DIN EN 13674-2-2011 Railway applications - Track - Rail - Part 2 Switch and crossing rails used in conjunction with Vignole railway rails 46 kg m and above German version EN 13674-.pdf

《DIN EN 13674-2-2011 Railway applications - Track - Rail - Part 2 Switch and crossing rails used in conjunction with Vignole railway rails 46 kg m and above German version EN 13674-.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13674-2-2011 Railway applications - Track - Rail - Part 2 Switch and crossing rails used in conjunction with Vignole railway rails 46 kg m and above German version EN 13674-.pdf（112页珍藏版）》请在麦多课文档分享上搜索。

1、January 2011 Translation by DIN-Sprachendienst.English price group 31No part of this translation 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).IC

2、S 93.100!$m,S“1740948www.din.deDDIN EN 13674-2Railway applications Track - Rail Part 2: Switch and crossing rails used in conjunction with Vignolerailway rails 46 kg/m and above (includes Amendment A1:2010)English translation of DIN EN 13674-2:2011-01Bahnanwendungen Oberbau - Schienen Teil 2: Schien

3、en fr Weichen und Kreuzungen, die in Verbindung mit Vignolschienen ab46 kg/m verwendet werden (enthlt nderung A1:2010)Englische bersetzung von DIN EN 13674-2:2011-01Applications ferroviaires Voie - Rails Partie 2: Rails pour appareils de voie utiliss avec des rails Vignole de masse suprieureou gale

4、46 kg/m (Amendement A1:2010 inclus)Traduction anglaise de DIN EN 13674-2:2011-01SupersedesDIN EN 13674-2:2006-08www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.11201.11 DIN EN 13674-2:2011-01 A comma is used as the decimal marker.

5、National foreword This standard has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Eisen und Stahl (Steel and Iron Standards Committee), Working Committee NA 021-00-12

6、 AA Gleisoberbauerzeugnisse. Amendments This standard differs from DIN EN 13674-2:2006-08 as follows: a) normative references in the foreword have been revised; b) new rail profiles have been included; c) in Clause 4 “Information to be supplied by the purchaser”, item g) cold stamping on the cut sur

7、face has been added; d) in Table 1 “Steel grades”, the description of steel grade R350LHT has been changed; e) in Table 2 “Testing frequency”, the frequency for steel grades R350HT and R350LHT has been changed to read: “one per 100 tons”; f) Table 5 “Hardness testing positions and requirements” has

8、been revised; g) Table 6 “Profile tolerances” has been revised; h) in Subclause 9.2.3 “Cutting and drilling”, the rail length tolerance has been changed to read: “0/+100 mm”; i) in Subclause 9.4.2.3 “Dressing of surface imperfections”, Figure 11a) has been revised; j) in Annex A “Rail profiles”, Tab

9、les A.1 and A.2 have been revised; k) in Figure A.6 “Rail profile 60E1A2”, static properties have been modified; l) Figure A.15 “Rail profile 60E1A4” and the key have been revised; m) Figures A.34, A.50, A.54, A.55 to A.64 and A.65 have been added; n) Annex ZA has been brought in line with EU Direct

10、ive 2008/57/EC; o) the standard has been editorially revised. Previous editions DIN EN 13674-2: 2006-08 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13674-2:2006+A1 July 2010 ICS 93.100 Supersedes EN 13674-2:2006English Version Railway applications - Track - Rail - Part 2: Switch and cross

11、ing rails used in conjunction with Vignole railway rails 46 kg/m and above Applications ferroviaires - Voie - Rails - Partie 2: Rails pour appareils de voie utiliss avec des rails Vignole de masse suprieure ou gale 46 kg/m Bahnanwendungen - Oberbau - Schienen - Teil 2: Schienenfr Weichen und Kreuzun

12、gen, die in Verbindung mit Vignolschienen ab 46 kg/m verwendet werden This European Standard was approved by CEN on 16 January 2006 and includes Amendment 1 approved by CEN on 15 May 2010. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for gi

13、ving 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 Management Centre or to any CEN member. This European Standard exists in three official v

14、ersions (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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belg

15、ium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, 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. EUROPEAN COMM

16、ITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13674-2:2006+A1:2010: EEN 13674-2:200

17、6+A1:2010 (E) 2 Contents Page Foreword 3Introduction . 51 Scope 72 Normative references 73 Terms and definitions . 74 Information to be supplied by the purchaser . 85 Steel grades 96 Dimensions, static properties, linear mass and tolerances 97 Manufacture 107.1 Product integrity 107.1.1 Factory prod

18、uction control . 107.1.2 Best practice manufacture 107.2 Blooms 107.3 Rails 107.4 Identification . 107.4.1 Branding . 107.4.2 Hot stamping 117.4.3 Cold stamping 117.4.4 Other identification 118 Qualification of the manufacturer 129 Acceptance tests . 129.1 Laboratory tests . 129.1.1 General 129.1.2

19、Chemical composition 129.1.3 Microstructure 169.1.4 Decarburisation 179.1.5 Oxide cleanness. 179.1.6 Sulfur prints 179.1.7 Hardness . 189.1.8 Tensile tests . 199.1.9 Retest procedures . 199.2 Dimension tolerances . 199.2.1 Profile 199.2.2 Straightness, surface flatness and twist . 209.2.3 Cutting an

20、d drilling 249.3 Gauges 249.4 Inspection for internal quality and surface quality 249.4.1 Internal quality . 249.4.2 Surface quality . 26Annex A (normative) Rail profiles . 38Annex B (informative) Comparison of steel designations referred to in this standard compared to those in EN 10027-1 and EN 10

21、027-2 107Annex ZA (informative) !Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC of the European Parliament and of the Council of 17 June 2008 on the interoperability of the rail system within the Community (Recast)“ . 108Bibliography 110 DIN EN

22、13674-2:2011-01 EN 13674-2:2006+A1:2010 (E) 3 Foreword This European Standard (EN 13674-2:2006+A1:2010) 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

23、 by publication of an identical text or by endorsement, at the latest by January 2011, and conflicting national standards shall be withdrawn at the latest by January 2011. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or

24、 CENELEC shall not be held responsible for identifying any or all such patent rights. This document includes Amendment 1 approved by CEN on 15 May 2010. This document supersedes EN 13674-2:2006. The start and finish of text introduced or altered by amendment is indicated in the text by tags!“X !This

25、 document has been prepared under a mandate given to CEN/CENELEC/ETSI by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, see informative Annex ZA, which is an integral part

26、 of this document.“ This part of EN 13674 is the second of the series EN 13674 Railway applications Track Rail which consists of the following parts: Part 1: Vignole railway rails 46 kg/m and above; Part 2: Switch and crossing rails used in conjunction with Vignole railway rails 46 kg/m and above; P

27、art 3: Check rails; Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m. !Other published standards include the following:“ !EN 14587-1“ Railway applications Track Flash butt welding of rails Part 1: New R220, R260, R260Mn and R350HT grade rails in a fixed plant; !EN 14587-2“ Railwa

28、y applications Track Flash butt welding of rails Part 2: New R220, R260, R260Mn and R350HT grade rails by mobile welding machines at sites other than at a fixed plant; !deleted text“ !EN 14730-1“ Railway applications Track Aluminothermic welding of rails Part 1: Approval of welding processes; !EN 14

29、730-2“ Railway applications Track Aluminothermic welding of rails Part 2: Qualification of aluminothermic welders, approval of contractors and acceptance of welds; !EN 14811“ Railway applications Track Special purpose rail Grooved and associated construction; DIN EN 13674-2:2011-01 EN 13674-2:2006+A

30、1:2010 (E) 4 !EN 15594“ Railway applications Track Restoration of rails by electric arc welding. !Another standard planned for publication is: prEN 14587-3 Railway applications Track Flash butt welding of rails Part 3: Welding in association with crossing construction.“ According to the CEN/CENELEC

31、Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, L

32、uxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 13674-2:2011-01 EN 13674-2:2006+A1:2010 (E) 5 Introduction This introduction provides an explanation of the concepts and reasoning used in the drafting of t

33、his European Standard. Its inclusion also ensures that during future revisions, restrictions are removed where technology progresses and held where it does not, thus ensuring continued safety as new manufacturers, products and technologies are introduced. The most commonly used standards of the worl

34、d for the supply of railway rails have been reviewed during the preparation of this European Standard. However, modern rail production technology within the European Union has demanded a completely new look at the philosophy and content of this part of EN 13674. Whenever possible this part of EN 136

35、74 is performance based, recognises the European Quality System standard EN ISO 9001 and requires manufacturers to offer the latest proven technology to consistently satisfy the demanding quality of the required product. Rail grading is based on hardness rather than tensile strength. The acceptance

36、tests have been designed to control those characteristics of the rail steel and rail that are of relevance to the production of high quality rails and the demands of the railway. The steel grades covered by this part of EN 13674 reflect trends in railway usage and heat treated rails are included. Th

37、e standard includes rail profiles for switch and crossing rails used in conjunction with Vignole rails having a linear mass 46 kg/m and above. To ensure the supply of high quality rails, some restrictions on production processes have been imposed. This European Standard supersedes other standards co

38、vered by the scope. In addition CEN required, where possible, a performance based standard, taking into account safety implications and at the same time addressing modern production technology. It was recognised that there would be few opportunities (and these would have to be for transparent safety

39、 considerations) for derogation from this European Standard to operate between the user and the manufacturer. This European Standard reflects this change in philosophy from the traditional content of rail standards. A review was undertaken of the most commonly used rail standards of the world. All r

40、elevant aspects important to both user and manufacturer were considered with the aim of ensuring that all of the content had specific usefulness and relevance. For example rail grading and much of this European Standard has been based on hardness rather than tensile strength. Whilst the two are dire

41、ctly related, hardness is very quick and cheap to carry out and provides more relevant guidance to the user particularly where properties vary in different parts of the profile. Since many rail manufacturers would not have previously carried out proving trials, the standard includes a prerequisite f

42、or all manufacturers to prove conformity against a set of qualifying test criteria at the time of tendering. The qualifying tests include all “normal” acceptance test results plus new type-casting features such as fracture toughness, fatigue and residual stress (see EN 13674-1). To provide users wit

43、h the necessary confidence, acceptance limits have been based on results from rail known to have performed well in demanding track installations. One aspect of the standard, which is a complete break from tradition, is the inclusion of quality assurance and inspection clause as part of product integ

44、rity. In order that quality management systems are consistent across all manufacturers and that users have the best assurance for the consistency of required product quality on this safety critical component of the track, the rail standard requires that the manufacturers quality assurance systems ar

45、e at least equivalent to the requirements of EN ISO 9001. The inclusion of this requirement also reduces the need to incorporate detailed method and calibration descriptions on items such as normal chemical composition determination and the need to define more extensive testing. DIN EN 13674-2:2011-

46、01 EN 13674-2:2006+A1:2010 (E) 6 Ideally, manufacturing techniques should not be referenced in a product standard. However, some rail attributes are either not known in an exact manner or are not measurable with satisfactory statistical significance. In such cases best practice manufacturing techniq

47、ues have been included as a last resort. The equipment specified is that which gives the best probability of achieving the required product for use in track. In the future new technology can add to, but preferably will reduce or delete such items. Examples of areas where the technological state of t

48、he art renders the standard less than complete include: oxide/oxygen relationships; hydrogen test techniques; roller straightening effects on residual stresses; roller straightening effects on contact scrub; measurement and effect of residual stresses throughout the rail. DIN EN 13674-2:2011-01 EN 1

49、3674-2:2006+A1:2010 (E) 7 1 Scope This part of EN 13674 specifies switch and crossing rails that carry railway wheels. These are used in conjunction with Vignole railway rails. This part of this standard is not applicable for the check rails that do not carry railway wheels. Eight pearlitic steel grades are specified covering a hardness range of 200 HBW to 390 HBW and include non heat treated no