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本文(DIN EN 13232-8-2012 Railway applications - Track - Switches and crossings - Part 8 Expansion devices German version EN 13232-8 2007+A1 2011《轨道交通 铁道 道岔 第8部分 扩张装置 德文版 EN 13232-8-2007.pdf)为本站会员(arrownail386)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

DIN EN 13232-8-2012 Railway applications - Track - Switches and crossings - Part 8 Expansion devices German version EN 13232-8 2007+A1 2011《轨道交通 铁道 道岔 第8部分 扩张装置 德文版 EN 13232-8-2007.pdf

1、January 2012 Translation by DIN-Sprachendienst.English price group 15No 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!$y+“1860829www.din.deDDIN EN 13232-8Railway applications Track Switches and crossings Part 8: Expansion devices English translation of DIN EN 13232-8:2012-01Bahnanwendungen Oberbau Weichen und Kreuzungen Teil 8: Auszugsvorrichtungen (enthlt nderung A1:2011)Englische bersetzung von DIN EN 13

3、232-8:2012-01Applications ferroviaires Voie Appareils de voie Partie 8: Appareils de dilatation (Amendement A1:2011 inclus)Traduction anglaise de DIN EN 13232-8:2012-01SupersedesDIN EN 13232-8:2007-06www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be consider

4、ed authoritative.(includes Amendment A1:2011)3901.12 DIN EN 13232-8:2012-01 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany). The responsible German body involved in its pre

5、paration was the Normenausschuss Fahrweg und Schienenfahrzeuge (Railway Standards Committee), Working Committee NA 087-00-01-05 UA Weichen und Kreuzungen. Amendments This standard differs from DIN EN 13232-8:2007-06 as follows: a) Annex ZA (informative) “Relationship between this European Standard a

6、nd the Essential Requirements of EU Directive 2008/57/EC” has been included. Previous editions DIN EN 13232-8: 2007-06 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13232-8:2007+A1 October 2011 ICS 93.100 Supersedes EN 13232-8:2007English Version Railway applications - Track - Switches and cr

7、ossings - Part 8: Expansion devices Bahnanwendungen - Oberbau - Weichen und Kreuzungen -Teil 8: Auszugsvorrichtungen This European Standard was approved by CEN on 17 February 2007 and includes Amendment 1 approved by CEN on 13 September 2011. CEN members are bound to comply with the CEN/CENELEC Inte

8、rnal 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 the CEN-CENELEC Management Centre or to any

9、 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 Centre has the same status as the official ve

10、rsions. CEN members 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,

11、Slovenia, Spain, 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 C

12、EN national Members. Ref. No. EN 13232-8:2007+A1:2011: EApplications ferroviaires - Voie - Appareils de voie - Partie 8: Appareils de dilatation EN 13232-8:2007+A1:2011 (E) 2 Contents Page Foreword 3Introduction .51 Scope 62 Normative references 63 Terms and definitions .63.1 General definitions 63.

13、2 Main types of expansion devices .84 Design 134.1 Design inputs 134.2 Design rules 144.2.1 General rules . 144.2.2 Wheel/rail interaction . 154.2.3 Specific rules . 154.3 Performance requirements 164.4 Materials 164.5 Design output 174.5.1 Detailed component plans . 174.5.2 Assembly documents . 175

14、 Tolerances and inspection 175.1 General . 175.2 Tools and instruments . 175.3 Critical dimensions . 175.4 Adjustment switch (bayonet type) 185.5 Expansion switch 235.6 Certification . 325.7 Methods of examination for structural defects . 325.7.1 Visual . 325.7.2 Dye penetrant and/or magnetic partic

15、le . 326 Longitudinal resistance testing . 336.1 Test method . 336.2 Test results 337 Acceptance testing . 338 Limits and extent of supply . 349 Identification marks 34Annex ZA (informative) !Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC“ 35DIN

16、 EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 3 Foreword This document (EN 13232-8:2007+A1:2011) 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 p

17、ublication of an identical text or by endorsement, at the latest by April 2012, and conflicting national standards shall be withdrawn at the latest by April 2012. !This document has been prepared under a mandate given to CEN/CENELEC/ETSI by the European Commission and the European Free Trade Associa

18、tion, and supports essential requirements of EU Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, see informative Annex ZA, which is an integral part of this document.“ This document includes Amendment 1, approved by CEN on 2011-09-13. This document supersedes EN 13232-8:2007. The

19、 start and finish of text introduced or altered by amendment is indicated in the text by tags ! “. Attention is drawn to the possibility that some of 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 pa

20、tent rights. This series of standards “Railway applications Track Switches and crossings” covers the design and quality of switches and crossings in flat bottomed rail. The list of Parts is as follows: Part 1: Definitions Part 2: Requirements for geometric design Part 3: Requirements for wheel/rail

21、interaction 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 gui

22、des and are applicable to all switch and crossing assemblies. The latter parts, from 5 onwards, deal with particular types of equipment, including their tolerances. Part 9 defines the functional and geometric dimensions and tolerances for layout assemblies. These use Parts 1 to 4 as a basis. The fol

23、lowing terms are used within to define the parties involved in using the EN as the technical basis for a transaction: DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 4 Customer The Operator or User of the equipment, or the Purchaser of the equipment on the Users behalf. Supplier The body responsi

24、ble 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, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark,

25、 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. DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 5 Introduction An

26、expansion device is a device which permit longitudinal relative rail movement of two adjacent rails, while maintaining correct guidance and support. These longitudinal movements may be required in: a) interrupted CWR (continuously welded rail); b) structure movement; c) or a combination of both. DIN

27、 EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 6 1 Scope This part of EN 13232 covers the following subjects: to establish a working terminology for expansion devices, for their constituent parts and for the types; to specify the minimum manufacturing requirements for expansion devices and their co

28、nstituent parts; to formulate codes of practice for inspection and tolerances; to define the method by which expansion devices and their parts should be identified and traced. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated

29、references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13146-1, Railway applications Track Test methods for fastening systems Part 1: Determination of longitudinal rail restraint EN 13232-2, Railway app

30、lications Track Switches and crossings Part 2: Requirements for geometric design EN 13232-3, Railway applications Track Switches and crossings Part 3: Requirements for wheel/rail interaction EN 13232-9, Railway applications Track Switches and crossings Part 9: Layouts EN 13715, Railway applications

31、Wheelsets and bogies Wheels Wheels tread UIC 510-2, Trailing stock: wheels and wheelsets Conditions concerning the use of wheels of various diameters 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 General definitions 3.1.1 hand (of half set)

32、 adjustment switch (bayonet type) LH (left hand) half set or RH (right hand) when viewed standing in the track gauge and facing the tips of the inside rails. With check rails, there may be two LH or two RH half sets, see Figure 6, or opposite hand half sets 3.1.2 hand (of half set) expansion switch

33、LH half set or a RH half set when viewed standing in the track gauge and facing the toes of the expansion switch 3.1.3 expansion capacity C maximum permissible relative longitudinal movement between the two rails, where: C = Dmax Dmin DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 7 Key Key Dmin

34、minimum gap Dmaxmaximum gap Figure 1 Closed position Figure 2 Open position 3.1.4 relative displacement rail / support maximum permissible relative longitudinal movement between the rail (switch or stock rail) and the corresponding support (base plate or bearer) 3.1.5 mean position position where th

35、e expansion capacity and the relative displacement of rails are half way, and the bearers are in their nominal position 3.1.6 design position nominal position where the expansion capacity and the relative displacement of rails are half way, especially where shrinkage of concrete structures, for exam

36、ple, will shift the mean position Key Dminminimum gap Dmaxmaximum gap M mean position Figure 3 Mean position DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 8 3.2 Main types of expansion devices 3.2.1 adjustment switch (bayonet type) expansion device with interruption of the running edge 3.2.1.1

37、Adjustment switch without check rails (both sides moveable) Key 1 slide chair 4 moveable rails 2 low restrain fastening 5 bearer straps 3 standard fastening R reference point Figure 4 Adjustment switch both sides moveable DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 9 3.2.1.2 Adjustment switch

38、 without check rails (one side moveable) Key 1 slide chair 5 fixed rails 2 low restrain fastening 6 bearer straps 3 standard fastening R reference point 4 moveable rails Figure 5 Adjustment switch one side moveable DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 10 3.2.1.3 Adjustment switch with

39、check rails (both sides moveable) Key 1 slide chair 5 check rails 2 low restrain fastening 6 bearer strap 3 standard fastening R reference point 4 moveable rails Figure 6 Adjustment switch with check rails both sides moveable DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 11 3.2.1.4 Adjustment s

40、witch with check rails (one side moveable) Key 1 slide chair 5 fixed rails 2 low restrain fastening 6 check rails 3 standard fastening 7 bearer strap 4 moveable rails R reference point Figure 7 Adjustment switch with check rails one side moveable 3.2.2 expansion switch expansion device without inter

41、ruption of the running edge DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 12 3.2.2.1 Expansion switch with moveable stock rails Key 1 slide chair 5 fixed switch rails 2 low restrain fastening 6 bearer strap 3 standard fastening R reference point 4 moveable stock rails Figure 8 Expansion switch

42、moveable stock rails 3.2.2.2 Expansion switch with moveable switch rails Key 1 slide chair 5 moveable switch rails 2 low restrain fastening 6 bearer strap 3 standard fastening R reference point 4 fixed stock rails Figure 9 Expansion switch moveable switch rails DIN EN 13232-8:2012-01 EN 13232-8:2007

43、+A1:2011 (E) 13 3.2.2.3 Expansion switch both sides moveable Key 1 slide chair 5 moveable switch rails 2 low restrain fastening 6 bearer strap 3 standard fastening R reference point 4 moveable stock rails Figure 10 Expansion switch both sides moveable 4 Design 4.1 Design inputs The following informa

44、tion shall be supplied by the customer to the supplier: axle load; gross annual tonnage; train speed; nominal track gauge; direction of traffic; track geometry. In addition the customer shall decide: the type of expansion device to be applied; the expansion capacity of the expansion device as well a

45、s the maximum displacement rail/support. If the latter is not provided, it shall be estimated to be half the expansion capacity of the device; the basic rail section and grade; the rail inclination to be applied through the expansion device; the fastening system to be applied; the nominal support sp

46、acing; DIN EN 13232-8:2012-01 EN 13232-8:2007+A1:2011 (E) 14 type of support structure, e.g. bearer, slab track; special requirements, e.g. limits of vertical and horizontal end rotations, limits of local vertical and horizontal radii of track, limits of uplift movements on rail supports adjacent to

47、 the gap between the structure and the abutment or between the structures. The following elements shall be agreed between customer and supplier: the special rail profiles to be applied for the construction (if applicable); the constructional length; the machining details of the rail sections; the ma

48、ximum support spacing in service. 4.2 Design rules 4.2.1 General rules 4.2.1.1 Support panel In the case where 1 side is moveable, a number of bearers shall be restrained from moving. This is normally a minimum of four bearers. The incoming rails shall have low resistance fastenings on the restrained bearers to permit movement of the movea

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