EN 15746-1-2010 en Railway applications - Track - Road-rail machines and associated equipment - Part 1 Technical requirements for running and working (Incorporates Amendment A1 201.pdf

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1、BS EN 15746-1:2010ICS 93.100NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDRailway applications Track Road-rail machines and associated equipmentPart 1: Technical requirements for running and working+A1:2011National forewordThis British Standard is the UK imple

2、mentation of EN 15746-1:2010+A1:2011. It supersedes BS EN 15746-1:2010, which is withdrawn.The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN ame

3、ndment A1 is indicated by !“.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 obtained on request to its secretary.This publication does not purport to include all the necessa

4、ry provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 15746-1:2010+A1:2011This British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 31 May 2010

5、BSI 2011ISBN 978 0 580 74619 2Amendments/corrigenda issued since publicationDate Comments30 November 2011 Implementation of CEN amendment A1:2011EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15746-1:2010+A1 October 2011 ICS 93.100 Supersedes EN 15746-1:2010English Version Railway applications

6、 - Track - Road-rail machines and associated equipment - Part 1: Technical requirements for running and working Applications ferroviaires - Voie - Machines rail-route et quipements associs - Partie 1: Prescriptions techniques pour la circulation et le travail Bahnanwendungen - Oberbau - Zwei-Wege-Ma

7、schinen und zugehrige Ausstattung - Teil 1: Technische Anforderungen an das Fahren und den Arbeitseinsatz This European Standard was approved by CEN on 11 March 2010 and includes Amendment 1 approved by CEN on 22 August 2011. CEN members are bound to comply with the CEN/CENELEC Internal Regulations

8、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 CEN member. This

9、 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 versions. CEN membe

10、rs 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, Slovenia, Spain,

11、Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membe

12、rs. Ref. No. EN 15746-1:2010+A1:2011: EEN 15746-1:2010+A1:2011 (E) 2 Contents Page Foreword 5Introduction .61 Scope 71.1 General 71.2 Validity of this European Standard 82 Normative references 83 Terms and definitions .94 Machine categorisation 134.1 Categories . 134.1.1 General . 134.1.2 Example of

13、 Category 8 machine . 134.1.3 Examples of Category 9 A machines 144.1.4 Examples of Category 9 B machines 154.1.5 Examples of Category 9 C machines 164.2 Type approval and categories . 174.3 Type qualification for being in a train . 175 Railway specific safety requirements and/or measures . 175.1 Ge

14、neral . 175.2 Gauge . 175.2.1 Running gauge 175.2.2 Road-rail machine in running configuration 185.2.3 Working limit . 195.2.4 Determination of lateral limit of exceedance allowed on curves in working configuration 205.2.5 Limits in lower area in working and running configuration . 205.2.6 Working l

15、imit in the upper area . 215.3 Requirement for clearance of track obstacles . 225.4 Interaction with the infrastructure 225.4.1 General . 225.4.2 Main wheels . 225.4.3 Auxiliary wheels, auxiliary guides and working parts 235.4.4 Loads applied to the ballast 235.4.5 Loads applied to the formation . 2

16、35.4.6 Forces on structures as a function of axle load configurations 245.5 Running safety equipment . 245.6 Running safety and prevention of derailment . 245.6.1 General . 245.6.2 Running safety for Category 8 machines and Category 9 machines with an admissible speed of 60 km/h 2,86; for the frame

17、of the machine g*lim= (20/2a* + 3) o/oo.; cant = 200 mm; gradient = 40 o/oowhere glimis the track twist in o/oo; 2a is the longitudinal base in metres. The vertical load on any rail wheel shall not reduce by more than 50 % (or 60 % for bogie machines) including wheel load differences between wheels

18、across axle on a flat track when the machine is placed on simulated track conditions. For machines which have a three point suspension when moving along the track, which have a minimum of 25 mm free travel on each wheel above the maximum required by the combination of conditions shown above, it is p

19、ermissible for the Q/Q tests to be proven by calculation rather than actual testing. For all other machines, and machines which cannot meet the criteria shown above, proof of safety against derailment for the first of class design in the most adversely loaded condition when moving along the track in

20、 both the running configuration and the working configuration shall be proven in accordance with BS EN 15746-1:2010+A1:2011EN 15746-1:2010+A1:2011 (E) 26 EN 14363:2005, 4.1 considering track conditions given in EN 14363:2005, 4.1.2.2.3 (normal track) and if the machine is required to operate on work

21、ing track additionally the following apply: for the bogies g+lim= 10 o/ooif 2a+ 2,86; for the bogies g+lim= (20/2a+ 3) o/ooif 2a+ 2,86; for the frame of the machine g*lim= (20/2a* + 3) o/oo. 5.6.4 Track test for all machines After the tests shown above have been successfully undertaken the first of

22、class of machine shall have actual track tests undertaken in the most adversely loaded condition in both the running mode and working mode when moving along the track at its maximum speed. These tests shall be deemed to be successful if on representative track: a) the suspension is not detrimentally

23、 excited by a representative range of track conditions; b) the machine is able to safely run through switches and crossings; c) the machine is able to run over raised check rails (as detailed in 5.3); d) the machine does not derail whilst going through switches, crossings and curves. NOTE These test

24、s should be carried out by an authorised body or by the manufacturer of the machine if the manufacturer is recognised as a testing body by the accreditation body. 5.6.5 Lifeguards Machines shall be equipped with lifeguards as described in EN 15746-2:2010, 5.10.2. 5.7 Stability and prevention of over

25、turning Requirements for prevention of overturning and stability are shown in EN 15746-2:2010, 5.11. 5.8 Machine frame and structure 5.8.1 Design of the machine frame 5.8.1.1 Requirements for Category 9 machines Except as shown below there are no special requirements for the frame strength of the ma

26、chine with respect to its use on the railway. Where a machine is converted from a road vehicle for use on the railway the engineering of that conversion shall not compromise the structural strength of the host vehicle. Any application of Category 9 machines different from the original design of the

27、host vehicle shall require a proof that the machine frame structure complies with the intended use. 5.8.1.2 Requirements for Category 8 machines Category 8 machines, machine frame shall be able to withstand the following forces without any permanent deformation when running in a train: a) machines n

28、ot permitted to be loose shunted or hump shunted shall be constructed to meet the requirements of the load cases 4.1 to 4.5 of Category FII of EN 12663:2000 with the following deviations: BS EN 15746-1:2010+A1:2011EN 15746-1:2010+A1:2011 (E) 27 1) Item 4.5, c) vertical load during lifting of the mac

29、hine frame with the bogie to 2 g; 2) Table 12 of EN 12663:2000 to read acceleration in the x direction 3 g; 3) machines which are restricted to be positioned only at the front or rear of a train are permitted to be constructed to withstand towing and impact forces of 0,8 MN. All other Category 8 mac

30、hines shall be constructed to meet the requirements of the load cases 4.1 to 4.5 of Category FI of EN 12663:2000 with the following deviations: b) Item 4.5, c) Vertical load during lifting of the machine frame with the bogie to 2 g; and c) Table 12 of EN 12663:2000 to read acceleration in the x dire

31、ction 3 g. 5.8.2 Lifting and jacking points Lifting and jacking points shall be fitted capable of safely supporting the whole machine whilst being lifted or jacked. It shall also be possible to lift or jack one end of the machine (including its running gear) with the other end resting on the remaini

32、ng running gear. The locations (and any restrictions of use) of lifting and jacking points, where fitted, shall be detailed in the technical information, see 7, b), 3), viii). For the machines of Category 8 the following requirements apply. The load cases specified EN 12663:2000, 4.3.2 shall apply f

33、or lifting and jacking under workshop and servicing operations. For lifting cases associated only with rescue following derailment or other abnormal incident, where some permanent deformation of the structure is acceptable, it is permissible to reduce the safety factor in Tables 9 and 10 from 1,1 to

34、 1,0. If a factor of 1,0 is used for a validation test, the measured strains shall be extrapolated to demonstrate the conformance to the higher factor. The location of the lifting and jacking points shall be defined by the customers operational requirements. 5.9 Inter machine couplings 5.9.1 General

35、 The detailed design of coupling systems on machines and their associated trailers shall be capable of withstanding, without permanent deformation, loads that will be encountered in service. Any limitations on machine movement, arising from the use of the coupling system, shall be identified and lis

36、ted on the type approval documentation. Machines that are intended to be coupled together in normal operation shall have coupling systems which are mechanically compatible and compliant with the following: the coupling system shall be designed to transmit, safely and without suffering damage, all th

37、e forces that arise between machines during their normal operation, including those due to traction, buffing, curving, braking, working, coupling and uncoupling; the coupling system, with the exception of buffers (if fitted), shall engage positively with the coupling system of any rail machine/vehic

38、le (including trailers) to which it is intended to couple in a train or special train as detailed in prEN 15954-1:2009, Annex A; coupling and uncoupling shall be possible on the range of track features defined for the particular machines; BS EN 15746-1:2010+A1:2011EN 15746-1:2010+A1:2011 (E) 28 the

39、coupling systems, with the exception of buffers (if fitted), shall remain positively engaged during all normal operations of the machine over the track features that they are required to negotiate; any system that controls the operation of the coupling/uncoupling shall be protected from reasonably f

40、oreseeable interference that could result in the systems inadvertent operation; it shall be possible to determine that the coupling systems are positively engaged. It shall be permissible to achieve this directly or by another suitable system of indication. If the coupling system carries the connect

41、ions that provide the continuous element of the automatic braking system, these shall be in accordance with EN 14601. 5.9.2 Category 8 machines buffing and drawgear 5.9.2.1 Couplings Requirements shall be according to EN 14033-1:2008, 10.1. 5.9.2.2 Buffers Requirements shall be according to EN 14033

42、-1:2008, 10.2. 5.9.2.3 Space to be kept free at the end of the machine Requirements shall be according to EN 14033-1:2008, 10.4. 5.10 Running gear 5.10.1 General 5.10.1.1 Category 8 machines Category 8 machines shall meet the requirements of EN 14033-1:2008, 7.5. 5.10.1.2 Category 9 machines The run

43、ning gear structures shall be designed to ensure that no significant permanent deformation or fatigue fracture occurs under all intended load cases. The supplier shall either: a) verify that the stress levels in each component of the running gear and their connection to the host vehicle are acceptab

44、le and that due account has been taken of the dynamic stresses produced by running and working on the rails; or b) provide evidence of the stress levels in the running gear and their connection to the host vehicle demonstrating that, via the safety record of machines having a comparable design and l

45、oading, that the stress levels in the running gear are acceptable. 5.10.2 Distribution of the wheelset forces in running configuration The weight of the machine in running configuration, including attachments intended to be used, should be as evenly distributed among the wheelsets of the rail wheels as possible. BS EN 15746-1:2010+A1:2011