4 Possible action to prevent the allowable/limit values being exceeded 71 D.5 Monitoring 72 D.6 Bibliography . 72 EN 1594:2013 (E) 2 Contents Page Foreword .5Introduction 61 Scope 72 Nor ative references .103 Terms, definitions, symbols and abbreviations 114 Quality and manage

35、ment systems 5 Safety and the environment .16 5.1 General . 16 5.2 Appropriate safety measures 16 5.3 Routing considerations .17 5.4 Line valve spacing .6 Pressure safety 18 6.1 Pressure levels . 18 6.2 Normal operation .19 6.3 Requirements for installation of pressure safety devices 19 6.4 Pipeline

36、 with DP equal to or less than 40 bar and hoop stress equal to or less than 0,45 Rt 0,5.19 6.5 Pipeline with DP equal to or less than 24 bar and hoop stress equal to or less than 0,30 Rt 0,5.197 Design . 20 7.1 General .20 7.2 Wall thickness determination 21 7.3 Additional design requirements 22 7.

37、nalysis of stress and strain .24 7.5 Design report 26 7.6 Land management and geotechnical studies . 27 7.7 Depth of cover 27 7.8 Casing pipes . 28 7.9 Station design 28 7.10 Pipeline components .30 7.11 Pigging suitability 30 7.12 Arrangements for venting 30 7.13 Corrosion protection 31 7.14 Grid c

38、onnections 8 Materials and components 33 8.1 General . 33 8.2 Pipes .37 8.3 Fittings 37 8.4 Flanged connections . 37 8.5 Insulating connections 38 8.6 Valves . 38 8.7 External and internal coatings . 38 8.8 End preparation 9 Construction .38 9.1 General . 38 9.2 Execution of work 39 BS EN 1594:2013E

39、N 1594:2013 (E)EN 1594:2013 (E) 4 Annex E (informative) Areas with high seismic risk 74 E.1 General . 74 E.2 Procedure . 74 E.3 Strength calculation . 75 E.4 Bibliography . 76 Annex F (informative) Soil mechanics parameters 78 F.1 Parameters . 78 F.2 Soil engineering study . 79 F.3 Bibliography . 79

40、 Annex G (informative) Bored/jacked crossings . 81 G.1 General . 81 G.2 Strength calculation . 81 G.3 Bibliography . 85 Annex H (informative) Allowable pulsation and vibration levels 86 H.1 Introduction 86 H.2 Pulsations . 86 H.3 Pipe vibrations . 86 H.4 Induced effects . 87 H.5 Bibliography . 87 An

41、nex I (informative) Allowable vibration levels from construction work - blasting . 88 I.1 General . 88 I.2 Procedure . 88 I.3 Strength calculation . 88 I.4 Bibliography . 90 Annex J (informative) Significant technical changes between this European Standard and the previous edition . 91 Bibliography

42、93 EN 1594:2013 (E) 3 9.3 Special crossings .469.4 Cleaning 50 9.5 Testing 51 9.6 Acceptance .5210 Operation nd maintenance .5310.1 General . 53 10.2 Organisation . 54 10.3 Operating and maintenance instructions 5410.4 Emergency plan 55 10.5 Records and documentation 55 10.6 Commissioning 5610.7 Dec

43、ommissioning. 56 10.8 Recommissioning. 56 10.9 Maintenance, m dification and repair .5610.10 Abandonment . 59 Annex A (informative) Settlement areas . 60 A.1 General . 60 A.2 Procedure . 60 A.3 Construction settlement 60 A.4 Strength calculation . 61 A.5 Monitoring 65 A.6 Action in the event of the

44、allowable/limit values being exceeded . 65 A.7 Bibliography . 65 Annex B (informative) Mining subsidence . 66 B.1 General . 66 B.2 Procedure . 66 B.3 Strength calculation . 66 B.4 Action in the event of the allowable/limit values being exceeded . 67 B.5 Monitoring 67 B.6 Bibliography .67Annex C (inf

45、ormative) Frost heave .68C.1 General . 68 C.2 Procedure . 68 C.3 Strength calculation . 68 C.4 Other possible measures . 68 C.5 Bibliography . 69 Annex D (informative) Landslide areas 70 D.1 General . 70 D.2 Procedure . 70 D.3 Strength calculation . 71 D.4 Possible action to prevent the allowable/li

46、mit values being exceeded 71 D.5 Monitoring 72 D.6 Bibliography . 72 BS EN 1594:2013EN 1594:2013 (E)EN 1594:2013 (E) 4 Annex E (informative) Areas with high seismic risk 74 E.1 General . 74 E.2 Procedure . 74 E.3 Strength calculation . 75 E.4 Bibliography . 76 Annex F (informative) Soil mechanics pa

47、rameters 78 F.1 Parameters . 78 F.2 Soil engineering study . 79 F.3 Bibliography . 79 Annex G (informative) Bored/jacked crossings . 81 G.1 General . 81 G.2 Strength calculation . 81 G.3 Bibliography . 85 Annex H (informative) Allowable pulsation and vibration levels 86 H.1 Introduction 86 H.2 Pulsa

48、tions . 86 H.3 Pipe vibrations . 86 H.4 Induced effects . 87 H.5 Bibliography . 87 Annex I (informative) Allowable vibration levels from construction work - blasting . 88 I.1 General . 88 I.2 Procedure . 88 I.3 Strength calculation . 88 I.4 Bibliography . 90 Annex J (informative) Significant technic

49、al changes between this European Standard and the previous edition . 91 Bibliography 93 EN 1594:2013 (E) 5 Foreword This document (EN 1594:2013) has been prepared by Technical Committee CEN/TC 234 “Gas infrastructure”, the secretariat of which is held by DIN. 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 March 2014, and conflicting national standards shall be withdrawn at the latest by March 2014. Attention is drawn to the possibility that some of the elements of this