BS EN 15085-3-2007 Railway applications - Welding of railway vehicles and components - Design requirements《轨道交通 铁路车辆和组件的焊接 设计要求》.pdf
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1、BRITISH STANDARDBS EN 15085-3:2007Railway applications Welding of railway vehicles and components Part 3: Design requirementsICS 25.160.10; 45.060.01g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g3
2、9g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Incorporating corrigendumDecember 2009National forewordThis British Standard is the UK implementation of EN 15085-3:2007, incorporating corrigendum December 2009. The UK participation in its preparation was entrusted by Technical Committee RAE/1, Rail
3、way applications, to Subcommittee RAE/1/-/2, Structural requirements and welding.A list of organizations represented on this Subcommittee can be obtained on request to its secretary. “Normative” A (mandatory) requirement defined as an expression in the content of a document conveying criteria to be
4、fulfilled if compliance with the document is to be claimed and from which no deviation is permitted CEN/CENELEC Internal Regulations, Part 3: Rules for the Structure and Drafting of European Standards (PNE-Rules). “Informative” Information (not mandatory) intended to assist the understanding or use
5、of the document. Informative annexes shall not contain requirements, except as optional requirements. (For example, a test method that is optional may contain requirements but there is no need to comply with these requirements to claim compliance with the document.)This publication does not purport
6、to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 15085-3:2007This British Standard was published under the authority of the Standards Policy and Strategy Com
7、mittee on 30 November 2007 BSI 2010Amendments/corrigenda issued since publicationDate Comments 28 February 2010 Implementation of CEN corrigendum December 2009; Table B.1 amendedISBN 978 0 580 70130 6EUROPEAN STANDARDNORME EUROP ENNEEUROP ISCHE NORMEN 15085-3October 2007ICS 25.160.10; 45.060.01Engli
8、sh VersionRailway applications - Welding of railway vehicles andcomponents - Part 3: Design requirementsApplications ferroviaires - Soudage des vhiculesferroviaires et des pices - Partie 3 : Exigences deconceptionBahnanwendungen - Schweien von Schienenfahrzeugenund -fahrzeugteilen - Teil 3: Konstruk
9、tionsvorgabenThis European Standard was approved by CEN on 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 bibliogra
10、phical references concerning such nationalstandards may be 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 CE
11、N member into its own language and notified to the CEN Management 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, Ital
12、y, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROP EN DE NORMALISATIONEUROP ISCHES KOMITEE F R NORMUNGManagement Centre: rue de Stassart, 36 B-1050
13、 Brussels 2007 CEN All rights of exploitation in any form and 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 Ge
14、neral8 4.2 Joint static dimensioning .8 4.3 Joint fatigue dimensioning .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 l
15、evels for imperfections, inspection class and testing12 5 Quality 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 Gen
16、eral16 7.2 Welding in cold formed areas.16 7.3 Manufacturing provisions.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
17、relation to stresses and inspection classes39 Annex E (informative) 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) Weldin
18、g of 6000 series aluminium alloy extrusions Recommendations from the Aljoin project for improved crashworthiness48 Bibliography 49 BS EN 15085-3:2007EN 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
19、 thickness.18 Figure 3 Weldability access for plug and slot 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
20、stiffener ends.21 Figure 9 Gusset shape 21 Figure 10 Weld 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 F
21、igure 16 Corrosion locations25 Figure 17 Weld toe improvement .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.
22、42 Figure F.3 Resistance spot welding of plates, double row .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 Relation
23、ship between stress category, safety category, weld performance 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 rela
24、ted to weld performance class.14 Table 7 Quality levels for 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
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