BS EN 13481-3-2012 Railway applications Track Performance requirements for fastening systems Fastening systems for wood sleepers《轨道交通 轨道 紧固件系统的性能要求 木质轨枕的紧固件系统》.pdf

《BS EN 13481-3-2012 Railway applications Track Performance requirements for fastening systems Fastening systems for wood sleepers《轨道交通 轨道 紧固件系统的性能要求 木质轨枕的紧固件系统》.pdf》由会员分享，可在线阅读，更多相关《BS EN 13481-3-2012 Railway applications Track Performance requirements for fastening systems Fastening systems for wood sleepers《轨道交通 轨道 紧固件系统的性能要求 木质轨枕的紧固件系统》.pdf（20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 13481-3:2012Railway applications Track Performance requirements for fastening systemsPart 3: Fastening systems for wood sleepersBS EN 13481-3:2012 BRITISH STANDARDNational

2、forewordThis British Standard is the UK implementation of EN 13481-3:2012. It supersedes BS EN 13481-3:2002 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway Applications - Track.A list of organizations represented on this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 necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2012.Published by BSI Standards Limited 2012ISBN 978 0 580 68156 1 ICS 93.100 Compliance

4、 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 Text affectedBS EN 13481-3:2012EUROPEAN STANDARD NORME EUROPENNE EUROP

5、ISCHE NORM EN 13481-3 May 2012 ICS 93.100 Supersedes EN 13481-3:2002English Version Railway applications - Track - Performance requirements for fastening systems - Part 3: Fastening systems for wood sleepersApplications ferroviaires - Voie - Exigences de performance pour les systmes de fixation - Pa

6、rtie 3: Systmes de fixation pour traverses en bois Bahnanwendungen - Oberbau - Leistungsanforderungen fr Schienenbefestigungssysteme - Teil 3: Befestigungssysteme fr Holzschwellen This European Standard was approved by CEN on 27 April 2012. CEN members are bound to comply with the CEN/CENELEC Intern

7、al 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 C

8、EN 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 vers

9、ions. 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, Sl

10、ovenia, 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 13481-3:2012: EBS EN 13481-3:2012EN 13481-3:2012 (E) 2 Contents Page Foreword 3Introduction . 41 Scope 52 Normative references 53 Terms and definitions . 64 Symbols 65 Requirements . 75.1 General 75.2 Longitudinal rail restraint . 85.3 Torsional resistance 85.4

12、 Pad and assembly stiffness 85.5 Effect of repeated loading . 85.6 Effect of exposure to severe environmental conditions 95.7 Dimensions . 95.8 Effect of the fastening system tolerances on track gauge 105.9 Clamping force . 115.10 In-service testing . 115.11 Attenuation of noise and vibration 116 Te

13、st specimens 117 Fitness for purpose . 118 Marking, labelling and packaging 11Annex A (informative) Vibration and noise . 12A.1 General 12A.2 Symbols 12A.3 Parameters for environmental vibration calculations 12A.4 Calculating the vibration attenuation 13A.5 Environmental noise . 13Annex ZA (informat

14、ive) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC 14Bibliography 16BS EN 13481-3:2012EN 13481-3:2012 (E) 3 Foreword This document (EN 13481-3:2012) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of

15、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 national standards shall be withdrawn at the latest by November 2012. Attention is drawn to the

16、 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 supersedes EN 13481-3:2002. The main changes in this revision of EN 13481-3:2002 are as follows:

17、a) categories of fastening systems have been introduced in 5.4, Table 2 and 5.5, Table 3; b) advice on attenuation of 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 s

18、ystems“ 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: Fastening systems for slab track with rail on the surface or rail embedded in a channel

19、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 applications Track Test methods for fastening systems“. For relationship with EU Directiv

20、e 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, and supports essential requirements of EU Directive(s). According to the CEN/CENELEC In

21、ternal 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, Ireland, Italy, Latvia, Lithuania, Lux

22、embourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13481-3:2012EN 13481-3:2012 (E) 4 Introduction A series of tests is used to assess the suitability of fastening systems for use in railway track. In th

23、is 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 resistance is included for use in assessing the risk of track buckling. Classes for attenuation of dynamic loading are included

24、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 long term performance of the fastening in track. The test for clamping force is only suitable for laboratory use. BS EN 13481-

25、3:2012EN 13481-3:2012 (E) 5 1 Scope This European Standard is applicable to fastening systems, in categories A C and E as specified in EN 13481-1:2012, 3.1, for use on wood sleepers in ballasted track with maximum axle loads and minimum curve radii in accordance with Table 1. Table 1 Fastening categ

26、ory criteria Category Maximum design axle load kN Minimum curve radius m A 130 40 B 180 80C 260 150E 350 150 NOTE The maximum axle load for categories A and B does not apply to maintenance vehicles. The requirements apply to: fastening systems which act on the foot and/or web of the rail including d

27、irect fastening systems and indirect fastening systems; fastening systems for the rail sections in EN 13674-1 (excluding 49E4) and EN 13674-4. This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or g

28、lued 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 normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For

29、 undated references, the latest edition of the referenced document (including any amendments) applies. EN 13145, Railway applications Track Wood sleepers and bearers EN 13146-1:2012, Railway applications Track Test methods for fastening systems Part 1: Determination of longitudinal rail restraint EN

30、 13146-2:2012, Railway applications Track Test methods for fastening systems Part 2: Determination of torsional resistance EN 13146-4:2012, Railway applications Track Test methods for fastening systems Part 4: Effect of repeated loading EN 13146-6:2012, Railway applications Track Test methods for fa

31、stening systems Part 6: Effect of severe environmental conditions BS EN 13481-3:2012EN 13481-3:2012 (E) 6 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 syst

32、ems 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 13481-1:2012, Railway applications Track Performance requirements for fastening systems Part 1: Definitions EN 13674-1, Railway applications Tra

33、ck 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/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

34、the purposes of this document, the following symbols apply. FHFAmaxstatic preload applied in the measurement of high frequency stiffness of assembly, in kN; FLFA1 minimum force applied in measurement of dynamic low frequency stiffness of assembly, in kN;FLFAmax reference force for measurement of dyn

35、amic low frequency stiffness of assembly, in kN; FLFP1 notional fastening clip force assumed for measurement of low frequency stiffness of pad, in kN; FLFPmaxreference force for measurement of dynamic low frequency stiffness of pad, in kN; Fmaxaxial load at which gross slip occurs in the longitudina

36、l 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 static stiffness of assembly, in kN; FSP1 notional fastening clip force assumed for measurement of static stiffness of p

37、ad, in kN; FSPmax force applied to pad in measurement of static stiffness of pad, in kN kHFAD transfer stiffness in measurement of high frequency 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 rai

38、l head as shown in Figure 1, in kN; PLcomponent of load parallel to the base of the sleeper, in kN; BS EN 13481-3:2012EN 13481-3:2012 (E) 7 PVcomponent of load normal to the base of the sleeper, in kN; V vertical component of force transmitted by the wheel to the rail head as shown in Figure 1, in k

39、N; 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 a line normal to running surface of the rails as shown in Figure 1, in . NOTE = tanVLPPVLVLX12Key 1 line of load application 2 ce

40、ntre of gauge corner radius Figure 1 Load application position 5 Requirements 5.1 General The following requirements apply to the fastening system when tested in conjunction with hardwood sleepers, with no free preservative on the surface, complying with EN 13145. Sleepers used for testing shall hav

41、e parallel top and bottom surfaces. BS EN 13481-3:2012EN 13481-3:2012 (E) 8 5.2 Longitudinal rail restraint The longitudinal rail restraint shall be not less than 7 kN when measured by the procedure in EN 13146-1. On structures such as long bridges, the longitudinal force transmitted between the tra

42、ck 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 reduced

43、. 5.3 Torsional resistance When required by the purchaser the torsional resistance shall be measured by the procedure in EN 13146-2 and the result reported. 5.4 Pad and assembly stiffness As required by EN 13146-4, the assembly static stiffness and assembly low frequency dynamic stiffness shall be m

44、easured 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 measured in accordance with EN 13146-9: pad low frequency dynamic stiffness; asse

45、mbly 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 properties at acoustic frequency see EN 15461. Table 2 Loads for measurement

46、of stiffness Fastening category FSP1and FLFP1 kNFSPmaxand FLFPmaxkN FSA1 and FLFA1kN FSAmaxand FLFAmaxkN A 16 51 1 32B 18 64 1 43 C 18 85 1 64E 20 119 1 95 5.5 Effect of repeated loading This shall be determined by the procedure in EN 13146-4 using the test loads and positions in Table 3. For assemb

47、lies with no pad the test load and position for assembly stiffness 200 MN/m shall be used. BS EN 13481-3:2012EN 13481-3:2012 (E) 9 Table 3 Test loads and positions Fastening category degrees X mm PV/cos kN a,bKLFA 200 c MN/m KLFA 200 c MN/m A 38,6 25 d 55 55B38,6 25 d 62 65 C 33 15 d 75 83E 40 75 d

48、100 108 aThe test loads apply only to rail sections included in EN 13674-1 (excluding 49E4) and EN 13674-4. bThe test loads reflect the typical axle loads and curve radii in EN 13481-1:2012, 3.1.cLow frequency dynamic stiffness of assembly measured, at 5 Hz, in accordance with EN 13146-9.dFor web su

49、pported rail the rail section shall be unmodified (i.e. X = 0).As required by EN 13146-4:2012, the following measurements shall be performed before and after repeated loading. The change in performance shall not exceed the values shown below. For fastening systems which support the web of the rail, the change in clamping force does not apply. Longitudinal