BS EN 13674-3-2006 Railway applications - Track - Rail - Check rails《轨道交通 轨道 铁轨 护轨》.pdf

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1、BRITISH STANDARDBS EN 13674-3:2006Railway applications Track Rail Part 3: Check railsThe European Standard EN 13674-3:2006 has the status of a British StandardICS 93.100g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40

2、g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIBS EN 13674-3:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 May 2006 BSI 2006Na

3、tional forewordThis British Standard is the official English language version of EN 13674-3:2006. The UK participation in its preparation was entrusted to Technical Committee RAE/2,Railway track components, which has the responsibility to: aid enquirers to understand the text; present to the respons

4、ible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developments and promulgate them in the UK.A list of organizations represented on this committee can be obtained on request t

5、o its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electron

6、ic Catalogue or of British Standards Online.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 does not of itself confer immunity from legal obligations.Summary of pagesThis doc

7、ument comprises a front cover, an inside front cover, the EN title page, pages 2 to 21 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsISBN 0 580 48360 6Licensed Copy: Wang Bin,

8、na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13674-3 April 2006 ICS 93.100 English Version Railway applications - Track - Rail - Part 3: Check rails Applications ferroviaires - Voie Rails - Partie 3: Contre-rails Bahnanwendungen - O

9、berbau - Schienen - Teil 3: Radlenkerschienen This European Standard was approved by CEN on 13 February 2006. 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 alter

10、ation. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by transl

11、ation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hu

12、ngary, Iceland, 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 Cen

13、tre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13674-3:2006: ELicensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 2 Contents Page F

14、oreword3 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Information to be supplied by the purchaser .5 5 Steel grades5 6 Profile drawings/properties/mass6 7 Manufacture6 7.1 Product integrity 6 7.2 Identification.6 8 Acceptance tests .6 8.1 Chemical composition 6 8.2 Hydrogen 7 8.3

15、Hardness.7 8.4 Profile tolerances.7 8.5 Straightness and twist 8 8.6 Cutting 8 8.7 Surface quality .8 Annex A (normative) Rail profiles9 Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 96/48/EC of 23 July 1996 on the interoperability

16、of the trans-European high-speed rail system amended by the EU Directive 2004/50/EC of 29 April 2004. 20 Bibliography. 21 Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 3 Foreword This European Standard (EN 13674-3:2006) has been prepared by

17、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 by endorsement, at the latest by October 2006, and conflicting national standards sha

18、ll be withdrawn at the latest by October 2006. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association to support Essential Requirements of EU Directive 96/48/EC of 23 July 1996 on the interoperability of the trans-Euro

19、pean high-speed rail system amended by the Directive 2004/50/EC of the European Parliament and of the Council of 29 April 2004. For relationship with EU directives, see informative Annex ZA, which is an integral part of this European Standard. This part of EN 13674 is the third of the series EN 1367

20、4 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; Part 3: Check rails; Part 4: Vignole railway rails from 27 kg/m to, but exclud

21、ing 46 kg/m. Other standards planned for publication include the following: prEN 14587-1 Railway applications Track Flash butt welding of rails Part 1: New R220, R260, R260Mn and R350HT grade rails in a fixed plant; prEN 14587-2 Railway applications Track Flash butt welding of rails Part 2: New R220

22、, R260, R260Mn and R350HT grade rails by mobile welding machines at sites other than at a fixed plant; prEN 14587-3 Railway applications Track Flash butt welding of rails Part 3: Welding in association with crossing construction; prEN 14730-1 Railway applications Track Aluminothermic welding of rail

23、s Part 1: Approval of welding processes; prEN 14730-2 Railway applications Track Aluminothermic welding of rails Part 2: Qualification of aluminothermic welders, approval of contractors and acceptance of welds; prEN 14811 Railway applications Track Special purpose rail Grooved and associated constru

24、ction; prEN xxxxx Railway applications Track Restoration of rails by electric arc welding. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denma

25、rk, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 4 Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,

26、 Sweden, Switzerland and United Kingdom. Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 5 1 Scope This European Standard specifies check rail profiles which have been designed for this purpose. It does not cover guard rails which are to prote

27、ct 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 application of this European Standard. For dated references, only the edition

28、 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 and definitions For the purposes of this European Standard, the following te

29、rms 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 curves, switches, crossings by not allowing the flange of either

30、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 acceptance tests tests carried out as part of the process and pro

31、duct 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 following information when inviting tenders to supply: a) rail profiles

32、 (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. Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 6 The steel names and steel numbers are allocated in accordance

33、 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 3,5 3,5 200/24

34、0 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 Not specified b2,5 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 2,5 320/360 aHBW: Hardn

35、ess at contact surface. bCr and V not to be added intentionally. 6 Profile drawings/properties/mass Rail profiles, dimensions, properties and linear masses 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 7.1 Product integ

36、rity 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 to achieve the

37、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 complies with EN ISO

38、 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. 8 Acceptance tests 8.1 Chemica

39、l composition Chemical composition limits for these steel grades are given in Table 1. Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 7 8.2 Hydrogen The hydrogen content of the liquid steel shall be measured by determining pressure of hydroge

40、n in the steel using an on-line 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 fro

41、m the tundish at the time of the 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 al

42、l heats shall be tested in the rail form. Table 2 Hydrogen content of heats Hydrogen content 10-4% (ppm) Heats 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 c

43、omply with the requirements of Table 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 testin

44、g of rails is required rail samples 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 th

45、e centre of the rail head. If any 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

46、 grinding off 0,5 mm approximately 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. 8.4 Profile tolerances The n

47、ominal 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. Licensed Copy: Wang Bin,

48、na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 8 8.5 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 b

49、etween the base of the check rail and the rail skid nearest the rail end. If the gap 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. Licensed Copy: Wang Bin, na, Mon Aug 07 03:36:37 BST 2006, Uncontrolled Copy, (c) BSIEN 13674-3:2006 (E) 9 Annex A (normative) Rail profiles Table A.1 List