EN 13674-1-2011 en Railway applications - Track - Rail - Part 1 Vignole railway rails 46 kg m and above (Incorporates Amendment A1 2017)《铁路设备 轨道 铁轨 46 kg m以上的机车用丁字型铁轨》.pdf

《EN 13674-1-2011 en Railway applications - Track - Rail - Part 1 Vignole railway rails 46 kg m and above (Incorporates Amendment A1 2017)《铁路设备 轨道 铁轨 46 kg m以上的机车用丁字型铁轨》.pdf》由会员分享，可在线阅读，更多相关《EN 13674-1-2011 en Railway applications - Track - Rail - Part 1 Vignole railway rails 46 kg m and above (Incorporates Amendment A1 2017)《铁路设备 轨道 铁轨 46 kg m以上的机车用丁字型铁轨》.pdf（112页珍藏版）》请在麦多课文档分享上搜索。

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13674-1:2011Railway applications T r a c k R a i lPart 1: Vignole railway rails 46 kg/m and aboveBS EN 13674-1:2011 BRITISH STANDARDNational forewordThis British Standard i

2、s the UK implementation of EN 13674-1:2011.It supersedes BS EN 13674-1:2003+A1:2007, which is withdrawn. The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway Applications - Track.A list of organizations represented on this committee can beobtained on request to

3、its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. BSI 2011 ISBN 978 0 580 63873 2 ICS 45.080; 93.100 Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Stan

4、dard was published under the authority of theStandards Policy and Strategy Committee on 28 February 2011. Amendments issued since publicationDate T e x t a f f e c t e dBS EN 13674-1:2011EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13674-1 February 2011 ICS 93.100 Supersedes EN 13674-1:2003+

5、A1:2007English Version Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above Applications ferroviaires - Voie - Rails - Partie 1: Rails Vignole de masse suprieure ou gale 46kg/m Bahnanwendungen - Oberbau - Schienen - Teil 1: Vignolschienen ab 46 kg/m This European Sta

6、ndard was approved by CEN on 10 December 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 bibliographical references concerni

7、ng such national standards may be obtained on application to the CEN-CENELEC 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 member into i

8、ts own language and notified to the CEN-CENELEC 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, Ireland,

9、 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 17, B

10、-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13674-1:2011: EBS EN 13674-1:2011EN 13674-1:2011 (E) 2 Contents Page Foreword 4Introduction .61 Scope 72 Normative references 73 Terms and definitions .74 Informat

11、ion to be supplied by the purchaser .85 Steel grades 96 Profile drawings/properties/mass 97 Manufacture . 107.1 Product integrity . 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 Qualifying tests .

12、128.1 Procedure 128.2 Fracture toughness (KIc) 128.2.1 Test pieces and test methods . 128.2.2 Qualifying criteria . 128.3 Fatigue crack growth rate 138.3.1 Test method . 138.3.2 Test pieces 138.3.3 Number of tests and test conditions 138.3.4 Qualifying criteria . 138.4 Fatigue test 138.4.1 Test meth

13、od . 138.4.2 Test pieces 148.4.3 Number of tests and test conditions 148.4.4 Qualifying criteria . 148.5 Residual stress in rail foot . 148.5.1 Test method . 148.5.2 Test pieces 148.5.3 Measurements . 148.5.4 Qualifying criteria . 148.6 Variation of centre line running surface hardness of heat treat

14、ed rails . 148.7 Tensile strength and elongation . 158.8 Segregation . 158.9 Other qualifying requirements 169 Acceptance tests 169.1 Laboratory tests 169.1.1 General . 169.1.2 Sampling and preparation of samples and test pieces 169.1.3 Chemical composition . 169.1.4 Microstructure . 209.1.5 Decarbu

15、risation . 219.1.6 Oxide cleanness 21BS EN 13674-1:2011EN 13674-1:2011 (E) 3 9.1.7 Sulfur prints . 219.1.8 Hardness 219.1.9 Tensile tests . 229.1.10 Retest procedures . 229.2 Dimension tolerances . 239.2.1 Profile 239.2.2 Straightness, surface flatness and twist . 239.2.3 Cutting and drilling 279.3

16、Gauges 279.4 Inspection for internal quality and surface quality 279.4.1 Internal quality . 279.4.2 Surface quality . 299.4.3 Checking of automated testing equipment . 30Annex A (normative) Rail profiles . 41Annex B (normative) Standard test method for the determination of the plane strain fracture

17、toughness (KIc) of rails . 67B.1 Test methods . 67B.2 Test pieces . 67B.3 Number of tests . 67B.4 Test conditions). 67B.5 Analysis of test data 68B.6 Reporting of results . 68Annex C (normative) Method for the determination of rail foot surface longitudinal residual stresses . 73C.1 Procedure . 73C.

18、2 Strain gauges and their location 73Annex D (normative) Limiting sulfur prints 76Annex E (normative) Profile and drilling gauges . 90Annex F (informative) Significant technical changes between this European standard and the previous edition . 103Annex ZA (informative) Relationship between this Euro

19、pean Standard and the Essential Requirements of EU Directive 2008/57/EC . 105Bibliography 108BS EN 13674-1:2011 EN 13674-1:2011 (E) 4 Foreword This document (EN 13674-1:2011) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This Eur

20、opean Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2011, and conflicting national standards shall be withdrawn at the latest by August 2011. Attention is drawn to the possibility that some of the elem

21、ents of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13674-1:2003+A1:2007. Annex F provides details of significant technical changes between this European Standard and th

22、e previous edition. 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 ZA, w

23、hich is an integral part of this document. This part of EN 13674 is the first 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 ra

24、ils 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 standards for rails and corresponding welding processes, already published or under preparation, are: EN 14587-1, Railway applications Track Flash butt welding of rails Part 1: New

25、 R220, R260, R260Mn and R350HT grade rails in a 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; prEN 14587-3, Railway applications Track Flash butt w

26、elding of rails Part 3: Welding in association with crossing construction; EN 14730-1, Railway applications Track Aluminothermic welding of rails Part 1: Approval of welding processes; EN 14730-2, Railway applications Track Aluminothermic welding of rails Part 2: Qualification of aluminothermic weld

27、ers, approval of contractors and acceptance of welds; EN 14811, Railway applications Track Special purpose rail Grooved and associated construction; EN 15594, Railway applications Track Restoration of rails by electric arc welding; prEN xxxxx, Railway applications Track Forged rail transitions. BS E

28、N 13674-1:2011EN 13674-1:2011 (E) 5 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, German

29、y, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 13674-1:2011EN 13674-1:2011 (E) 6 Introduction This Introduction provides an explanation of

30、the concepts, and reasoning considered for this standard. Whenever possible this part of EN 13674 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 re

31、quired product. This part of EN 13674 has two major divisions: 1) qualifying tests; 2) acceptance tests. The qualifying tests take into account performance requirements. They also include typical results from relevant acceptance tests. The acceptance tests control those characteristics of the rail s

32、teel and rail that are of relevance to the production of high quality rails including heat treated rails and the demands of the railway. To ensure the supply of high quality rails, some restrictions on production processes are considered. The performance based standard applies to all procurements fa

33、lling inside the requirements of the European Procurement Directive (93/38/EEC of 14thJune 1993), taking into account safety implications and at the same time addressing modern production technology and the requirements of high-speed railways. As a result of the Directive it was recognised that ther

34、e would be few opportunities (and these would have to be for transparent safety considerations) for derogation from the standard to operate between the user and the manufacturer. The standard includes a prerequisite for all manufacturers to prove conformity against a set of qualifying test criteria

35、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. To provide users with the necessary confidence, acceptance limits have been based on results from rail known to have p

36、erformed well in demanding track installations. The standard includes a quality assurance and inspection clause as part of product integrity. In order that quality management systems are consistent across all manufacturers and that users have the best assurance for the consistency of required produc

37、t quality on this safety critical component of the track, this rail standard recommends that the manufacturers quality assurance systems are 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

38、descriptions on items such as normal chemical composition determination and the need to define more extensive testing. BS EN 13674-1:2011EN 13674-1:2011 (E) 7 1 Scope This European Standard specifies Vignole railway rails of 46 kg/m and greater linear mass, for conventional and high speed railway tr

39、ack usage. Nine pearlitic steel grades are specified covering a hardness range of 200 HBW to 440 HBW and include non heat treated non alloy steels, non heat treated alloy steels, and heat treated non alloy steels and heat treated alloy steels . There are 23 rail profiles specified in this standard.

40、Two classes of rail straightness are specified, differing in requirements for straightness, surface flatness and crown profile. Two classes of profile tolerances are specified. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated

41、 references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10163-1, Delivery requirements for surface condition of hot-rolled steel plates, wide flats and sections Part 1: General requirements EN 10247, Mi

42、crographic examination of the non-metallic inclusion content of steels using standard pictures CEN/TR 10261, Iron and steel Review of available methods of chemical analysis EN 10276-1, Chemical analysis of ferrous materials Determination of oxygen in steel and iron Part 1: Sampling and preparation o

43、f steel samples for oxygen determination EN ISO 6506-1, Metallic materials Brinell hardness test Part 1: Test method (ISO 6506-1:2005) EN ISO 6892-1, Metallic materials Tensile testing Part 1: Method of test at room temperature (ISO 6892-1:2009) EN ISO 14284, Steel and iron Sampling and preparation

44、of samples for the determination of chemical composition (ISO 14284:1996) ISO 1099, Metallic materials Fatigue testing Axial force-controlled method ISO 4968, Steel Macrographic examination by sulfur print (Baumann method) ISO 12108, Metallic materials Fatigue testing Fatigue crack growth method AST

45、M E399, Standard test method for linear-elastic plane-strain fracture toughness KIcof metallic materials 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 heat liquid steel melt tapped out of a converter or electric arc furnace which includes a

46、fter continuous casting a given number of blooms relating to the weight of the heat and the extension of the mixing zone. In the case of sequence casting the blooms belonging to the mixing zone should be clearly defined BS EN 13674-1:2011EN 13674-1:2011 (E) 8 3.2 sequence any number of heats, of the

47、 same steel grade, which undergo continuous casting in tundishes. Tundishes may be used in parallel if the caster has many strands 3.3 heat treated rail rail that has undergone accelerated cooling from austenitizing temperature during the metallurgical transformation period 3.4 re-heated rail rolled

48、 rail that has undergone re-austenitization for heat treatment purposes 3.5 mill heat treated rail heat treated rail that has not undergone re-austenitization after rolling 3.6 rolling process process between the blooms leaving the heating furnace and exiting the finishing pass 3.7 isothermal treatm

49、ent process process whereby blooms are held for a period of time at an elevated temperature for diminishing the hydrogen content NOTE 1 For maximum efficiency this is as near to (but below) the pearlite to austenite transformation temperature as is practically possible. NOTE 2 This process is sometimes referred to as sub