EN 13481-2-2012 en Railway applications - Track - Performance requirements for fastening systems - Part 2 Fastening systems for concrete sleepers《铁路应用设施 轨道 紧固件系统的性能要求 混凝土轨枕的紧固系统》.pdf

《EN 13481-2-2012 en Railway applications - Track - Performance requirements for fastening systems - Part 2 Fastening systems for concrete sleepers《铁路应用设施 轨道 紧固件系统的性能要求 混凝土轨枕的紧固系统》.pdf》由会员分享，可在线阅读，更多相关《EN 13481-2-2012 en Railway applications - Track - Performance requirements for fastening systems - Part 2 Fastening systems for concrete sleepers《铁路应用设施 轨道 紧固件系统的性能要求 混凝土轨枕的紧固系统》.pdf（26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 13481-2:2012Railway applications Track Performance requirements forfastening systemsPart 2: Fastening systems for concretesleepersBS EN 13481-2:2012 BRITISH STANDARDNationa

2、l forewordThis British Standard is the UK implementation of EN 13481-2:2012.It supersedes BS EN 13481-2:2002 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway Applications - Track.A list of organizations represented on this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 be

3、obtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2012. Published by BSI StandardsLimited 2012ISBN 978 0 580 68155 4ICS 93.100Compliance with

4、 a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 30 June 2012.Amendments issued since publicationDate Text affectedBS EN 13481-2:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE N

5、ORM EN 13481-2 May 2012 ICS 93.100 Supersedes EN 13481-2:2002English Version Railway applications - Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers Applications ferroviaires - Voie - Exigences de performance pour les systmes de fixation - Part

6、ie 2: Systmes de fixation pour traverses en bton Bahnanwendungen - Oberbau - Leistungsanforderungen fr Schienenbefestigungssysteme - Teil 2: Befestigungssysteme fr Betonschwellen This European Standard was approved by CEN on 27 April 2012. CEN members are bound to comply with the CEN/CENELEC Interna

7、l 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 concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CE

8、N 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 its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versi

9、ons. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slo

10、venia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES 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

11、for CEN national Members. Ref. No. EN 13481-2:2012: EBS EN 13481-2:2012EN 13481-2:2012 (E) 2 Contents Page Foreword 3Introduction .51 Scope 62 Normative references 63 Terms and definitions .74 Symbols 75 Requirements .95.1 Longitudinal rail restraint .95.2 Torsional resistance 95.3 Attenuation of im

12、pact loads .95.4 Pad and assembly stiffness 95.5 Effect of repeated loading 105.6 Electrical resistance of fastening system and sleeper . 115.7 Effect of exposure to severe environmental conditions. 115.8 Dimensions 115.9 Effect of fastening system tolerances on track gauge . 125.10 Clamping force 1

13、35.11 Cast-in and glued-in fastening components 135.12 In-service testing 135.13 Attenuation of noise and vibration . 136 Test specimens . 137 Fitness for purpose 138 Marking, labelling and packaging . 13Annex A (normative) Vertical load test for cast-in and glued-in fastening components . 14A.1 Tes

14、t procedure 14A.2 Test report . 15Annex B (informative) Vibration and noise 16B.1 General . 16B.2 Symbols . 16B.3 Parameters for environmental vibration calculations . 16B.4 Calculating the vibration attenuation . 17B.5 Environmental noise 17Annex ZA (informative) Relationship between this European

15、Standard and the Essential Requirements of EU Directive 2008/57/EC . 18Bibliography . 21BS EN 13481-2:2012EN 13481-2:2012 (E) 3 Foreword This document (EN 13481-2:2012) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European

16、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 national standards shall be withdrawn at the latest by November 2012. Attention is drawn to the possibility that some of the elemen

17、ts 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 13481-2:2002. The main changes in this revision of EN 13481-2:2002 are as follows: a) new categories of fastening syste

18、ms have been introduced (Clause 2, Table 1); b) the ranges of test loads have been extended to cover the new categories of fastening system (5.4, Table 2 and 5.5, Table 3); c) advice on the attenuation of noise and vibration has been added in a new annex (Annex B). This European Standard is one of t

19、he 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 Part 3: Fastening systems for wood sleepers Part 4: Fastening systems for steel sleepers Part 5: F

20、astening 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. These European Standards are supported by the test methods in the series EN 13146 “Railway ap

21、plications Track Test methods for fastening systems“. For relationship with EU Directive 2008/57/EC, see informative Annex ZA, which is an integral part of this document. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association,

22、and supports essential requirements of EU Directive(s). 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, Fin

23、land, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, BS EN 13481-2:2012EN 13481-2:2012 (E) 4 Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13481-2:2012EN 13481-2:2

24、012 (E) 5 Introduction A series of tests is used to assess the suitability of fastening systems for use in railway track. In this European Standard a requirement for longitudinal rail restraint is included to control rail creep and pull apart in the event of a broken rail. Measurement of torsional r

25、esistance is included for use in assessing the risk of track buckling. Classes for attenuation of dynamic loading are included for use when it it is necessary to protect sleepers from vehicle induced impacts. The laboratory test for the effect of repeated loading is specified to assess the potential

26、 long term performance of the fastening in track. The test for clamping force is only suitable for laboratory use. BS EN 13481-2:2012EN 13481-2:2012 (E) 6 1 Scope This European Standard is applicable to fastening systems, in categories A E as specified in EN 13481-1:2012, 3.1, for use on concrete sl

27、eepers in ballasted track with maximum axle loads and minimum curve radii in accordance with Table 1. Table 1 Fastening category criteria Category Maximum design axle load kN Minimum curve radius m A 130 40 B 180 80C 260 150D 260 400 E 350 150NOTE The maximum axle load for categories A and B does no

28、t apply to maintenance vehicles. The requirements apply to: fastening systems which act on the foot and/or web of the rail including direct fastening systems and indirect fastening systems; fastening systems for the rail sections in EN 13674-1 (excluding 49 E4) and EN 13674-4. This standard is not a

29、pplicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints. This standard is for type approval of a complete fastening assembly only. 2 Normative references The following documents, in whole or in part, are norma

30、tively referenced in this document and are indispensable for its application. For dated references, only the edition cited 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 f

31、astening systems Part 1: Determination of longitudinal rail restraint EN 13146-2:2012, Railway applications Track Test methods 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 a

32、ttenuation of impact loads EN 13146-4:2012, Railway applications Track Test methods for fastening systems Part 4: Effect of repeated loading BS EN 13481-2:2012EN 13481-2:2012 (E) 7 EN 13146-5:2012, Railway applications Track Test methods for fastening systems Part 5: Determination of electrical resi

33、stance EN 13146-6:2012, Railway applications Track Test methods for fastening systems Part 6: Effect of severe environmental conditions 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 T

34、est methods for fastening systems Part 8: In service testing EN 13146-9:2009+A1:2011, Railway applications Track Test methods for fastening systems Part 9: Determination of stiffness EN 13230-1, Railway applications Track Concrete sleepers and bearers Part 1: General requirements EN 13481-1:2012, Ra

35、ilway applications Track Performance requirements for fastening systems Part 1: Definitions EN 13674-1:2011, Railway applications Track Rail Part 1: Vignole railway rails 46 kg/m and above EN 13674-4, Railway applications Track Rail Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/

36、m 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13481-1:2012 apply. 4 Symbols For the purposes of this document, the following symbols apply. FHFAmaxstatic preload applied in measurement of high frequency stiffness, in kN FLFA1 minimum force applied

37、 in measurement of dynamic low frequency stiffness of assembly, in kNFLFAmax reference force for measurement of dynamic low frequency stiffness of assembly, in kN FLFP1notional fastening clip force assumed for measurement of dynamic low frequency stiffness of pad, in kN FLFPmaxreference force for me

38、asurement of dynamic low frequency stiffness of pad, in kN Fmaxaxial load at which gross slip occurs in the longitudinal rail restraint test (EN 13146-1:2012), in kN FSA1 minimum force applied in measurement of static stiffness of assembly, in kN FSAmax force applied to assembly in measurement of st

39、atic stiffness of assembly, in kN FSP1 notional fastening clip force assumed for measurement of static stiffness of pad, in kN FSPmaxforce applied to pad in measurement of static stiffness of pad, in kN BS EN 13481-2:2012EN 13481-2:2012 (E) 8 kHFADtransfer stiffness in measurement of high frequency

40、stiffness of assembly, in N/m kLFA low frequency dynamic stiffness of assembly, in MN/m 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

41、 surface of the rails, 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

42、 the load line and a line normal to the running surface of the rails as shown in Figure 1, in NOTE = tanVLPPVLVLX12Key 1 line of load application 2 centre of gauge corner radius Figure 1 Load application position BS EN 13481-2:2012EN 13481-2:2012 (E) 9 5 Requirements 5.1 Longitudinal rail restraint

43、The longitudinal rail restraint shall be not less than 7 kN when measured by the procedure in EN 13146-1. For use in category D fastening systems ( 250 km/h), the longitudinal rail restraint shall be not less than 9 kN. On structures such as long bridges, the longitudinal force transmitted between t

44、he track and the structure may be calculated by the method in EN 1991-2. The value of Fmaxmeasured in accordance with EN 13146-1 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 r

45、educed. 5.2 Torsional resistance When required by the purchaser, the torsional resistance shall be measured by the procedure in EN 13146-2 and the result reported. 5.3 Attenuation of impact loads For fastening systems described as having medium or high attenuation of dynamic loads this shall be meas

46、ured by the procedure in EN 13146-3 using the type of sleeper (mono-block or two block) on which the fastening is to be used. The result shall comply with the following limits: medium attenuation 15 % to 30 %; high attenuation 30 %. 5.4 Pad and assembly stiffness As required by EN 13146-4, the assem

47、bly static stiffness and assembly low frequency dynamic stiffness shall be measured in accordance with EN 13146-9. Measurement of the rail pad static stiffness is required at the purchasers discretion in accordance with EN 13146-8. If the purchaser requires either of the following, it shall be measu

48、red in accordance with EN 13146-9: pad low frequency dynamic stiffness; assembly high frequency dynamic stiffness. Test loads are given in Table 2. 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 p

49、roperties at acoustic frequency see EN 15461. BS EN 13481-2:2012EN 13481-2:2012 (E) 10 Table 2 Loads for measurement of stiffness Fastening category FSP1and FLFP1 kNFSPmaxand FLFPmaxkN FSA1and FLFA1kN FSAmaxand FLFAmaxkN A 16 51 1 32B 18 64 1 43 C 18 85 1 64D 18 85 1 64 E 20 119 1 955.5 Effect of repeated loading The effect of repeated loading shall be determined by the procedure