1、May 2017 English price group 12No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93.100!%e_,“2666009www.din.deDIN EN
2、13481-5Railway 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;English version EN 134815:2012+A1:2017,English translation of DIN EN 13481-5:2017-05Bahnanwendungen Oberbau Leistungsanford
3、erungen fr Schienenbefestigungssysteme Teil 5: Befestigungssysteme fr feste Fahrbahn mit aufgesetzten oder in Kanlen eingebetteten Schienen;Englische Fassung EN 134815:2012+A1:2017,Englische bersetzung von DIN EN 13481-5:2017-05Applications ferroviaires Voie Exigences de performance pour les systmes
4、 de fixation Partie 5: Systmes de fixations des voies sans ballast ou voies avec rails enrobs;Version anglaise EN 134815:2012+A1:2017,Traduction anglaise de DIN EN 13481-5:2017-05SupersedesDIN EN 134815:201208www.beuth.deDocument comprises 21 pagesDTranslation by DIN-Sprachendienst.In case of doubt,
5、 the German-language original shall be considered authoritative.05.17 DIN EN 13481-5:2017-05 2 A comma is used as the decimal marker. National foreword This document (EN 13481-5:2012+A1:2017) has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany). The
6、responsible German body involved in its preparation was DIN-Normenausschuss Fahrweg und Schienenfahrzeuge (DIN Standards Committee Railway), Working Committee NA 087-00-01-04 UA “Fastening systems”. This standard is based on the English reference version. This standard differs from DIN EN 13481-5:20
7、12-08 as follows: a) the Scope has been revised; b) the normative reference to EN 13146-10 has been included; c) the requirements in 5.8 “Cast-in and glued-in fastening components” have been revised; d) Annex ZA “Relationship between this European Standard and the Essential Requirements of EU Direct
8、ive 2008/57/EC” has been revised and now refers to EU Regulation 1299/2014 (new TSI infrastructure). Previous editions DIN EN 13481-5: 2003-06, 2007-06, 2012-08 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13481-5:2012+A1 January 2017 ICS 93.100 Supersedes EN 13481-5:2012English Version Rail
9、way 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 Applications ferroviaires - Voie - Exigences de performance pour les systmes de fixation - Partie 5: Systmes de fixations des vo
10、ies sans ballast ou voies avec rails enrobs Bahnanwendungen - Oberbau - Leistungsanforderungen fr Schienenbefestigungssysteme - Teil 5: Befestigungssysteme fr feste Fahrbahn mit aufgesetzten oder in Kanlen eingebetteten SchienenThis European Standard was approved by CEN on 27 April 2012 and includes
11、 Amendment 1 approved by CEN on 5 June 2016. 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 concerning
12、 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 its
13、 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, Former Yugoslav Republic of Macedonia, France, German
14、y, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMI
15、TEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13481-5:2012+A1:2017 E2 Contents Page European foreword 3 Introduction . 5 1 Scope . 6 2 Normative
16、 references . 6 3 Terms and definitions 7 4 Symbols 7 5 Requirements 9 5.1 Longitudinal rail restraint or longitudinal stiffness . 9 5.2 Assembly and pad stiffness . 9 5.3 Effect of repeated loading 10 5.4 Electrical resistance of the fastening system and slab track elements . 11 5.5 Effect of expos
17、ure to severe environmental conditions 11 5.6 Dimensions 12 5.7 Effect of fastening system tolerances on track gauge 12 5.8 Cast-in and glued-in fastening components 13 5.9 In-service testing . 13 5.10 Attenuation of noise and vibration . 13 6 Test specimens . 13 7 Fitness for purpose . 13 8 Marking
18、, labelling and packaging . 14 Annex A (informative) Vibration and noise 15 A.1 General 15 A.2 Symbols . 15 A.3 Parameters for environmental vibration calculations 15 A.4 Calculating the vibration attenuation 15 A.5 Environmental noise 16 !Annex ZA“ (informative) Relationship between this European S
19、tandard and the Essential Requirements of EU Directive 2008/57/EC . 17 Bibliography 19 EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 3 European foreword This document (EN 13481-5:2012+A1:2017) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which i
20、s 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 July 2017, and conflicting national standards shall be withdrawn at the latest by July 2017. Attention is drawn to the possibility th
21、at 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 includes Amendment 1 approved by CEN on 2016-06-05. This document supersedes !EN 13481-5:2002“ . The start and f
22、inish of text introduced or altered by amendment is indicated in the text by tags !“. The main changes in this revision of EN 13481-5:2002 are as follows: a) the scope has been extended to include fastening systems for embedded rail (Clause 1); b) new categories of fastening systems have been introd
23、uced (Clause 1, Table 1); c) the ranges of test loads have been extended to cover the new categories of fastening systems (5.2, Table 2 and 5.3, Table 3); d) 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 “Ra
24、ilway 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: Fastening systems for s
25、lab 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 applications Track Test
26、methods for fastening systems“. N1) National footnote: Here, the wrong edition is referenced. The document actually supersedes EN 13481-5:2012. N1) EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 4 This document has been prepared under a mandate given to CEN by the European Commission and the Eur
27、opean 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, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations o
28、f the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Net
29、herlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 5 Introduction Various tests are necessary to assess the performance of fastening systems of railway tracks. In this
30、European Standard, a requirement for longitudinal rail restraint is included to control rail creep and pull apart in the event of a broken rail. The relationship between longitudinal rail restraint and the overall design of the track slab requires consideration. No satisfactory test is available to
31、determine the attenuation of impact loads on slab track. The relative performance may be assessed by the procedure in EN 13146-3:2012 with the fastening system on a concrete sleeper. The laboratory test for the effect of repeated loading is the means of assessing potential long term performance of t
32、he fastening in track. For systems in which the rail is continuously supported, test procedures are modified to take account of the change from discrete support. EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 6 1 Scope !This European Standard is applicable to fastening systems in Categories AD a
33、s specified in EN 13481-1:2012, 3.1, for attaching rails to the uppermost surface of concrete or asphalt slabs and for embedded rails in non-ballasted tracks with maximum axle loads and minimum curve radii in accordance with Table 1. Table 1 Fastening category criteria Category Maximum design axle l
34、oad kN Minimum curve radius m A 130 40 B 180 80 C 260 150 D 260 400 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 direct fastening systems and indirect fast
35、ening systems; adhesive and mechanical fastening systems for embedded rail, but excluding rail cast into road pavements. In track forms in which there are resiliently supported concrete elements with only one supporting element per rail (e.g. rail seat blocks or sleepers mounted in elastomeric “boot
36、s”) the concrete element and its resilient support are considered to be parts of the elastic fastening system. If the track form includes resiliently supported concrete elements with more than one supporting element per rail (e.g. floating slabs) those concrete elements and their resilient supports
37、are considered to be parts of the slab and not of the fastening system. This standard is only applicable to fastening systems for rail sections in EN 13674-1 (excluding 49E4) or EN 13674-4. It is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastenin
38、g systems used at bolted joints or glued joints. This standard should only be used for type approval of complete fastening systems.“ 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 r
39、eferences, 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 fastening systems Part 1: Determination of longitudinal restraint EN 13146-4:2012, Railway
40、 applications Track Test methods for fastening systems Part 4: Effect of repeated loading EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 7 EN 13146-5:2012, Railway applications Track Test methods for fastening systems Part 5: Determination of electrical resistance EN 13146-6:2012, Railway applic
41、ations Track Test methods for fastening systems Part 6: Effect of severe environmental conditions 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 for fastening systems Part 9: D
42、etermination of stiffness ! EN 13146-10, Railway applications Track Test methods for fastening systems Part 10: Proof load test for pull-out resistance “ EN 13230-1:2009, Railway applications Track Concrete sleepers and bearers Part 1: General requirements EN 13481-1:2012, Railway applications Track
43、 Performance requirements for fastening systems Part 1: Definitions !deleted text“ EN 13674-1:2011, Railway applications Track Rail Part 1: Vignole railway rails 46 kg/m and above EN 13674-4+A1, Railway applications Track Rail Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m 3 Te
44、rms 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. Drmaximum longitudinal displacement of rail prior to slip, in mm (EN 13146-1:2012); FHFAmax static preload applie
45、d in 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 dynamic low frequency stiffness of assembly, in kN; FLFP1notional fastening clip force assumed
46、 for measurement of dynamic low frequency stiffness of pad, in kN; FLFPmaxreference force for measurement of dynamic low frequency stiffness of pad, in kN; EN 13481-5:2012+A1:2017 (E) DIN EN 13481-5:2017-05 8 Fmax axial load at which gross slip occurs in the longitudinal rail restraint test (EN 1314
47、6-1:2012), 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 pad, in kN; FSPmaxforce applie
48、d to pad in measurement of static stiffness of pad, in kN; kLlongitudinal stiffness in accordance with EN 13146-1:2012, in MN/m; 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
49、force transmitted by the wheel to the rail head as shown in Figure 1, in kN; LTSample length of embedded rail, in m; PLcomponent of load parallel to the running surface of the rails, in kN; PVcomponent of load normal to the running 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;
