DIN EN 15085-3-2010 Railway applications - Welding of railway vehicles and components - Part 3 Design requirements German version EN 15085-3 2007《轨道交通 铁路车辆和组件的焊接 第3部分 设计要求 德文版本DIN .pdf

《DIN EN 15085-3-2010 Railway applications - Welding of railway vehicles and components - Part 3 Design requirements German version EN 15085-3 2007《轨道交通 铁路车辆和组件的焊接 第3部分 设计要求 德文版本DIN .pdf》由会员分享，可在线阅读，更多相关《DIN EN 15085-3-2010 Railway applications - Welding of railway vehicles and components - Part 3 Design requirements German version EN 15085-3 2007《轨道交通 铁路车辆和组件的焊接 第3部分 设计要求 德文版本DIN .pdf（53页珍藏版）》请在麦多课文档分享上搜索。

1、January 2010DEUTSCHE NORM English price group 20No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 25.160.10; 45.060.01!$

2、Wy“1565286www.din.deDDIN EN 15085-3Railway applications Welding of railway vehicles and components Part 3: Design requirementsEnglish version of DIN EN 15085-3:2010-01Bahnanwendungen Schweien von Schienenfahrzeugen und -fahrzeugteilen Teil 3: KonstruktionsvorgabenEnglische Fassung DIN EN 15085-3:201

3、0-01SupersedesDIN EN 15085-3:2008-01www.beuth.deDocument comprises pages53DIN EN 15085-3:2010-01 National foreword This standard has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany) in collaboration with Technical Committee CEN/TC 121 “Welding and al

4、lied processes”. The responsible German body involved in its preparation was the Normenausschuss Fahrweg und Schienenfahrzeuge (Railway Standards Committee), Working Committee NA 087-00-12 AA Werkstoffe, Fge- und Verbindungstechnik. The EN 15085-1 to EN 15085-5 series of European Standards replaces

5、the DIN 6700-1 to DIN 6700-6 series of German national standards, with European Standard EN 15085-3 replacing the German national standards DIN 6700-3, DIN 6700-5 and parts of DIN 6700-6; however, the European Standard does not describe the evaluation or determination of the stress factor. Safety ca

6、tegories The safety categories defined in 4.5 are in accordance with DIN 6700-1. In Germany these categories are determined taking the information in Annex G of the present standard into consideration if no other classification is required by the national railway authority or by the customer. Weld p

7、erformance classes The new classification into weld performance classes and their correlation with the new weld inspection classes involve modifications to DIN 6700. Use of existing design drawings and weld planning documents Because classification into weld performance classes is still based on str

8、ess factors and safety categories, design drawings and weld planning documents drawn up in accordance with DIN 6700 can be converted using cross-reference and/or recoding tables developed by the welding manufacturer. Existing design drawings or weld planning documents may continue to be used if so a

9、greed with the customer and the national railway authority. Reference shall be made to the cross-reference and/or recoding tables used. Further explanatory notes and details regarding the conversion of existing design drawings are given in the technical bulletin DVS 1623. This document also compares

10、 the quality requirements specified in DIN EN 15085-3 with those given in previous technical rules issued by the German national railway (DB, or Deutsche Bahn), the state-owned railway of the former German Democratic Republic (DR, or Deutsche Reichsbahn) and the DIN 6700 series. Welding coordination

11、 At his discretion, the responsible welding coordinator may delegate tasks to a deputy coordinator designated by him, in which case the specifications of Annex B of DIN EN 15085-2:2008 are to be taken into account. Annex H “Welding of 6000 series aluminium alloy extrusions Recommendations from the A

12、ljoin project for improved crashworthiness” This Annex may only be used in conjunction with the recommendations of the Aljoin research project, see 5 and 6. The DIN Standard corresponding to the International Standard referred to in clause 2 is as follows: ISO 10447 DIN EN ISO 10447 2 DIN EN 15085-3

13、:2010-01 Amendments This standard differs from DIN 6700-3:2003-02, DIN 6700-5:2002-05 and DIN 6700-6:2000-08 as follows: a) The content has been updated to reflect the current state of technology and harmonized with European and international standardization. b) The classification into weld performa

14、nce classes has been changed. The classes are now designated as CP A, CP B, CP C1, CP C2, CP C3 and CP D. c) The weld performance classes CP B to CP D correspond to the equivalent quality levels for imperfections as specified in the relevant EN ISO Standards. Weld performance class CP A is an additi

15、onal quality level. d) The weld performance classes are correlated with weld inspection classes which indicate the type and scope of weld testing, see DIN EN 15085-5. Compared with DIN EN 15085-5-3:2008-01, the following corrections have been made to the German version only and therefore do not affe

16、ct the English text: e) The table for converting DIN 6700 weld performance classes into EN 15085 classes given in the National Annex NA has been deleted because it led to problems of interpretation as regards the correlation of the classes. f) The explanatory notes on weld performance classes in the

17、 National foreword now make reference to the technical bulletin DVS 1623. Previous editions DIN 6700-3: 2003-02 DIN 6700-5: 2002-05 DIN 6700-6: 2000-08 DIN EN 15085-3: 2008-01 3 DIN EN 15085-3:2010-01 4 National Annex NA (informative) Bibliography DIN EN ISO 10447, Resistance welding Peel and chisel

18、 testing of resistance spot and projection welds DVS 1623, Welding of railway vehicles Notes on implementing EN 15085 Comparison with DIN 6700 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15085-3October 2007ICS 25.160.10; 45.060.01English VersionRailway applications - Welding of railway vehicle

19、s andcomponents - Part 3: Design requirementsApplications ferroviaires - Soudage des vhiculesferroviaires et des pices - Partie 3 : Exigences deconceptionBahnanwendungen - Schweien von Schienenfahrzeugenund -fahrzeugteilen - Teil 3: KonstruktionsvorgabenThis European Standard was approved by CEN on

20、26 August 2007.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 standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be

21、obtained on application to the CEN 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Mana

22、gement Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norwa

23、y, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and

24、by any means reservedworldwide for CEN national Members.Ref. No. EN 15085-3:2007: EEN 15085-3:2007 (E) 2 Contents Page Foreword5 Introduction .6 1 Scope 7 2 Normative references 7 3 Terms and definitions .8 4 Design requirements .8 4.1 General8 4.2 Joint static dimensioning .8 4.3 Joint fatigue dime

25、nsioning .9 4.4 Stress categories and stress factors.9 4.5 Safety categories .10 4.6 Weld performance classes .10 4.7 Weld inspection classes .11 4.8 Relationship between stress category, safety category, weld performance class, quality levels for imperfections, inspection class and testing12 5 Qual

26、ity levels for imperfections .13 5.1 General13 5.2 Quality levels for imperfections .13 6 Choice of parent metals and welding consumables15 6.1 Choice of parent metals 15 6.2 Choice of welding consumables15 7 Weld joint design .16 7.1 General16 7.2 Welding in cold formed areas.16 7.3 Manufacturing p

27、rovisions.17 7.4 Joint preparation28 Annex A (informative) List of welded joints .29 Annex B (informative) Joint preparation of welds .30 Annex C (informative) Joint preparation for plug welds .38 Annex D (informative) Types of joints in relation to stresses and inspection classes39 Annex E (informa

28、tive) Welded joint validation chart .40 Annex F (normative) Resistance spot welding 41 F.1 General41 F.2 Minimum shear pull forces .45 Annex G (informative) Determination of safety category for welded joints47 Annex H (informative) Welding of 6000 series aluminium alloy extrusions Recommendations fr

29、om the Aljoin project for improved crashworthiness48 Bibliography 49 DIN EN 15085-3:2010-01 EN 15085-3:2007 (E) 3 Figures Figure 1 Example of box girder with high stress level in the tension flange 17 Figure 2 Butt joint on parts of dissimilar thickness.18 Figure 3 Weldability access for plug and sl

30、ot welds .19 Figure 4 Dimensions for plug and slot welds .19 Figure 5 Minimum distance between molten areas20 Figure 6 Stiffeners fitted perpendicularly to a longitudinal weld20 Figure 7 Filler and drain ports 20 Figure 8 Design of gusset and stiffener ends.21 Figure 9 Gusset shape 21 Figure 10 Weld

31、 return 22 Figure 11 Edge distance for fillet welds 22 Figure 12 Minimum overlapping distance for overlapping welds.23 Figure 13 Example of run-on and run-off plates for butt welds23 Figure 14 Clamped joints 24 Figure 15 Mixed assemblies .25 Figure 16 Corrosion locations25 Figure 17 Weld toe improve

32、ment .26 Figure 18 Intermittent welds .28 Figure D.1 Types of joints in relation to stresses and inspection classes39 Figure F.1 Resistance spot welding of angled profiles and plates.41 Figure F.2 Resistance spot welding of plates, single row.42 Figure F.3 Resistance spot welding of plates, double r

33、ow .42 Figure F.4 Resistance spot welding of plates, double row, offset42 Tables Table 1 Stress categories10 Table 2 Weld performance classes 11 Table 3 Correspondence between weld performance classes and inspection classes.12 Table 4 Relationship between stress category, safety category, weld perfo

34、rmance class, quality levels for imperfections, inspection class and testing.12 Table 5 Quality levels for imperfections for steel related to weld performance class .13 Table 6 Quality levels for imperfections for aluminium and its alloys related to weld performance class.14 Table 7 Quality levels f

35、or imperfections for laser and electron beam welding for steel related to the weld performance class .14 Table 8 Quality levels for imperfections for laser and electron beam welding for aluminium and its alloys related to the weld performance class .15 Table 9 Welding in cold formed areas (for steel

36、)17 DIN EN 15085-3:2010-01 EN 15085-3:2007 (E) 4 Table B.1 Joint preparations and throat thicknesses of welds.30 Table C.1 Joint preparations and throat thicknesses of plug welds 38 Table F.1 Spot spacing, distance from edge.41 Table F.2 Quality requirements.43 Table F.3 Surface quality.45 Table F.4

37、 Minimum shear pull forces for resistance spot welding joints of steel for weld performance classes CP C1, CP C2 and CP C346 Table F.5 Minimum shear pull force for resistance spot welding joints of aluminium and alloys for the weld performance classes CP C1, CP C2 and CP C3 46 DIN EN 15085-3:2010-01

38、 EN 15085-3:2007 (E) 5 Foreword This document (EN 15085-3:2007) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, 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

39、by endorsement, at the latest by April 2008, and conflicting national standards shall be withdrawn at the latest by April 2008. This series of European Standards EN 15085 “Railway applications Welding of railway vehicles and components“ consists of the following parts: Part 1: General Part 2: Qualit

40、y requirements and certification of welding manufacturer Part 3: Design requirements Part 4: Production requirements Part 5: Inspection, testing and documentation 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

41、shall not be held responsible for identifying any or all such patent rights. 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, Cyprus, Czech Republic, Denmark,

42、Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. DIN EN 15085-3:2010-01 EN 15085-3:2007 (E) 6 Introduction Welding is a

43、 special process in the manufacture of railway vehicles and their parts. The required provisions for this process are laid down in the standards series EN ISO 3834. The basis of these provisions is the basic technical welding standards in respect of the special requirements for the construction of r

44、ailway vehicles. This European Standard is aimed at defining the terms of enforcement applicable to European Standards; it is not construed as a substitute to these standards. This European Standard can also be used by internal and external parties, including certification bodies, to assess the orga

45、nisations ability to meet customer, regulatory and the organisations own requirements. DIN EN 15085-3:2010-01 EN 15085-3:2007 (E) 7 1 Scope This series of standards applies to welding of metallic materials in the manufacture and maintenance of railway vehicles and their parts. This part of the serie

46、s specifies design and classification rules applicable to the manufacture and maintenance of railway vehicles and their parts. Upon agreement with the customer, drawings issued prior to this European Standard may be subject to the provisions of this European Standard. This European Standard does not

47、 define parameters for the dimensioning (refer to other standards e.g. on fatigue testing). 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 editi

48、on of the referenced document (including any amendments) applies. EN 1011-2, Welding Recommendations for welding of metallic materials Part 2: Arc welding of ferritic steels EN 1708-2, Welding Basic weld joint details in steel Part 2: Non internal pressurized components EN 10025-2, Hot rolled produc

49、ts of structural steels Part 2: Technical delivery conditions for non-alloy structural steels EN 12663, Railway applications Structural requirements of railway vehicle bodies EN 13749, Railway applications Wheelsets and bogies Methods of specifying structural requirements of bogie frames EN 15085-1:2007, Railway applications Welding of railway vehicles and components Part 1: General EN 15085-2:2007, Railway applications Welding of railway vehicl