1、January 2015 Translation by DIN-Sprachendienst.English price group 10No 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).IC
2、S 93.100!%?Db“2283363www.din.deDDIN EN 13146-4Railway applications Track Test methods for fastening systems Part 4: Effect of repeated loading;English version EN 13146-4:2012+A1:2014,English translation of DIN EN 13146-4:2015-01Bahnanwendungen Oberbau Prfverfahren fr Schienenbefestigungssysteme Teil
3、 4: Dauerschwingversuch;Englische Fassung EN 13146-4:2012+A1:2014,Englische bersetzung von DIN EN 13146-4:2015-01Applications ferroviaires Voie Mthodes dessai pour les systmes de fixation Partie 4: Effets produits par des charges rptitives;Version anglaise EN 13146-4:2012+A1:2014,Traduction anglaise
4、 de DIN EN 13146-4:2015-01SupersedesDIN EN 13146-4:2012-06www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 17 pages 12.14a DIN EN 13146-4:2015-01 2 A comma is used as the decimal marker. National foreword This document (EN 13146-4:2012+A
5、1:2014) has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the DIN-Normenausschuss Fahrweg und Schienenfahrzeuge (DIN Standards Committee Railway), Working Committee NA 087-00-01-04 UA Sc
6、hienen-befestigungssysteme. Amendments This standard differs from DIN EN :2012-06 as follows: a) Clause 2 “Normative references” and Subclause 7.4 “Longitudinal rail restraint” have been modified; the standard has been aligned with EN 13146-4:2012+A1:2014; b) in Subclause 5.1 “Rail”, reference is ma
7、de to the modified Subclause 6.1 as regards the length of the test specimen; c) in Subclause 6.1 “Sleeper or other rail support”, requirements for embedded rails and the length of the test specimen have been specified. Previous editions DIN EN 13146-4: 2003-02, 2007-06, 2012-06 13146-4EUROPEAN STAND
8、ARD NORME EUROPENNE EUROPISCHE NORM EN 13146-4:2012+A1 November 2014 ICS 93.100 Supersedes EN 13146-4:2012English Version Railway applications - Track - Test methods for fastening systems - Part 4: Effect of repeated loading Applications ferroviaires - Voie - Mthodes dessai pour les systmes de fixat
9、ion - Partie 4: Effets produits par des charges rptitives Bahnanwendungen - Oberbau - Prfverfahren fr Schienenbefestigungssysteme - Teil 4: Dauerschwingversuch This European Standard was approved by CEN on 26 November 2011 and includes Amendment 1 approved by CEN on 25 September 2014. CEN members ar
10、e 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 such national standards may be obtained on application to
11、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 own language and notified to the CEN-CENELEC Management Ce
12、ntre 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, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithua
13、nia, 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 KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1
14、000 Brussels 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13146-4:2012+A1:2014 EEN 13146-4:2012+A1:2014 (E) 2 Contents Page Foreword 3 1 Scope. 4 2 Normative references 4 3 Terms and definitions, symbols and abbreviations .
15、 5 3.1 Terms and definitions 5 3.2 Symbols and abbreviations 5 4 Principle 6 5 Apparatus . 6 5.1 Rail . 6 5.2 Actuator 6 5.3 Load application head . 6 5.4 Displacement measuring instruments . 6 5.5 Force measuring instruments 6 5.6 Verification of calibration 7 6 Test specimens 7 6.1 Sleeper or othe
16、r rail support . 7 6.2 Fastening 7 7 Procedure for one rail 7 7.1 General 7 7.2 Preparation for test 8 7.2.1 In line fastening 8 7.2.2 Offset fastening 8 7.3 Clamping force . 8 7.4 Longitudinal rail restraint 8 7.5 Vertical static stiffness of fastening assembly . 8 7.6 Cyclic loading . 9 7.7 Repeat
17、 tests 12 7.8 Final inspection 12 8 Alternative test procedure. 12 8.1 General 12 8.2 Apparatus . 12 8.2.1 General 12 8.2.2 Loading frame 12 8.3 Procedure . 13 8.3.1 General 13 8.3.2 Preparation for test 13 8.3.3 Clamping force . 14 8.3.4 Longitudinal rail restraint 14 8.3.5 Vertical stiffness 14 8.
18、3.6 Cyclic loading . 14 8.3.7 Repeat tests 14 8.3.8 Final inspection 14 9 Test report 14 DIN EN 13146-4:2015-01EN 13146-4:2012+A1:2014 (E) 3 Foreword This document (EN 13146-4:2012+A1:2014) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held b
19、y 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 May 2015, and conflicting national standards shall be withdrawn at the latest by May 2015. Attention is drawn to the possibility that some of
20、 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 13146-4:2002“. This document includes Amendment 1 approved by CEN on 2014-09-25. The start and finish of te
21、xt introduced or altered by amendment is indicated in the text by tags !“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. In this revision of EN 13146-4:2002 the procedure has been modified for application to embedded
22、rail. This European Standard is one of the series EN 13146 “Railway applications Track Test methods for fastening systems“ which consists of the following parts: Part 1: Determination of longitudinal rail restraint; Part 2: Determination of torsional resistance; Part 3: Determination of attenuation
23、of impact loads; Part 4: Effect of repeated loading; Part 5: Determination of electrical resistance; Part 6: Effect of severe environmental conditions; Part 7: Determination of clamping force; Part 8: In service testing; Part 9: Determination of stiffness. These support the requirements in the serie
24、s EN 13481 “Railway applications Track Performance requirements for fastening systems“. 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
25、 Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
26、 DIN EN 13146-4:2015-01EN 13146-4:2012+A1:2014(E)4 1 Scope This European Standard specifies a laboratory test procedure for applying repeated displacement cycles representative of the displacements caused by traffic on railway track. It is used for assessing the long term performance of direct faste
27、ning systems. The procedure is applicable to surface mounted rail on sleepers, bearers and slab track, and embedded rail. This test procedure applies to a complete fastening assembly. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and
28、 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+A1:2014“, Railway applications Track Test methods for fastening systems Part 1: Det
29、ermination of longitudinal rail restraint EN 13146-7:2012, Railway applications Track Test methods for fastening systems Part 7: Determination of clamping force EN 13146-9:2009, Railway applications Track Test methods for fastening systems Part 9: Determination of stiffness EN 13481-1:2012, Railway
30、applications Track Performance requirements for fastening systems Part 1: Definitions EN 13481-2:2012, Railway applications Track Performance requirements for fastening systems Part 2: Fastening systems for concrete sleepers EN 13481-3:2012, Railway applications Track Performance requirements for fa
31、stening systems Part 3: Fastening systems for wood sleepers EN 13481-4:2012, Railway applications Track Performance requirements for fastening systems Part 4: Fastening systems for steel sleepers EN 13481-5:2012, Railway applications Track Performance requirements for fastening systems Part 5: Faste
32、ning systems for slab track with rail on the surface or rail embedded in a channel EN 13481-7:2012, Railway applications Track Performance requirements for fastening systems Part 7: Special fastening systems for switches and crossings and check rails EN ISO 7500-1:2004, Metallic materials Verificati
33、on of static uniaxial testing machines Part 1: Tension/compression testing machines Verification and calibration of the force-measuring system (ISO 7500-1:2004) EN ISO 9513:2002, Metallic materials Calibration of extensometers used in uniaxial testing (ISO 9513:1999) DIN EN 13146-4:2015-01EN 13146-4
34、:2012+A1:2014 (E) 5 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13481-1:2012 apply. 3.2 Symbols and abbreviations For the purposes of this document, the following symbols apply. angle between th
35、e load line and a line normal to the running surface of the rails, in degrees; F maximum axial longitudinal load on the rail without non-elastic displacement occurring, in kN; FSAmax force applied to assembly in measurement of static stiffness of assembly, in kN; L lateral component of force transmi
36、tted by the wheel to the rail head as shown in Figure 1, in kN; PLcomponent of force parallel to the running surface of the rails in kN; PVcomponent of force 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 h
37、ead as shown in Figure 1, in kN; X position of the line of application of PLbelow the centre of curvature of the gauge corner of the rail head as shown in Figure 1, in mm. NOTE 1 = tanVLPPVLNOTE 2 Running surface is defined in EN 13481-1:2012. Key 1 centre of gauge corner radius 2 line of load appli
38、cation Figure 1 Position of load application DIN EN 13146-4:2015-01EN 13146-4:2012+A1:2014 (E) 6 4 Principle A constant amplitude, cyclic force is applied by a single actuator at a predetermined load line and position on the rail head. The load, position and line of application to be used are determ
39、ined from the vertical stiffness of the fastening assembly, axle loads and curve conditions of the track for which the fastening assembly is being tested. Performance is determined by the change in clamping force, longitudinal rail restraint, vertical stiffness and rail position, and visual inspecti
40、on of the components during test. 5 Apparatus 5.1 Rail Short lengths of rail (approximately 0,5 m per rail seat or longer if required), of the section for which the fastening assembly under test is designed. The rail shall be unlaminated and have neither loose rust on the surface nor be polished on
41、the foot by repeated testing. The head of the rail may be modified to accommodate the load application head except when testing fastenings which support the web of the rail. In this case, the dimension X, as shown in Figure 1, refers to the design rail section for the fastening assembly. !For embedd
42、ed rail, the rail is part of the test specimen and its length is specified in 6.1.“ 5.2 Actuator Actuator capable of applying a force of up to 150 kN in a cyclic manner at a frequency of (4 1) Hz. NOTE For simultaneous loading of two and four rail seats the required capacity will be correspondingly
43、greater. 5.3 Load application head A head in contact with the rail which is capable of transmitting the applied force to a rail at the required position relative to the rail head. 5.4 Displacement measuring instruments Instruments conforming to EN ISO 9513:2002, Table 2, Class 2. The instruments sha
44、ll be capable of measuring displacement of the rail, relative to the support, within 0,01 mm. Non-contact instruments may be used providing a procedure for verifying their calibration is used and recorded. NOTE Non-contact instruments are outside the scope of EN ISO 9513. 5.5 Force measuring instrum
45、ents Instruments conforming to EN ISO 7500-1:2004 and EN ISO 7500-1:2004/AC:2009, Class 1 and over the required range of force. DIN EN 13146-4:2015-01EN 13146-4:2012+A1:2014(E)7 5.6 Verification of calibration The calibration of actuators shall be verified periodically in accordance with EN ISO 7500
46、-1 using equipment having traceability to European or International Standards using the International System of Units (SI). 6 Test specimens 6.1 Sleeper or other rail support A sleeper, half sleeper, concrete block or other rail support with cast-in fastening components or holes, and rail seats, as
47、made without modification for this test. It is recommended that two sleepers or half sleepers are used if the cast-in fastening components or holes are non-symmetrical about the longitudinal centre line of the sleeper. For surface mounted rail on slab track, the fastening system shall be mounted in
48、the centre of the top of a reinforced concrete block. The length of the block, normal to the rail, shall be 500 mm and the width 300 mm. If, for stability, it is necessary to test two rail seats, the width of the block shall be 2 the design fastening spacing in the track. The depth of the block shall be the depth of the slab or (200 10) mm, whichever is the smaller. For surface mounted fastening systems on slab track, with continu
