DIN EN 13674-3-2010 Railway applications - Track - Rail - Part 3 Check rails German version EN 13674-3 2006+A1 2010《轨道交通 轨道 铁轨 第3部分 护轨 德文版本EN 13674-3-2006+A1-2010》.pdf

《DIN EN 13674-3-2010 Railway applications - Track - Rail - Part 3 Check rails German version EN 13674-3 2006+A1 2010《轨道交通 轨道 铁轨 第3部分 护轨 德文版本EN 13674-3-2006+A1-2010》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13674-3-2010 Railway applications - Track - Rail - Part 3 Check rails German version EN 13674-3 2006+A1 2010《轨道交通 轨道 铁轨 第3部分 护轨 德文版本EN 13674-3-2006+A1-2010》.pdf（25页珍藏版）》请在麦多课文档分享上搜索。

1、December 2010 Translation by DIN-Sprachendienst.English price group 13No 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).I

2、CS 93.100!$ld0“1736513www.din.deDDIN EN 13674-3Railway applications Track - Rail Part 3: Check rails (includes Amendment A1:2010)English translation of DIN EN 13674-3:2010-12Bahnanwendungen Oberbau - Schienen Teil 3: Radlenkerschienen (enthlt nderung A1:2010)Englische bersetzung von DIN EN 13674-3:2

3、010-12Applications ferroviaires Voie - Rails Partie 3: Contre-rails (Amendement A1:2010 inclus)Traduction anglaise de DIN EN 13674-3:2010-12SupersedesDIN EN 13674-3:2006-08www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.2512.10 DIN

4、 EN 13674-3:2010-12 A comma is used as the decimal marker. 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 an

5、d Iron Standards Committee), Working Committee NA 021-00-12 AA Gleisoberbauerzeugnisse. Amendments This standard differs from DIN EN 13674-3:2006-08 as follows: a) normative references in the foreword have been revised; b) Table 1 “Chemical composition and hardness” has been revised: “V” has been re

6、placed by “Vmax”; the value Smax for R320Cr Liquid has been reduced to “0,020 %”; c) Annex ZA has been revised; d) Table ZA.2 has been included; e) the standard has been editorially revised. Previous editions DIN EN 13674-3: 2006-08 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13674-3:2006

7、+A1 July 2010 ICS 93.100 Supersedes EN 13674-3:2006English Version Railway applications - Track - Rail - Part 3: Check rails Applications ferroviaires - Voie - Rails - Partie 3: Contre-rails Bahnanwendungen - Oberbau - Schienen - Teil 3: Radlenkerschienen This European Standard was approved by CEN o

8、n 13 February 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 giving this European Standard the status of a national standard without any alteration. Up-to-date lists and biblio

9、graphical 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 versions (English, French, German). A version in any other language made by translation under the responsibility o

10、f 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, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Icel

11、and, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue

12、 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 13674-3:2006+A1:2010: EEN 13674-3:2006+A1:2010 (E) 2 Contents Page Foreword 31 Scope 52 Normative references 53 Terms and definitions .54 Information

13、to be supplied by the purchaser .55 Steel grades 56 Profile drawings/properties/mass 67 Manufacture 67.1 Product integrity 67.2 Identification .68 Acceptance tests .78.1 Chemical composition 78.2 Hydrogen 78.3 Hardness .78.4 Profile tolerances .88.5 Straightness and twist 88.6 Cutting 88.7 Surface q

14、uality .8Annex A (normative) Rail profiles .9Annex 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 (Re

15、cast)“ 20Bibliography . 23DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E) 3 Foreword This European Standard (EN 13674-3:2006+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 stat

16、us of a national standard, either 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 sub

17、ject of patent rights. CEN and/or 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 13674-3:2006. The start and finish of text introduced or altered by amendment is indic

18、ated in the text by tags!“X !This 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 An

19、nex ZA, which is an integral part of this document.“ This part of EN 13674 is the third 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 ra

20、ilway rails 46 kg/m and above; Part 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

21、fixed plant; !EN 14587-2“ Railway 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: Appro

22、val of welding processes; !EN 14730-2“ Railway applications Track Aluminothermic welding of rails Part 2: Qualification of aluminothermic welders, approval of contractors and acceptance of welds; DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E) 4 !EN 14811“ Railway applications Track Special purpo

23、se rail Grooved and associated construction; !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

24、.“ 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, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Irel

25、and, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E) 5 1 Scope This European Standard specifies check rail profiles which have been d

26、esigned for this purpose. It does not cover guard rails which are to protect vehicle, bridge, viaduct and other structures in the event of a derailment. Three grades of steel and five rail profiles are specified. 2 Normative references The following referenced documents are indispensable for the app

27、lication of this European Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN ISO 6506-1, Metallic materials Brinell hardness test Part 1: Test method (ISO 6506-1:2005) 3 Terms an

28、d definitions For the purposes of this document, the following terms and definitions apply. 3.1 check rail rail laid close to the gauge face of a running rail which does not carry a railway wheel but ensures, by guidance of the wheel, the safe passage of both wheels of the axle through small radius

29、curves, switches, crossings by not allowing the flange of either wheel to ride up over the running surface of the running rails 3.2 guard rail non-running rail mounted either inside or outside the running rail to protect vehicle, bridge, viaduct and other structures in the event of a derailment 3.3

30、acceptance tests tests carried out as part of the process and product control system, normally on a heat, sequence or tonnage basis 3.4 running rail profile that is designed to carry a railway wheel 4 Information to be supplied by the purchaser The purchaser shall supply the supplier with the follow

31、ing information when inviting tenders to supply: a) rail profiles (see Annex A); b) steel grades (see Table 1); c) lengths of rail. 5 Steel grades The applicable steel grades are given in Table 1. DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E) 6 The steel names and steel numbers are allocated in

32、 accordance with EN 10027-1 and EN 10027-2. Table 1 Chemical composition and hardness ! Steel grade % by mass 10-4% (ppm) max. HBW aSteel name Steel number Sample C Si Mn P max S max Cr V max H R200 1.0521 Liquid Solid 0,40/0,60 0,38/0,62 0,15/0,580,13/0,600,70/1,200,65/1,250,035 0,040 0,035 0,040 N

33、ot specified b3,5 3,5 200/240 R260 1.0623 Liquid Solid 0,62/0,80 0,60/0,82 0,15/0,580,13/0,600,70/1,200,65/1,250,025 0,030 0,025 0,030 2,5 2,5 260/300 R320Cr 1.0915 Liquid Solid 0,60/0,80 0,58/0,82 0,50/1,100,48/1,120,80/1,200,75/1,250,020 0,025 0,020 0,030 0,80/1,200,75/1,250,18 0,20 2,5 2,5 320/36

34、0 aHBW: Hardness at contact surface. bCr and V not to be added intentionally. “ 6 Profile drawings/properties/mass Rail profiles, dimensions, properties and !linear mass“ are given in Annex A, Figures A.1 to A.5. Rail transition points are also given in Annex A, Figures A.6 to A.10. 7 Manufacture 7.

35、1 Product integrity Rails shall be produced under a comprehensive system of factory production control, which shall ensure confidence in the conformity of the finished product. The system shall address this European Standard to ensure that the finished products consistently comply with requirements

36、to achieve the product integrity necessary to provide assurance of product safety in track. Manufacturers shall demonstrate continuing compliance, including documented evidence, with the factory production control system required. Manufacturers having a factory production control system, which compl

37、ies with EN ISO 9001, shall be recognised as satisfying the minimum requirements specified by this clause. 7.2 Identification The rail shall carry an identification to show the manufacturer the number of the heat, the grade of steel and the rail profile. Cold stamping is not allowed. DIN EN 13674-3:

38、2010-12 EN 13674-3:2006+A1:2010 (E) 7 8 Acceptance tests 8.1 Chemical composition Chemical composition limits for these steel grades are given in Table 1. 8.2 Hydrogen The hydrogen content of the liquid steel shall be measured by determining pressure of hydrogen in the steel using an on-line immersi

39、on probe system. At least two liquid samples shall be taken from the first heat of any sequence using a new tundish and one from each of the remaining heats and analysed for hydrogen content. The first sample from the first heat in a sequence shall be taken from the tundish at the time of the maximu

40、m hydrogen concentration. The heats shall be assessed according to hydrogen content in accordance with Table 2. The blooms from group 1 heats shall be deemed to be satisfactory. The blooms from group 2 heats shall be slowly cooled or isothermally treated and all heats shall be tested in the rail for

41、m. Table 2 Hydrogen content of heats Heats Hydrogen content 10-4% (ppm) Steel grade R200 All other steel grades Group 1 3,5 2,5 Group 2 3,5 2,5 If the hydrogen contents of the first samples of a first heat or the heat sample of a second or further heat do not comply with the requirements of Table 1

42、then the blooms made before those samples are taken shall be slowly cooled or isothermally treated. Also all blooms made before the hydrogen content eventually complies with the requirements in Table 1 shall be slowly cooled or isothermally treated. When testing of rails is required rail samples sha

43、ll be taken at the hot saw at a frequency of one per heat at random. However on the first heat in a sequence, the rail sample shall be from the last part of a first bloom teemed on any strand. Hydrogen determination shall be carried out on samples taken from the centre of the rail head. If any test

44、result fails to meet the requirements stated in Table 1 the heat shall be rejected. 8.3 Hardness Brinell hardness tests shall be carried out on the contact surface in accordance with EN ISO 6506-1, at a frequency of one test per heat. The surface is prepared by grinding off 0,5 mm approximately prio

45、r to testing. The hardness values shall meet the requirements shown in Table 1. NOTE Tensile properties are not required by this European Standard. However, they are generally similar to those of the comparable grades of EN 13674-1. DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E) 8 8.4 Profile to

46、lerances The nominal dimensions of the check rail profile and the actual dimensions anywhere on the rail shall not differ by more than the tolerances given on the profile drawings in Annex A, Figures A.1 to A.5. Check rail transition points are also given in Annex A, Figures A.6 to A.10. 8.5 Straigh

47、tness and twist The tolerance for straightness shall be 1,5 mm over any length of 1,5 m in any plane. If the rail shows evidence of twist on an inspection bed, it will be checked by inserting feeler gauges between the base of the check rail and the rail skid nearest the rail end. If the gap exceeds

48、5 mm the rail shall be rejected. 8.6 Cutting The tolerance on length shall be plus or minus 10 mm. 8.7 Surface quality The maximum permissible depth of imperfection shall be 1 mm. Protrusions on the contact face shall be dressed to shape by grinding. DIN EN 13674-3:2010-12 EN 13674-3:2006+A1:2010 (E

49、) 9 Annex A (normative) Rail profiles Table A.1 List of profiles and previous check rail profiles Figure No Profile Previous profile A.1 33C1 U69, UIC33, RL 1-60 A.2 36C1 RL 1-49 A.3 40C1 Cr 1-60U A.4 47C1 Cr 4-60U A.5 48C1 RL 1-54 Table A.2 Transition points Figure No Profile Previous profile A.6 33C1 U69, UIC33, RL 1-60 A.7 36C1 RL 1-49 A.8 40C1 Cr 1-60 A.9 47C1 Cr 4-60U A.10 48C1 RL 1-54 NOTE Dimensions that d