BS EN 13481-7-2012 Railway applications Track Performance requirements for fastening systems Special fastening systems for switches and crossings and check rails《铁路应用设施 轨道 紧固系统的性能要.pdf

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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13481-7:2012Railway applications T r a c k Performance r e q u i r e m e n t sfor fastening systemsPart 7: Special fastening systems for switches and crossings and check ra

2、ilsBS EN 13481-7:2012 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13481-7:2012. It supersedes BS EN 13481-7:2003 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway Applications - Track.A list of org

3、anizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2012Published by BSI Standards Limited 20

4、12ISBN 978 0 580 68159 2 ICS 93.100 Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2012.Amendments issued since publicationDate T e x t a f f e c t e dB

5、S EN 13481-7:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13481-7 May 2012 ICS 93.100 Supersedes EN 13481-7:2003English Version Railway applications - Track - Performance requirements for fastening systems - Part 7: Special fastening systems for switches and crossings and check rails App

6、lications ferroviaires - Voie - Exigences de performance pour les systmes de fixation - Partie 7: Systmes de fixation spciaux pour appareils de voie et contre-rails Bahnanwendungen - Oberbau - Leistungsanforderungen fr Schienenbefestigungssysteme - Teil 7: Spezielle Befestigungssysteme fr Weichen un

7、d Kreuzungen sowie Fhrungsschienen This European Standard was approved by CEN on 27 April 2012. 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-d

8、ate lists and bibliographical references concerning 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 translatio

9、n under the responsibility of a CEN member into its 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, Fr

10、ance, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES

11、KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13481-7:2012: EBS EN 13481-7:2012EN 13481-7:2012 (E) 2 Contents Page Foreword 3Introduction . 51 Scope. 62

12、 Normative references 6 3 Terms and definitions 74 Symbols 75 Requirements . 85.1 General 85.2 Longitudinal rail restraint 85.3 Torsional resistance 95.4 Assembly and pad stiffness . 95.5 Effect of repeated loading . 95.5.1 General 95.5.2 Dynamic stiffness of assembly 95.5.3 Test loads . 95.5.4 Eval

13、uation of test performance 125.6 Attenuation of impact loads 125.7 Electrical resistance of fastening system and bearer 135.8 Effect of exposure to severe environmental conditions 135.9 Effect of fastening system tolerances on track gauge 135.10 Clamping force . 135.11 Cast-in and glued-in fastening

14、 components . 135.12 In-service testing 135.13 Attenuation of noise and vibration . 146 Test specimens 147 Fitness for purpose 148 Marking, labelling and packaging 14Annex A (informative) Vibration and noise . 15A.1 General 15A.2 Symbols 15A.3 Parameters for environmental vibration calculations 15A.

15、4 Calculating the vibration attenuation . 16A.5 Environmental noise 16Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC 17Bibliography 19BS EN 13481-7:2012EN 13481-7:2012 (E) 3 Foreword This document (EN 13481-7:2012) has bee

16、n 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 by publication of an identical text or by endorsement, at the latest by November 2012, and conflicting nationa

17、l standards shall be withdrawn at the latest by November 2012. Attention is drawn to the possibility that some of the elements 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 supersede

18、s EN 13481-7:2003. The main changes in this revision of EN 13481-7:2003 are as follows: a) new categories of fastening systems have been introduced (Clause 1, Table 1); b) the ranges of test loads have been extended to cover the new categories of fastening systems (5.4); c) advice on attenuation of

19、noise and vibration has been added in a new annex (Annex A). This European Standard is one of the series EN 13481 “Railway applications Track Performance requirements for fastening systems“ which consists of the following parts: Part 1: Definitions Part 2: Fastening systems for concrete sleepers Par

20、t 3: Fastening systems for wood sleepers Part 4: Fastening systems for steel sleepers Part 5: Fastening systems for slab track with rail on the surface or rail embedded in a channel Part 7: Special fastening systems for switches and crossings and check rails NOTE Part 6 does not exist in this series

21、. These are supported by the test methods in the series EN 13146 “Railway applications Track Test methods for fastening systems“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU

22、 Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, see informative Annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard

23、: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, BS EN 13481-7:2012EN 13481-7:2012 (E) 4 Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain

24、, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13481-7:2012EN 13481-7:2012 (E) 5 Introduction Various tests are necessary to assess the performance for fastening systems of railway tracks. In this European Standard, a requirement for longitudinal rail restraint is included to control ra

25、il creep. The laboratory test for the effect of repeated loading is the means of assessing potential long term performance of the fastening in track. The test for clamping force is only suitable for laboratory use. The measurement of clamping force in track can be used to monitor long term performan

26、ce. The method of measurement used should be suitable for the design of the particular fastening system. BS EN 13481-7:2012EN 13481-7:2012 (E) 6 1 Scope This European Standard specifies performance requirements for special fastening systems, in categories A E as specified in EN 13481-1:2012, 3.1, fo

27、r switches and crossings and check rails secured within the overall fastening system (not independently fixed to the bearers) on wood, concrete and steel bearers, in ballasted track and on slab track and which have maximum axle loads and minimum curve radii in divergent track in accordance with Tabl

28、e 1. Table 1 Fastening category criteria Category Maximum design axle load Minimum curve radius kN m A 130 40B 180 80 C 260 150D 260 400 E 350 150NOTE The maximum axle load for categories A and B does not apply to maintenance vehicles. The requirements apply to fastening systems which incorporate a

29、resilient element and act on the foot and/or web of the rail and which are intended for use with stock rail sections in EN 13674-1 (excluding 49E4) and EN 13674-4+A1. This standard is not applicable to rigid fastening systems. This standard is for type approval of a complete fastening assembly only.

30、 Requirements for quality control are included in the standards applicable to individual components. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cite

31、d applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13146-1:2012, Railway applications Track Test methods for fastening systems Part 1: Determination of longitudinal restraint EN 13146-2:2012, Railway applications Track Test methods

32、 for fastening systems Part 2: Determination of torsional resistance EN 13146-3:2012, Railway applications Track Test methods for fastening systems Part 3: Determination of attenuation of impact loads EN 13146-4:2012, Railway applications Track Test methods for fastening systems Part 4: Effect of re

33、peated loading EN 13146-5:2012, Railway applications Track Test methods for fastening systems Part 5: Determination of electrical resistance BS EN 13481-7:2012EN 13481-7:2012 (E) 7 EN 13146-6:2012, Railway applications Track Test methods for fastening systems Part 6: Effect of severe environmental c

34、onditions EN 13146-7:2012, Railway applications Track Test methods for fastening systems Part 7: Determination of clamping force EN 13146-8:2012, Railway applications Track Test methods for fastening systems Part 8: In service testing EN 13146-9:2009+A1:2011, Railway applications Track Test methods

35、for fastening systems Part 9: Determination of stiffness EN 13232-1:2003, Railway applications Track - Switches and crossings Part 1: Definitions EN 13481-1:2012, Railway applications Track Performance requirements for fastening systems Part 1: Definitions EN 13481-2:2012, Railway applications Track

36、 Performance requirements for fastening systems Part 2: Fastening systems for concrete sleepers EN 13481-3:2012, Railway applications Track Performance requirements for fastening systems Part 3: Fastening systems for wood sleepers EN 13481-4:2012, Railway applications Track Performance requirements

37、for fastening systems Part 4: Fastening systems for steel sleepers EN 13481-5:2012, Railway applications Track Performance requirements for fastening systems Part 5: Fastening systems for slab track with rail on the surface or rail embedded in a channel EN 13674-1, Railway applications Track Rail Pa

38、rt 1: Vignole railway rails 46 kg/m and above 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13232-1:2003 and EN 13481-1:2012 apply. 4 Symbols For the purposes of this document, the following symbols apply. Fmax axial load at which gross slip occurs

39、in the longitudinal rail restraint test (EN 13146-1:2012), in kN;L lateral component of force transmitted by the wheel to the rail head as shown in Figure 1, in kN; PLcomponent of load parallel to the running surface of the rails, in kN; PVcomponent of load normal to the running surface of the rails

40、, in kN; V vertical component of load transmitted by the wheels to the running surface at the rail head as shown in Figure 1, in kN; X distance between the line of application of PLand the centre of the gauge corner radius of the rail head as shown in Figure 1, in mm; angle between the load line and

41、 a line normal to the running surface of the rails as shown in Figure 1, in . NOTE = tanVLPPVLBS EN 13481-7:2012 EN 13481-7:2012 (E) 8 VLX12Key 1 line of load application 2 centre of gauge corner radius Figure 1 Load application position 5 Requirements 5.1 General The fastening systems used for the

42、following parts of switches and crossings shall comply with the requirements for fastening systems for plain line track in EN 13481-2, EN 13481-3, EN 13481-4 and EN 13481-5, as appropriate to the type of support: closure rails; rails supporting check rails; crossings; switch heels. When required by

43、the purchaser, torsional resistance shall be measured for closure rail systems only. 5.2 Longitudinal rail restraint When measured by the procedure in EN 13146-1, the longitudinal rail restraint shall be not less than 7 kN when anti-creep pads are used under stock rails. When no pads are used, the l

44、ongitudinal rail restraint shall be not less than 5 kN. On structures such as long bridges, the longitudinal force transmitted between the track and the structure may be calculated by the method in EN 1991-2. The value of Fmaxmeasured in accordance BS EN 13481-7:2012EN 13481-7:2012 (E) 9 with EN 131

45、46-1 may be used in the calculation. In such cases, and subject to agreement between the purchaser and manufacturer, the minimum requirement for longitudinal restraint may be reduced. 5.3 Torsional resistance When required by the purchaser, the torsional resistance of closure rails shall be measured

46、 by the procedure in EN 13146-2 and the result reported. 5.4 Assembly and pad stiffness As required by EN 13146-4, the assembly static stiffness and assembly low frequency dynamic stiffness shall be measured in accordance with EN 13146-9+A1. Measurement of the rail pad static stiffness is required a

47、t the purchasers discretion in accordance with EN 13146-8. If the purchaser requires any of the following it shall be measured in accordance with EN 13146-9+A1: pad low frequency dynamic stiffness; assembly high frequency dynamic stiffness. Test loads are given in EN 13481-2, EN 13481-3, EN 13481-4

48、or EN 13481-5, as appropriate. NOTE Guidance on the measurement of pad high frequency dynamic stiffness is given in EN 13146-9:2009+A1:2011, Annex A. For the measurement of assembly properties at acoustic frequency see EN 15461+A1. 5.5 Effect of repeated loading 5.5.1 General For check rail assembli

49、es, this shall be determined by the procedure in EN 13146-4, but with a vertical load applied to the crown of the running rail and a horizontal load applied through the centre of the load bearing face of the check rail (see Figures 2 to 4). To permit loading of the check rail, the height of the running rail s