BS EN 15528-2008 Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure《轨道交通 车辆和基础设施的载荷限值间分界管理用线路分类》.pdf

《BS EN 15528-2008 Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure《轨道交通 车辆和基础设施的载荷限值间分界管理用线路分类》.pdf》由会员分享，可在线阅读，更多相关《BS EN 15528-2008 Railway applications - Line categories for managing the interface between load limits of vehicles and infrastructure《轨道交通 车辆和基础设施的载荷限值间分界管理用线路分类》.pdf（54页珍藏版）》请在麦多课文档分享上搜索。

1、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIg49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58b

2、etween load limits of vehicles and infrastructureICS 03.220.30; 45.060.20Railway applications Line categories for managing the interface BRITISH STANDARDBS EN 15528:2008BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIThis British Sta

3、ndard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2008 BSI 2008ISBN 978 0 580 57116 9This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British St

4、andard cannot confer immunity from legal obligations.Amendments/corrigenda issued since publicationDate Commentsdocument is to be claimed and from which no deviation is permitted CEN/CENELEC Internal Regulations, Part 3: Rules for the Structure and Drafting of European Standards (PNE-Rules). “Inform

5、ative” Information (not mandatory) intended to assist the understanding or use of the document. Informative annexes shall not contain requirements, except as optional requirements. (For example, a test method that is optional may contain requirements but there is no need to comply with these require

6、ments to claim compliance with the document.)National forewordThis British Standard is the UK implementation of EN 15528:2008. The UK participation in its preparation was entrusted by Technical Committee RAE/1, Railway applications, to Panel RAE/1/-/8, Vehicle/track interaction.A list of organizatio

7、ns represented on this committee can be obtained on request to its secretary.“Normative” A (mandatory) requirement defined as an expression in the content of a document conveying criteria to be fulfilled if compliance with the EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15528March 2008ICS 03.2

8、20.30; 45.060.20English VersionRailway applications - Line categories for managing the interfacebetween load limits of vehicles and infrastructureApplications ferroviaires - Catgories de ligne pour lagestion des interfaces entre limites de charges desvhicules et de linfrastructureBahnanwendungen - S

9、treckenklassen zur Bewerkstelligungder Schnittstelle zwischen Lastgrenzen der Fahrzeuge undInfrastrukturThis European Standard was approved by CEN on 7 February 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStand

10、ard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (English, French,

11、German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech

12、Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE

13、 NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2008 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15528:2008: ELicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01

14、:59, Uncontrolled Copy, (c) BSIEN 15528:2008 (E) 2 Contents Page Foreword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms and definitions .6 4 Classification system 8 4.1 Definition of line categories8 4.2 Correlation between line category and speed 9 5 Classification of infrastructure.1

15、0 5.1 Civil engineering structures .10 5.2 Track constructions, track substructures and earthworks.11 5.3 Infrastructure classification results.11 6 Categorisation of railway vehicles.11 6.1 General rules11 6.2 Freight wagons 12 6.2.1 Specific rules for freight wagons.12 6.2.2 Resulting load limits

16、for freight wagons .13 6.3 Locomotives including power heads 13 6.3.1 General13 6.3.2 Vehicles with intended equal axle loads .14 6.3.3 Vehicles with different axle loads 14 6.3.4 4-axle locomotives.15 6.3.5 6-axle locomotives.15 6.4 Passenger carrying vehicles 15 6.5 Other non-powered railway vans

17、.15 6.6 Special vehicles .15 6.7 Vehicle categorisation results16 7 Compatibility of the interface between vehicle and infrastructure 17 Annex A (normative) Reference wagons and load models representing the line categories.19 Annex B (informative) Flow chart: Classification of infrastructure and cat

18、egorisation of vehicles .23 Annex C (informative) Comparison of RA-classification with line categories24 Annex D (informative) Typical maximum speeds for different traffic types25 Annex E (informative) Methods used to determine the load carrying capacity of existing structures .26 Annex F (informati

19、ve) Line classification information 27 F.1 General27 Annex G (informative) Example of calculation methodology .29 G.1 General29 G.2 Tables of calculation results for example in Annex G.31 G.3 Diagram of calculation results for example in Annex G33 Annex H (informative) Maximum permissible axle load

20、P Wagons with two 2-axled bogies.35 Annex I (informative) Maximum permissible axle load P Wagons with two 3-axled bogies 37 Annex J (informative) L4 locomotive classes (4-axle locomotives).39 BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy,

21、(c) BSIEN 15528:2008 (E) 3 Annex K (informative) L6 locomotive classes (6-axle locomotives)41 Annex L (informative) Example of correspondence between a national track classification system and line categories 43 Annex M (informative) Weight note for locomotives.45 M.1 General .45 M.2 Example of a we

22、ight note for a series A locomotive .46 M.3 Example of a weight note for a series B locomotive .47 M.4 Example of a weight note for a series C locomotive .48 Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2001/16, as modified by Dire

23、ctive 2004/50/EC49 Bibliography50 BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIEN 15528:2008 (E) 4 Foreword This document (EN 15528:2008) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat

24、of 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 September 2008, and conflicting national standards shall be withdrawn at the latest by September 2008. This document has be

25、en prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive 2001/16, as modified by Directive 2004/50/EC. According to the CEN/CENELEC Internal Regulations, the national standards organizations of th

26、e following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovaki

27、a, Slovenia, Spain, Sweden, Switzerland and United Kingdom. BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIEN 15528:2008 (E) 5 Introduction Existing European railway infrastructure consists of elements designed for different purpose

28、s. Most civil 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 fo

29、r railway vehicles 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 transp

30、arent method for determining whether the vertical loading characteristics of vehicles are compatible with the load carrying capacity of lines on the network. BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIEN 15528:2008 (E) 6 1 Scope

31、 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 interface between vehicle and infrastructure. The standard is suitable for use on

32、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 of freight wagons. A summary of the classification of infrastructure and cate

33、gorisation 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 classification of infrastructure into line categories. This European Standar

34、d 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 valid for high speed rail traffic. Tilting traffic and the working of rail mo

35、unted 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 the RA (Route Availability) System. A guide to the equivalent categories in a

36、ccordance 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 replace regulations relating to e.g. dynamic wheel/rail contact force limit

37、s, vehicle ride considerations, vehicle structural design limitations etc. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referen

38、ced 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 definition 3 Terms and definitions For the purpose of this document, the following terms and definitions apply. 3.1 classi

39、fication of infrastructure statement of the load carrying capacity of infrastructure on a line by allocation of a line category BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Copy, (c) BSIEN 15528:2008 (E) 7 3.2 categorisation of vehicles statem

40、ent of the loading characteristics of a railway vehicle, according to the combination of axle 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

41、 Q static vertical wheel/rail contact forces divided by acceleration due to gravity 3.5 wheel 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

42、load Piaxle load P of the axle i 3.8 design mass mass of vehicle equipped with all the consumables 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 v

43、ehicle 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 v

44、ehicle divided by length over buffers 3.14 length over buffers L length between coupling planes when coupled 3.15 axle spacing design values of the distances between the centres of adjacent axles BS EN 15528:2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 12/09/2008 01:59, Uncontrolled Co

45、py, (c) BSIEN 15528:2008 (E) 8 3.16 payload limit maximum allowable payload for a wagon related to each line category 3.17 maximum passenger traffic speed / maximum freight traffic speed additional information provided by the infrastructure manager giving the general limit to the maximum traffic spe

46、ed on a line according to the type of traffic 3.18 line speed general maximum speed of traffic on a route 3.19 associated maximum speed local maximum speed for which the line category is valid 3.20 reference wagon virtual vehicle used as a module of loading for a load model defined by axle load, mas

47、s per meter and axle spacing 3.21 load model defined by a specific formation of reference wagons 3.22 line category denotation of the specific load model based on reference wagons 3.23 series of locomotives locomotives designed to be equal 4 Classification system 4.1 Definition of line categories Th

48、e use of a classification system using line categories permits easy understanding of the load-related compatibility of infrastructure and vehicles. The line category as the result of the classification process represents the ability of the infrastructure (track, track substructures, earthworks, brid

49、ges and structures) to withstand the vertical loads imposed by vehicles on the line or section of line for regular service. Lines shall be classified into different line categories. Each line category (A, B1, B2, C2, C3, C4, D2, D3, D4, D4xL and also E4 and E5) is defined by the capacity of a line to withstand the loads represented by load models based on reference wagons defined by the three characteristics shown in Annex A: axle load; mass per unit length; geometrical characteristics of the spacing of axles. Line categories E4 and E5 are define