BS EN 13232-7-2006 Railway applications - Track - Switches and crossings - Crossings with moveable parts《轨道交通 轨道 铁道侧线和道岔口 可移动部分的道叉口》.pdf

《BS EN 13232-7-2006 Railway applications - Track - Switches and crossings - Crossings with moveable parts《轨道交通 轨道 铁道侧线和道岔口 可移动部分的道叉口》.pdf》由会员分享，可在线阅读，更多相关《BS EN 13232-7-2006 Railway applications - Track - Switches and crossings - Crossings with moveable parts《轨道交通 轨道 铁道侧线和道岔口 可移动部分的道叉口》.pdf（68页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARDBS EN 13232-7:2006Railway applications Track Switches and crossings Part 7: Crossings with moveable partsThe European Standard EN 13232-7:2006 has the status of a British StandardICS 45.080g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49

2、g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIBS EN 13232-7:2006This British Standard was published under the authority of the Standards Policy and Strategy

3、 Committee on 28 April 2006 BSI 2006ISBN 0 580 48176 XNational forewordThis British Standard is the official English language version of EN 13232-7:2006.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway track components, which has the responsibility to: A li

4、st of organizations represented on this committee can be obtained on request to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standard

5、s Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard doe

6、s not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developme

7、nts and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, the EN title page, pages 2 to 65 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No

8、. Date CommentsLicensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13232-7March 2006ICS 45.080English VersionRailway applications - Track - Switches and crossings - Part 7:Crossings with moveable partsApplications fer

9、roviaires - Voie - Appareils de voie - Partie7: Coeurs parties mobilesBahnanwendungen - Oberbau - Weichen und Kreuzungen -Teil 7: Herzstcke mit beweglichen BauteilenThis European Standard was approved by CEN on 9 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations

10、which stipulate the conditions for giving this EuropeanStandard 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 Central Secretariat or to any CEN member.This European Sta

11、ndard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standa

12、rds bodies of Austria, Belgium, 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, Sweden, Switzerland and United Kingdom.EUROPEAN

13、 COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13232-7:2006: ELicensed Copy: Wang

14、Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 2 Contents Page Foreword 4 Introduction6 1 Scope .7 2 Normative references .7 3 Types of crossing with moveable parts 8 3.1 Common crossings with moveable parts8 3.2 Obtuse crossings with moveable parts.8 3.3 Materi

15、als 9 3.4 Geometry .9 3.5 Inclination of the running table9 3.6 Construction9 3.7 Relationship with the adjacent track .9 4 Terms and definitions.10 4.1 Common crossing with moveable point (Figure 7) 10 4.2 Common crossing with moveable wing rails (Figure 8).11 4.3 Obtuse crossing with moveable part

16、s (Figure 9) .12 5 Design requirements 13 5.1 Geometrical data.13 5.2 Rolling stock data .14 5.2.1 Maximum axle load .14 5.2.2 Maximum speed 14 5.2.3 Wheel profile, diameter, back to back and wheel set dimensions 14 5.2.4 Note14 5.3 Supports and fastenings 14 5.4 Interface between crossing with move

17、able parts and operating system .15 5.5 Transfer of longitudinal track forces.15 5.6 Other requirements.15 5.7 Drawings15 6 Tolerances and inspection.15 6.1 General 15 6.2 Tools and instruments16 6.3 Critical dimensions.16 6.3.1 General 16 6.3.2 Critical dimensions for common crossings with moveable

18、 point.16 6.3.3 Critical dimensions for common crossings with moveable wing rails.16 6.3.4 Critical dimensions for obtuse crossings with moveable parts16 6.4 Certification.16 6.5 Methods of examination for structural defects.17 6.5.1 Visual .17 6.5.2 Dye penetrant and/or magnetic particle 17 6.5.3 U

19、ltrasound.17 6.5.4 Radiography17 7 Limits and extent of supply17 8 Identification marks 17 Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 3 Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of E

20、U Directive 96/48/EC of 23 July 1996 on the interoperability of the trans-European high-speed rail system amended by Directive 2004/50/EC of 29 April 2004 .63 Bibliography.65 Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 4 Foreword This Euro

21、pean Standard (EN 13232-7:2006) 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 a national standard, either by publication of an identical text or by endorsement, at the latest by

22、 September 2006, and conflicting national standards shall be withdrawn at the latest by September 2006. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association to support Essential Requirements of EU Directive 96/48/EC

23、of 23 July 1996 on the interoperability of the trans-European high-speed rail system amended by the Directive 2004/50/EC of the European Parliament and of the Council of 29 April 2004. For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this European Standar

24、d. This series of standards “Railway applications Track Switches and crossings” covers the design and quality of switches and crossings in flat bottom rails. The list of parts is as follows: Part 1 : Definitions Part 2 : Requirements for geometric design Part 3 : Requirements for wheel/rail interact

25、ion Part 4 : Actuation, locking and detection Part 5 : Switches Part 6 : Fixed common and obtuse crossings Part 7 : Crossings with moveable parts Part 8 : Expansion devices Part 9 : Layouts Part 1 contains terminology used throughout all parts of the standard. Parts 2 to 4 contain basic design guide

26、s and are applicable to all switch and crossing assemblies. Parts 5 to 8 deal with particular types of equipment, including their tolerances. These use parts 1 to 4 as a basis. Part 9 defines the functional and geometrical dimensions and tolerances for layout assembly. The following terms are used w

27、ithin to define the parties involved in using the EN as the technical basis for a transaction: CUSTOMER The operator or user of the equipment, or the purchaser of the equipment on the users behalf. Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (

28、E) 5 SUPPLIER The body responsible for the use of the EN in response to the customers requirements. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republ

29、ic, 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. Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006

30、, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 6 Introduction The requirements of crossings with moveable parts are that they are capable of performing their intended purpose, which is to allow a vehicle to pass the area where the two rails cross with a continuous running edge. That means the wheel

31、s of the vehicle are fully supported and guided in the whole crossing area, either in the facing or trailing direction. The main criteria for the selection of crossings with moveable parts are: improvement of ride comfort; reduction of noise and vibration; reduction of maintenance; mixed traffic con

32、ditions (e.g. train/tram); security against derailment. This last point is particularly important (critical) in diamond crossings. Effectively, as the wheel diameter and the obtuse crossing angle decrease, the distance without guidance (EN 13232-3:2003, 4.2.5) increases. Therefore, to assure the saf

33、ety of running of the wheel set over the diamond crossing, it is sometimes necessary to design the obtuse crossing as moveable. Rules and recommendations for security against derailment in diamond crossings are set down in part 9 of this standard. The crossings with moveable parts shall be designed

34、to withstand all external forces from rolling stock, thermal influences etc. The customer shall specify the maximum strains or stresses due to external thermal forces that the crossing with moveable parts has to withstand. Operating, signalling systems, heater systems, load bearing supports, maintai

35、nability and safety are all major factors which should be taken into account during the design. The performance criteria shall be based on information given by the customer. The design and selection of types of crossings with moveable parts will be influenced by axle loads, frequency of traffic and

36、speed. Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 7 1 Scope The scope of this part is: to establish a working terminology for crossings with moveable parts, which means crossings with moveable parts to close the gap of the running edge, a

37、nd their constituent parts, and identify the main types; to list the minimum informative requirements for the manufacture of crossings with moveable parts and/or their constituent parts; to formulate codes of practice for inspection and tolerances for crossings with moveable parts and/or their const

38、ituent parts; to establish the limits and extent of supply; to list the method by which crossings with moveable parts and their constructional parts should be identified and traced; to list the different and varying ways by which crossings with moveable parts can be described, using the following pa

39、rameters: geometry of crossings; types of construction; performance requirements; design criteria; tolerances and inspection. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applie

40、s. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13145, Railway applications Track Wood sleepers and bearers EN 13146 (all parts), Railway applications Track Test methods for fastening systems EN 13230 (all parts), Railway applications T

41、rack Concrete sleepers and bearers EN 13232-1, Railway applications Track Switches and crossings Part 1: Definitions EN 13232-2, Railway applications Track Switches and crossings Part 2: Requirements for geometric design EN 13232-4, Railway applications Track Switches and crossings Part 4: Actuation

42、, locking and detection prEN 13232-9, Railway applications Track Switches and crossings Part 9: Layouts EN 13481 (all parts), Railway applications Track Performance requirements for fastening systems Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006

43、 (E) 8 EN 13674-1, Railway applications Track Rail Part 1: Vignole railway rails 46 kg/m and above EN 13674-2, Railway applications Track Rail Part 2: Switch and crossing rails used in conjunction with Vignole railway rails 46 kg/m and above prEN 13674-3, Railway applications Track Rail Part 3: Chec

44、k rails EN 13674-4, Railway applications Track Rail Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m UIC 866, Technical specification for the supply of cast manganese steel crossings for switch and crossing work 3 Types of crossing with moveable parts 3.1 Common crossings with mo

45、veable parts There are two major types of common crossing with moveable parts. These are crossing with moveable point (see Figure 1) and crossing with moveable wing rails (see Figure 2). In both cases: The wings and vee support can be: saddle (cast, welded, machined); assembled (made of different ra

46、il profiles, e.g. standard rail, asymmetric low section, symmetric thick web section etc.). The vee can be: monobloc (cast, welded, machined); assembled (made of different rail profiles, e.g. standard rail, asymmetric low section, symmetric thick web section etc.). Rail profiles shall be according t

47、o EN 13674-1 and EN 13674-2. In the case of a crossing with moveable point: point may or may not contain a longitudinal sliding area; vee of point and splice rail may be coupled by bolting, welding or fabricated out of a monobloc and welded to their respective adjacent legs. For example see Figures

48、3, 4 and 5. In the case of a crossing with moveable wing rails a longitudinal sliding area is not required. Other types of construction and their requirements shall be agreed between customer and supplier. 3.2 Obtuse crossings with moveable parts The main type of obtuse crossing with moveable parts

49、is the switch diamond crossing (see Figure 6). The wing and switches rails support can be: Licensed Copy: Wang Bin, na, Fri Jul 14 08:24:30 BST 2006, Uncontrolled Copy, (c) BSIEN 13232-7:2006 (E) 9 saddle (cast, welded, machined); assembled (made of different rail profiles, e.g. standard rail, asymmetric low section, symmetric thick web section etc.). The wing rail can be: monobloc (cast, welded, machined); assembled (made of different