EN 13674-3-2006 en Railway applications - Track - Rail - Part 3 Check rails (Incorporates Amendment A1 2010)《轨道交通 轨道 铁轨 第3部分 护轨》.pdf

1、BRITISH STANDARDBS EN 13674-3:2006+A1:2010 Railway applications Track Rail Part 3: Check railsICS 93.100g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g3

2、6g58National forewordThis British Standard is the official English language version of EN 13674-3:2006+A1:2010. It supersedes BS EN 13674-3:2006, which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway track components.The start and finish of te

3、xt introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by !“.A list of organizations represented on this committee can be obtained on request to its

4、secretary.This publication does not purport 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 13674-3:2006+A1:2010This British Standard waspublished under th

5、e authorityof the Standards Policy andStrategy Committeeon 31 May 2006 BSI 2010Amendments/corrigenda issued since publicationAmd. No. Date Comments 30 September 2010 Implementation of CEN amendment A1:2010ISBN 978 0 580 63890 9EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13674-3:2006+A1 July

6、 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 on 13 Feb

7、ruary 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 bibliographica

8、l 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 of a CEN

9、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, Iceland, Ire

10、land, 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 Marnix

11、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 to be su

12、pplied 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 quality .

13、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 (Recast)“ 2

14、0Bibliography . 23BS EN 13674-3:2006+A1:2010EN 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 status of

15、 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 subject

16、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 indicated

17、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 Annex Z

18、A, 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 railway

19、 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 fixed

20、 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: Approval o

21、f 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; BS EN 13674-3:2006+A1:2010EN 13674-3:2006+A1:2010 (E) 4 !EN 14811“ Railway applications Track Special purpose

22、 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.“

23、 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, Irelan

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

25、designed 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 ap

26、plication 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 a

27、nd 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

28、 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

29、 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 follo

30、wing 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. BS EN 13674-3:2006+A1:2010EN 13674-3:2006+A1:2010 (E) 6 The steel names and steel numbers are allocate

31、d in 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 0,0

32、40 Not 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 32

33、0/360 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 Manufactur

34、e 7.1 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 requireme

35、nts 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 c

36、omplies 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. BS EN 13674

37、-3:2006+A1:2010EN 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

38、immersion 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

39、 maximum 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 r

40、ail form. 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 T

41、able 1 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 samp

42、les shall 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 an

43、y test 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 approximate

44、ly prior 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. BS EN 13674-3:2006+A1:2010EN 13674-3:2006+A1:2010 (E) 8 8.4

45、Profile tolerances 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

46、.5 Straightness 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 ga

47、p exceeds 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. BS EN 13674-3:2006+A1:2010EN 13674-3:20

48、06+A1:2010 (E) 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

49、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 do not quote tolerances are supposed to be executed state-of-the-art. BS EN 13674-3:2006+A1:2010EN 13674-3:2006+A1:2010 (E) 10 Dimensions in millimetres Key 1 93 1 to faces intersection 2 92,805 rail height Cross-sectional area : 42,02 cm2Mass per metre : 32,99 kg/m Moment of inertia x-x axi