DIN EN 13232-9-2012 Railway applications - Track - Switches and crossings - Part 9 Layouts German version EN 13232-9 2006+A1 2011《轨道交通 铁道 道岔 第9部分 布局 德文版 EN 13232-9-2006+A1-2011》.pdf

《DIN EN 13232-9-2012 Railway applications - Track - Switches and crossings - Part 9 Layouts German version EN 13232-9 2006+A1 2011《轨道交通 铁道 道岔 第9部分 布局 德文版 EN 13232-9-2006+A1-2011》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13232-9-2012 Railway applications - Track - Switches and crossings - Part 9 Layouts German version EN 13232-9 2006+A1 2011《轨道交通 铁道 道岔 第9部分 布局 德文版 EN 13232-9-2006+A1-2011》.pdf（81页珍藏版）》请在麦多课文档分享上搜索。

1、January 2012 Translation by DIN-Sprachendienst.English price group 26No 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+D“1860833www.din.deDDIN EN 13232-9Railway applications Track Switches and crossings Part 9: Layouts English translation of DIN EN 13232-9:2012-01Bahnanwendungen Oberbau Weichen und Kreuzungen Teil 9: Weichenanlagen (enthlt nderung A1:2011)Englische bersetzung von DIN EN 13232-9:2012-01Ap

3、plications ferroviaires Voie Appareils de voie Partie 9: Ensemble de lappareil (Amendement A1:2011 inclus)Traduction anglaise de DIN EN 13232-9:2012-01SupersedesDIN EN 13232-9:2006-08www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.

4、(includes Amendment A1:2011)8101.12 DIN EN 13232-9:2012-01 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 preparation was the

5、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 13232-9:2006-08 as follows: a) Annex ZA (informative) “Relationship between this European Standard and the Essential

6、Requirements of EU Directive 2008/57/EC” has been included. Previous editions DIN EN 13232-9: 2006-08 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13232-9:2006+A1 October 2011 ICS 93.100 Supersedes EN 13232-9:2006English Version Railway applications - Track - Switches and crossings - Part 9:

7、 Layouts Bahnanwendungen - Oberbau - Weichen und Kreuzungen -Teil 9: Weichenanlagen This European Standard was approved by CEN on 13 February 2006 and includes Amendment 1 approved by CEN on 13 September 2011. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate

8、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 European Standa

9、rd 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 members are the natio

10、nal 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, Sweden, Switzerl

11、and 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 Members. Ref. No. EN

12、13232-9:2006+A1:2011: EApplications ferroviaires - Voie - Appareils de voie - Partie 9: Ensemble de lappareil Contents Page Foreword . 41 Scope . 62 Normative references . 63 Terms and definitions. 74 General design process . 114.1 General process 114.2 Design step details . 124.3 Practical use of t

13、he design process . 125 General design (design step 1) . 145.1 Track layout . 145.2 Geometrical design . 145.2.1 Inputs . 145.2.2 Rules 145.2.3 Geometry plan . 145.3 Wheel rail interaction 155.3.1 Inputs . 155.3.2 Rules 155.3.3 Output 236 Main constructional design (step 2) . 436.1 Inputs . 436.2 St

14、ructural requirements . 446.2.1 General . 446.2.2 General requirements . 446.2.3 Specific requirements 446.2.4 Other requirements . 466.3 Actuation, locking and detection design 476.4 Output main construction documents. 476.4.1 Geometry . 476.4.2 Guidance 476.4.3 Actuation . 476.4.4 Constructional .

15、 486.4.5 Information lists 487 Detailed component design (step 3) . 487.1 Switches 487.2 Crossings 487.3 Expansion devices 487.4 Other components 497.5 Output assembly documents . 497.5.1 Main assembly documents 497.5.2 Optional documents . 518 Acceptance (step 4) 518.1 Inputs . 518.1.1 Documents an

16、d plans. 518.1.2 Limits of supply 518.2 Acceptance testing . 518.2.1 Components acceptance . 518.2.2 Layout assembly acceptance 528.3 Outputs 568.3.1 Documents 568.3.2 Traceability 56DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 2 8.3.3 Markings . 56Annex A (informative) Design criteria . 57A.1

17、 Geometry design . 57A.2 Wheel rail interaction 59A.3 Actuation, locking and detection conformity . 61A.4 Switch design . 63A.5 Crossing design (with fixed parts) . 65A.6 Crossing design (with moveable parts) 67A.7 Expansion devices 69Annex B (informative) Layout acceptance form. 70B.1 Justification

18、 70B.2 Example of layout acceptance form 71Annex C (informative) Functional and safety dimensions, practically used by different European Networks . 73Annex D (normative) Maximum angle of attack in obtuse crossings 74Annex ZA (informative) !Relationship between this European Standard and the Essenti

19、al Requirements of EU Directive 2008/57/EC“ . 76Bibliography 79DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 3 Foreword This document (EN 13232-9:2006+A1:2011) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European Stan

20、dard shall be given the status of a national standard, either by publication 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/E

21、TSI 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 ZA, which is an integral part of this document.“ This document includes Amendment 1, approved b

22、y CEN on 2011-09-13. This document supersedes EN 13232-9:2006. The 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 CENELE

23、C shall not be held responsible for identifying any or all such patent rights. 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 : Req

24、uirements for geometric design Part 3 : Requirements for wheel/rail 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 t

25、hroughout all parts of the standard. Parts 2 to 4 contain basic design guides 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 d

26、imensions and tolerances for layout assembly. DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 4 The following terms are used within 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 equi

27、pment on the users behalf. 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

28、, 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, Sweden, Switzerland and United Kingdom. DIN EN 13232-9:2

29、012-01 EN 13232-9:2006+A1:2011 (E) 5 1 Scope The scope of this part is: to describe the design process of switches and crossings, and the use of the other parts of this standard; to define the main criteria to be taken into account during the design of the layout, including the safety and functional

30、 dimensions as well as geometrical and material aspects; to define the main criteria to be verified during the design approval; to define the geometrical and non-geometrical acceptance criteria for inspection of layouts assembled both in the fabrication plant and at track site in case of layouts tha

31、t are delivered non or partially assembled or in a “kit” form; to determine the limits of supply; to define the minimum requirements for traceability. This European Standard applies only to layouts that are assembled in the manufacturing plant or that are assembled for the first time at trackside. O

32、ther aspects such as installation and maintenance also influence performance; these are not considered as part of this European Standard. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition

33、cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13145, Railway applications Track Wood sleepers and bearers EN 13230-4, Railway applications Track Concrete sleepers and bearers Part 4: Prestressed bearers for switches and cr

34、ossings EN 13232-2, Railway applications 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 13232-4, Railway applications Track Switches and crossings Part 4: Actuatio

35、n, locking and detection EN 13232-5, Railway applications Track Switches and crossings Part 5: Switches EN 13232-6, Railway applications Track Switches and crossings Part 6: Fixed common and obtuse crossings EN 13232-7, Railway applications Track Switches and crossings Part 7: Crossings with moveabl

36、e parts prEN 13232-8, Railway applications Track Switches and crossings Part 8: Expansion devices EN 13481 (all parts), Railway applications Track Performance requirements for fastening systems DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 6 EN 13674-1, Railway applications Track Rail Part 1: V

37、ignole 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 EN 13674-3, Railway applications Track Rail Part 3: Check rails EN 13674-4, Railway applications Track Rail Part 4: Vi

38、gnole railway rails from 27 kg/m to, but excluding 46 kg/m EN 13715, Railway applications Wheelsets and bogies Wheels Tread profile prEN 13803-2, Railway applications Track alignment design parameters Track gauges 1 435 mm and wider Part 2: Switches and crossings and comparable alignment design situ

39、ations with abrupt changes of curvature prEN 14730 (all parts), Railway applications Track Aluminothermic welding of rails UIC 505-1 , Railway transport stock Rolling stock construction gauge UIC 505-4 Effects of the application of the kinematic gauges defined in the 505 series of leaflets on the po

40、sitioning of structures in relation to the tracks and of the tracks in relation to each other UIC 510-2 Trailing stock Conditions concerning the use of wheels of various diameters with running gear of different types 3 Terms and definitions For the purposes of this European Standard, the following t

41、erms and definitions apply. 3.1 guiding force Y lateral force, acting parallel to the running surface, between the wheel and the relevant track component (usually a rail) 3.2 wheel load Q force, acting perpendicular to the running surface, between the wheel on one hand and the relevant track compone

42、nt (rail) 3.3 contact angle Aangle of the contact plane, measured at the contact point A between the wheel and the track component. In the case of a two-point contact, the one nearest the wheel flange will be considered. DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 7 N1) National footnote: Obt

43、ainable from: Beuth Verlag GmbH, Auslandsnormenservice (ANS), 10772 Berlin N1), N1),N1)Key Acontact angle A contact point Figure 1 Contact angle This contact angle determines the contact danger zone on the wheel, as defined in EN 13232-3 3.4 friction coefficient friction coefficient encountered at t

44、he contact point where the contact angle is determined 3.5 flange sharpness qRparameter which characterises the sharpness of the wheel flange. The measurement is taken in accordance with UIC 510-2 at the active side of the flange as defined in Figure 2. It is the distance, parallel to the wheel axis

45、, between the following two points: reference point on the profile, at a distance from wheel axis of 10 mm more than the wheel radius; reference point located at a distance 2 mm from the flange tip towards the wheel axis DIN EN 13232-9:2012-01 EN 13232-9:2006+A1:2011 (E) 8 Dimensions in millimetres

46、Key a wheel back to back qRflange sharpness b flange width R wheel radius hflflange depth Figure 2 Wheel parameters 3.6 flange depth hflsee EN 13232-3 3.7 wheel back-to-back a see EN 13232-2. The symbol “a” is used throughout this standard. An index max or min is given to this symbol according respe

47、ctively to the maximum and minimum values that can occur during operation 3.8 flange width b see EN 13232-2. The symbol “b“ is used throughout this standard. An index max or min is given to this symbol according respectively to the maximum and minimum values that can occur during operation 3.9 switch point retraction E distance, measured at the reference plane, between the reference line of switch and stock rail at the actual switch toe DIN E