EN 13231-1-2013 en Railway applications - Track - Acceptance of works - Part 1 Works on ballasted track - Plain line switches and crossings《铁路应用设施 轨道 作业验收 第1部分 有碴轨道的作业 平原线 铁路侧线和道岔口.pdf

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13231-1:2013Railway applications Track Acceptance of worksPart 1: Works on ballasted track Plainline, switches and crossingsBS EN 13231-1:2013 BRITISH STANDARDNational fore

2、wordThis British Standard is the UK implementation of EN 13231-1:2013.It supersedes BS EN 13231-1:2006 and BS EN 13231-2:2006 which arewithdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway Applications - Track.A list of organizations represented on this

3、 committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013 ISBN 978 0 580 74343 6 ICS 93

4、.100 Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 May 2013. Amendments issued since publicationDate T e x t a f f e c t e dBS EN 13231-1:2013EUROPEAN STANDAR

5、D NORME EUROPENNE EUROPISCHE NORM EN 13231-1 May 2013 ICS 93.100 Supersedes EN 13231-1:2006, EN 13231-2:2006English Version Railway applications - Track - Acceptance of works - Part 1: Works on ballasted track - Plain line, switches and crossings Applications ferroviaires - Voie - Rception des trava

6、ux - Partie 1: Travaux de voie ballaste - Voie courante et appareils de voie Bahnanwendungen - Oberbau - Abnahme von Arbeiten - Teil 1: Arbeiten im Schotteroberbau - Gleise, Weichen und Kreuzungen This European Standard was approved by CEN on 14 March 2013. CEN members are bound to comply with the C

7、EN/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 bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management C

8、entre 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 responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as

9、the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Neth

10、erlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of expl

11、oitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13231-1:2013: EBS EN 13231-1:2013EN 13231-1:2013 (E) 2 Contents Page Foreword . 3 1 Scope 4 2 Normative references . 4 3 Terms and definitions 4 4 Acceptance of works on plain line and on switches and cros

12、sings and rail expansion devices . 6 4.1 General . 6 4.2 Acceptance deadlines 6 4.3 Acceptance measurements, checks and related documentation 7 4.4 Relative track geometry . 8 4.5 Absolute track position 11 4.6 Other parameters and verifications for plain line and switches and crossings 12 4.7 Speci

13、fic measurements for switches and crossings and rail expansion devices . 15 4.8 Specific quality checks for switches and crossings and rail expansion devices . 16 5 Working parameters . 17 5.1 General . 17 5.2 Tamping working parameters 17 5.3 Dynamic stabilising working parameters 18 5.4 Ballast co

14、mpaction working parameters 19 5.5 Ballast replacement/cleaning working parameters 19 6 Acceptance responsibilities 20 6.1 Preliminary procedure to acceptance . 20 6.2 Consequences of the preliminary procedure to the acceptance . 21 7 Warranty . 21 Annex A (informative) Guidelines for specification

15、of requirements of geodetic measurements . 22 Annex B (informative) Switches and crossings measurements and checks 23 Bibliography 30 BS EN 13231-1:2013EN 13231-1:2013 (E) 3 Foreword This document (EN 13231-1:2013) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secre

16、tariat 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 November 2013, and conflicting national standards shall be withdrawn at the latest by November 2013. Attention is dr

17、awn 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 patent rights. This document supersedes EN 13231-1:2006, EN 13231-2:2006. This European Standard is one of the serie

18、s EN 13231 “Railway applications Track Acceptance of works“ as listed below: Part 1: Works on ballasted track Plain line, switches and crossings (the present document) Part 3: Acceptance of reprofiling rails in track Part 4: Acceptance of reprofiling rails in switches and crossings Part 5: Procedure

19、s for rail reprofiling in plain line, switches, crossings and expansion devices NOTE Part 2 does not exist in this series. The following technical modifications have been introduced during the revision: merging of EN 13231-1:2006 and EN 13231-2:2006, taking into account the similarities between them

20、; definition of the absent tolerances for some existing parameters; revision of the tolerances already set up on the former version; definition of new parameters and the respective tolerances. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following co

21、untries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,

22、Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13231-1:2013EN 13231-1:2013 (E) 4 1 Scope This European Standard specifies the minimum technical requirements and the tolerances for the acceptance of works on ballasted track situated on

23、plain line and on switches and crossings and rail expansion devices, as part of the track, for 1 435 mm and wider track gauge railways, concerning construction of new track, track renewal and track maintenance. More particularly, this standard gives the requirements for the documentation of work par

24、ameters, for the tolerances for relative track geometry and absolute track position and for the acceptance procedures. This standard does not deal with contractual and legal aspects and it does not cover either works related to reprofiling the railhead nor the associated measurements, except for som

25、e measurements related to safety, since these works are covered by other parts of EN 13231 series. Related works, e.g. platform reconstruction, formation, drainage, level crossings are not covered by this standard. 2 Normative references The following documents, in whole or in part, are normatively

26、referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13450, Aggregates for railway ballast EN 13848-1, Railway applicat

27、ions Track Track geometry quality Part 1: Characterisation of track geometry EN 13848-2, Railway applications Track Track geometry quality Part 2: Measuring systems Track recording vehicles EN 13848-3, Railway applications Track Track geometry quality Part 3: Measuring systems Track construction and

28、 maintenance machines EN 13848-4, Railway applications Track Track geometry quality Part 4: Measuring systems Manual and lightweight devices EN 13848-5, Railway applications Track Track geometry quality Part 5: Geometric quality levels Plain line EN 14587 (series), Railway applications Track Flash b

29、utt welding of rails EN 14730 (series), Railway applications Track Aluminothermic welding of rails 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 works on ballasted track (including switches and crossings) works on ballasted track cover: con

30、struction of new track; renewal or partial renewal and maintenance of rails, sleepers, ballast and other components; BS EN 13231-1:2013EN 13231-1:2013 (E) 5 removing and relaying existing track because of works on substructure (e.g. bridges, tunnels, earthworks, etc.); renewal or partial renewal and

31、 maintenance of switches and crossings (switch rail/stock rail, crossing, etc.), bearers and ballast; works to correct track geometry, e.g. track tamping/levelling/lining; dynamic stabilising; ballast cleaning; stressing work; welding 3.2 plain line any section of ballasted track excluding switches

32、and crossings 3.3 acceptance declaration of the customer to the contractor that the work has been achieved in accordance with the contract 3.4 tolerance permissible deviation from reference or designed value 3.5 relative track geometry group of parameters defining the position of the rails, usually

33、comprising the following: track gauge, alignment, longitudinal level, twist and cross level Note 1 to entry: These parameters are described in EN 13848 series. 3.6 design track position position of the track defined in the track design process Note 1 to entry: The design position is defined in the g

34、eodetic reference system. Note 2 to entry: The control of the design studies and layouts for new or upgraded tracks according to EN 13803-1 and EN 13803-2 or other regulations is not part of this standard. 3.7 actual track position position of the track when measured from external absolute reference

35、s EXAMPLE Network of geodetic reference points. 3.8 deviation from design track position vertical and lateral difference between the design track position and the actual track position 3.9 nominal track gauge single value which identifies the track gauge but may differ from the design track gauge BS

36、 EN 13231-1:2013EN 13231-1:2013 (E) 6 3.10 design track gauge single value which is obtained when all the components of the track conform precisely to their design dimensions, or their median design dimension, when there is range Note 1 to entry: It may differ from nominal track gauge. The design tr

37、ack gauge is specified by the customer taking into account the materials, the method of measurement and whether the application is on plain line or in switches and crossings. 3.11 new track new constructed track applying new materials, including formation 3.12 renewal complete replacement of all the

38、 components of the track (rails, sleepers, fastenings, switches and crossings, rail expansion devices and ballast) applying new materials, including the formation if necessary 3.13 partial renewal replacement of one or more (but not all) track components in a track section 3.14 maintenance all other

39、 works than design track gauge, new track and renewal 3.15 bearer sleeper for switches and crossings 3.16 stagger deviation in longitudinal relative position between the rail joints in the left and the right rails 4 Acceptance of works on plain line and on switches and crossings and rail expansion d

40、evices 4.1 General The requirements of this European Standard apply to works as defined in 3.1, to the extent that they are within the scope of the work. An acceptance form shall be prepared for each item of work outlining the results achieved. Acceptance is not given until the work is completed in

41、accordance with the requirements of the contract. 4.2 Acceptance deadlines Acceptance shall not be carried out until the track has been subjected to an appropriate passing tonnage described and defined by the customer. However, acceptance should occur within a period not exceeding six weeks or after

42、 the passage of a maximum of 1,500 000 tonnes after the completion of the works, although the customer may extend this timescale to permit any follow-up tamping to be carried out. BS EN 13231-1:2013EN 13231-1:2013 (E) 7 4.3 Acceptance measurements, checks and related documentation Before acceptance,

43、 the following measurements or checks shall be carried out when applicable (manually or by automatic means), and shall be documented: relative track geometry of plain line, switches and crossings as specified in 4.4; absolute track position of plain line, switches and crossings as specified in 4.5;

44、sleeper or bearer position, voiding of sleepers or bearers as specified in 4.6.2, 4.6.3, 4.6.4 and 4.6.5; correct assembly and integrity of the rail fastenings, pads and insulators as specified in 4.6.6; welds as specified in 4.6.7 (running surface and running edge); joint gaps, dips and staggers as

45、 specified in 4.6.8; insulated joints as specified in 4.6.9; ballast cross section as specified in 4.6.10; stressing work as specified in 4.6.11; specific measurements or checks for switches and crossings and rail expansion devices as specified in 4.7 and 4.8; tamping work as specified in 5.2; dynam

46、ic stabilising work as specified in 5.3; ballast compaction as specified in 5.4; ballast replacement / cleaning work as specified in 5.5; damage caused to rails, sleepers, bearers, fastenings, cables and other equipment, or where the work process has displaced the sleepers, the bearers or the rail p

47、ads; all track materials compliance with the customers relevant acceptance criteria or specifications, in particular acceptance of associated works as well as approval and acceptance of the material provided by the supplier. The customer may request additional documented measurements or checks if co

48、ntractually agreed. The customer may also restrict the choice of measuring devices if contractually agreed. Relative track geometry shall be measured by a track recording vehicle or by a track construction and maintenance machine fitted with measuring equipment, both in accordance with series EN 138

49、48. If the measuring equipment fails, or is not available, corresponding light weight or manual devices measurements shall be taken and documented. Other use of light weight or manual devices measurements shall be in accordance with series EN 13848. If track works affect track geometry, measurement of relative track geometry according to series EN 13848 shall be performed before allowing commercial trains to run. For the purpose of acceptance, every section