EN 15528-2008 3750 Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure (Incorporates Amendment A1 2012)《轨道交通 车辆和基础设.pdf

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1、BRITISH STANDARD BS EN 15528:2008Railway applications Line categories for managing the interface between load limits of vehicles and infrastructureICS 03.220.30; 45.060.20nullnull nullnullnullnullnullnullnull nullnullnullnullnullnullnull nullnullnull nullnullnullnullnullnullnullnullnullnull nullnull

2、nullnullnullnull nullnull nullnullnullnullnullnullnullnullnull nullnull nullnullnullnullnullnullnullnullnull nullnullnull+A1:2012Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-N

3、ational forewordThis British Standard is the UK implementation of EN 15528:2008+A1:2012. It supersedes BS EN 15528:2008, which is withdrawn.The UK participation in its preparation was entrusted by Technical Committee RAE/1, Railway applications, to Subcommittee RAE/1/-/8, Railway Applications Vehicl

4、e/Track Interaction.A list of organizations represented on this subcommittee can be obtained on request to its secretary.The UK committee draws users attention to the distinction between normative and informative elements, as defined in Clause 3 of the CEN/CENELEC Internal Regulations, Part 3.Normat

5、ive: Requirements conveying criteria to be fulfilled if compliance with the document is to be claimed and from which no deviation is permitted.Informative: Information intended to assist the understanding or use of the document. Informative annexes do not contain requirements, except as optional req

6、uirements, and are not mandatory. For example, a test method may contain requirements, but there is no need to comply with these requirements to claim compliance with the standard.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its c

7、orrect application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 15528:2008+A1:2012This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2008 The British Standards Institution 2013. Published by BSI

8、Standards Limited 2013Amendments/corrigenda issued since publicationDate Comments 31 January 2013 Implementation of CEN amendment A1:2012ISBN 978 0 580 77301 3Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted

9、without license from IHS-,-,-EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15528:2008+A1 October 2012 ICS 03.220.30; 45.060.20 Supersedes EN 15528:2008English Version Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure Applicati

10、ons ferroviaires - Catgories de ligne pour la gestion des interfaces entre limites de charges des vhicules et de linfrastructure Bahnanwendungen - Streckenklassen zur Bewerkstelligung der Schnittstelle zwischen Lastgrenzen der Fahrzeuge und Infrastruktur This European Standard was approved by CEN on

11、 7 February 2008 and includes Amendment 1 approved by CEN on 20 August 2012. 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 bibli

12、ographical references concerning 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 respons

13、ibility 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 members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Repub

14、lic 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 United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMAL

15、ISATION 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 for CEN national Members. Ref. No. EN 15528:2008+A1:2012: ECopyright European Committee for Standardization Provided by IHS

16、under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 2 Contents Page Foreword 4Introduction .51 Scope 62 Normative references 63 Terms and definitions .64 Classification system 84.1 Definition of line categories 84.2 Corre

17、lation between line category and speed 95 Classification of infrastructure 105.1 Civil engineering structures 105.2 Track constructions, track substructures and earthworks 115.3 Infrastructure classification results 116 Categorisation of railway vehicles 116.1 General rules . 116.2 Freight wagons .

18、126.2.1 Specific rules for freight wagons 126.2.2 Resulting load limits for freight wagons 136.3 Locomotives including power heads . 136.3.1 General . 136.3.2 Vehicles with intended equal axle loads 146.3.3 Vehicles with different axle loads . 146.3.4 4-axle locomotives 156.3.5 6-axle locomotives 15

19、6.4 Passenger carrying vehicles . 156.5 Other non-powered railway vans 156.6 Special vehicles 156.7 Vehicle categorisation results . 167 Compatibility of the interface between vehicle and infrastructure . 16Annex A (normative) Reference wagons and load models representing the line categories 18Annex

20、 B (informative) Flow chart: Classification of infrastructure and categorisation of vehicles . 22Annex C (informative) Comparison of RA-classification with line categories . 23Annex D (informative) Typical maximum speeds for different traffic types. 24Annex E (informative) Methods used to determine

21、the load carrying capacity of existing structures 25Annex F (informative) Line classification information . 26F.1 General . 26Annex G (informative) Example of calculation methodology 28G.1 General . 28G.2 Tables of calculation results for example in Annex G 30G.3 Diagram of calculation results for e

22、xample in Annex G . 32Annex H (informative) Maximum permissible axle load P Wagons with two 2-axled bogies 34Annex I (informative) Maximum permissible axle load P Wagons with two 3-axled bogies . 36Annex J (informative) L4 locomotive classes (4-axle locomotives) 38BS EN 15528:2008+A1:2012Copyright E

23、uropean Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 3 Annex K (informative) L6 locomotive classes (6-axle locomotives) 40Annex L (informative) Example of correspondenc

24、e between a national track classification system and line categories 42Annex M (informative) Weight note for locomotives . 44M.1 General . 44M.2 Example of a weight note for a series A locomotive . 45M.3 Example of a weight note for a series B locomotive . 46M.4 Example of a weight note for a series

25、 C locomotive . 47Annex ZA (informative) !Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC“ 48Bibliography 51BS EN 15528:2008+A1:2012Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproducti

26、on or networking permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 4 Foreword This document (EN 15528:2008+A1:2012) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European Standard shall be given the status of

27、a national standard, either by publication of an identical text or by endorsement, at the latest by April 2013, and conflicting national standards shall be withdrawn at the latest by April 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of pa

28、tent 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 20 August 2012. This document will supersede EN 15528:2008. The start and finish of text introduced or altered by amendment is indicated

29、in the text by tags !“. !This document has been prepared under a mandate given to CEN/CENELEC/ETSI by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, see informative Annex

30、ZA, which is an integral part of this document.“ According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, F

31、ormer 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. BS EN 15528:2008+A1:2012Copyright Euro

32、pean Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 5 Introduction Existing European railway infrastructure consists of elements designed for different purposes. Most civ

33、il engineering railway infrastructure was built before the introduction of CR-INS-TSI and Eurocodes for the design of structures. This European Standard defines a line classification system for infrastructure managers and railway undertakings to manage the interface between load limits for railway v

34、ehicles and payload limits for freight wagons and the vertical load carrying capacity of a line. The line classification system takes into account parameters such as: axle load (P), mass per unit length (p), geometrical aspects relating to the spacing of axles, speed and provides a transparent metho

35、d for determining whether the vertical loading characteristics of vehicles are compatible with the load carrying capacity of lines on the network. BS EN 15528:2008+A1:2012Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networkin

36、g permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 6 1 Scope This European Standard describes methods of classification of existing and new railway lines and the categorisation of vehicles. The standard specifies the technical requirements for ensuring the compatibility of the interf

37、ace between vehicle and infrastructure. The standard is suitable for use on freight, passenger and mixed traffic lines and contains requirements relevant to: classification of the vertical load carrying capacity of railway infrastructure; design of railway vehicles; determination of payload limits o

38、f freight wagons. A summary of the classification of infrastructure and categorisation of vehicles is given in Annex B. The assessment of the vertical load carrying capacity of civil engineering structures, track, sub-grade and earthworks by the use of the load models defined in Annex A permits the

39、classification of infrastructure into line categories. This European Standard identifies on which lines vehicles are compatible to the infrastructure under normal operation conditions without further checks regarding vertical load effects. The methodology described in this European Standard is not v

40、alid for high speed rail traffic. Tilting traffic and the working of rail mounted plant and cranes etc. are also outside the scope of this European Standard. This European Standard does not cover the system used in Great Britain, where all lines and vehicles are to be classified in accordance with t

41、he RA (Route Availability) System. A guide to the equivalent categories in accordance with this European Standard is given in Annex C. This European Standard does not cover requirements relating to the maximum total mass or maximum length of a train. The requirements of this European Standard do not

42、 replace regulations relating to e.g. dynamic wheel/rail contact force limits, vehicle ride considerations, vehicle structural design limitations, etc. 2 Normative references !The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its appl

43、ication. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.“ EN 1991-2:2003, Eurocode 1: Actions on structures Part 2: Traffic loads on bridges prEN 15663, Railway applications Vehicle Mass d

44、efinition 3 Terms and definitions For the purpose of this document, the following terms and definitions apply. 3.1 classification of infrastructure statement of the load carrying capacity of infrastructure on a line by allocation of a line category BS EN 15528:2008+A1:2012Copyright European Committe

45、e for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-EN 15528:2008+A1:2012 (E) 7 3.2 categorisation of vehicles statement of the loading characteristics of a railway vehicle, according to the combination of axl

46、e loads and axle spacing, by allocation of a line category 3.3 compatibility line category of a vehicle (or the payload limit of a wagon) is less than or equal to the classification of the line 3.4 wheel load Q static vertical wheel/rail contact forces divided by acceleration due to gravity 3.5 whee

47、l load Qiwheel load Q of the axle i 3.6 axle load P sum of the static vertical wheel forces exerted on the track through a wheelset or a pair of independent wheels divided by acceleration of gravity 3.7 axle load Piaxle load P of the axle i 3.8 design mass mass of vehicle equipped with all the consu

48、mables and occupied by all staff which it requires in order to fulfil its function plus the exceptional payload defined according to prEN 15663 3.9 intended equal axle loads of a vehicle PieVaxle loads of a vehicle designed to be equal 3.10 mean axle load of a vehicle PmVaverage axle load of PieV 3.11 group of intended equal axle loads of a vehicle PieVgroup of axle loads of axle i of a vehicle designed to be equal 3.12 mean axle load PmGVaverage axle load of PieV 3.13 mass per unit length p mass of a vehicle divided b