1、July 2013 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).ICS 9
2、3.100!%Kr“2044079www.din.deDDIN EN 13231-1Railway applications Track - Acceptance of works Part 1: Works on ballasted track Plain line, switches and crossings;English version EN 13231-1:2013,English translation of DIN EN 13231-1:2013-07Bahnanwendungen Oberbau - Abnahme von Arbeiten Teil 1: Arbeiten
3、im Schotteroberbau Gleise, Weichen und Kreuzungen;Englische Fassung EN 13231-1:2013,Englische bersetzung von DIN EN 13231-1:2013-07Applications ferroviaires Voie - Rception des travaux Partie 1: Travaux de voie ballaste Voie courante et appareils de voie;Version anglaise EN 13231-1:2013,Traduction a
4、nglaise de DIN EN 13231-1:2013-07SupersedesDIN EN 13231-1:2006-08 andDIN EN 13231-2:2006-08www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 32 pages07.13 DIN EN 13231-1:2013-07 2 A comma is used as the decimal marker. National foreword T
5、his document (EN 13231-1:2013) has been prepared by Technical Committee CEN/TC 256 “Railway appli-cations” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Fahrweg und Schienenfahrzeuge (Railway Standards Committee), Working Committee NA 08
6、7-00-01-06 UA Abnahme von Oberbauarbeiten. Amendments This standard differs from DIN EN 13231-1:2006-08 and DIN EN 13231-2:2006-08 as follows: a) DIN EN 13231-1:2006-08 and DIN EN 13231-2:2006-08 have been combined in this standard: b) the standard has been editorially revised; c) Clause 3 “Terms an
7、d definitions” has been updated; d) new Annexes A and B have been included. Previous editions DIN 13231-1: 1992-12, 2006-08 DIN 13231-2: 1992-11, 2006-08 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13231-1 May 2013 ICS 93.100 Supersedes EN 13231-1:2006, EN 13231-2:2006English Version Railwa
8、y applications - Track - Acceptance of works - Part 1: Works on ballasted track - Plain line, switches and crossings Applications ferroviaires - Voie - Rception des travaux - Partie 1: Travaux de voie ballaste - Voie courante et appareils de voie Bahnanwendungen - Oberbau - Abnahme von Arbeiten - Te
9、il 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 CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard
10、 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 Standard exists in three official versions (English, French, German). A version in any o
11、ther 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 national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republi
12、c, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN CO
13、MMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13231-1:2013: EEN 13231-1:2013 (E)
14、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 crossings 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
15、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 Specific measurements for switches and crossings and rail expansion devices . 15 4.8 Specific quality checks for switches and crossings and rail expansio
16、n 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 compaction working parameters 19 5.5 Ballast replacement/cleaning working parameters 19 6 Acceptance responsibilities 20 6.1 Preliminary procedure to
17、acceptance . 20 6.2 Consequences of the preliminary procedure to the acceptance . 21 7 Warranty . 21 Annex A (informative) Guidelines for specification of requirements of geodetic measurements . 22 Annex B (informative) Switches and crossings measurements and checks 23 Bibliography 30 DIN EN 13231-1
18、:2013-07EN 13231-1:2013 (E) 3 Foreword This document (EN 13231-1:2013) 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 t
19、ext or by endorsement, at the latest by November 2013, and conflicting national standards shall be withdrawn at the latest by November 2013. 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 resp
20、onsible 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 series EN 13231 “Railway applications Track Acceptance of works“ as listed below: Part 1: Works on ballasted track Plain line, switches and crossings
21、 (the present document) Part 3: Acceptance of reprofiling rails in track Part 4: Acceptance of reprofiling rails in switches and crossings Part 5: Procedures for rail reprofiling in plain line, switches, crossings and expansion devices NOTE Part 2 does not exist in this series. The following technic
22、al 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; definition of the absent tolerances for some existing parameters; revision of the tolerances already set up on the former version; definition
23、of new parameters and the respective tolerances. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, F
24、ormer Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13231-1:2013-07EN 13231-1:2013
25、(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 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, conc
26、erning construction of new track, track renewal and track maintenance. More particularly, this standard gives the requirements for the documentation of work parameters, for the tolerances for relative track geometry and absolute track position and for the acceptance procedures. This standard does no
27、t deal with contractual and legal aspects and it does not cover either works related to reprofiling the railhead nor the associated measurements, except for some measurements related to safety, since these works are covered by other parts of EN 13231 series. Related works, e.g. platform reconstructi
28、on, formation, drainage, level crossings are not covered by this standard. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated ref
29、erences, the latest edition of the referenced document (including any amendments) applies. EN 13450, Aggregates for railway ballast EN 13848-1, Railway applications Track Track geometry quality Part 1: Characterisation of track geometry EN 13848-2, Railway applications Track Track geometry quality P
30、art 2: Measuring systems Track recording vehicles EN 13848-3, Railway applications Track Track geometry quality Part 3: Measuring systems Track construction and maintenance machines EN 13848-4, Railway applications Track Track geometry quality Part 4: Measuring systems Manual and lightweight devices
31、 EN 13848-5, Railway applications Track Track geometry quality Part 5: Geometric quality levels Plain line EN 14587 (series), Railway applications Track Flash butt welding of rails EN 14730 (series), Railway applications Track Aluminothermic welding of rails 3 Terms and definitions For the purposes
32、of this document, the following terms and definitions apply. 3.1 works on ballasted track (including switches and crossings) works on ballasted track cover: construction of new track; renewal or partial renewal and maintenance of rails, sleepers, ballast and other components; DIN EN 13231-1:2013-07E
33、N 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 maintenance of switches and crossings (switch rail/stock rail, crossing, etc.), bearers and ballast; works to correct track geometry, e
34、.g. track tamping/levelling/lining; dynamic stabilising; ballast cleaning; stressing work; welding 3.2 plain line any section of ballasted track excluding switches and crossings 3.3 acceptance declaration of the customer to the contractor that the work has been achieved in accordance with the contra
35、ct 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 comprising the following: track gauge, alignment, longitudinal level, twist and cross level Note 1 to entry: These parameters are descri
36、bed 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 geodetic reference system. Note 2 to entry: The control of the design studies and layouts for new or upgraded tracks according to EN 1380
37、3-1 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 references EXAMPLE Network of geodetic reference points. 3.8 deviation from design track position vertical and lateral difference between the des
38、ign 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 DIN EN 13231-1:2013-07EN 13231-1:2013 (E) 6 3.10 design track gauge single value which is obtained when all the components of the track co
39、nform 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 track gauge is specified by the customer taking into account the materials, the method of measurement and whether the application is o
40、n 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 components of the track (rails, sleepers, fastenings, switches and crossings, rail expansion devices and ballast) applying new mate
41、rials, 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 works than design track gauge, new track and renewal 3.15 bearer sleeper for switches and crossings 3.16 stagger deviation in longi
42、tudinal 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 devices 4.1 General The requirements of this European Standard apply to works as defined in 3.1, to the extent that they are within t
43、he 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 accordance with the requirements of the contract. 4.2 Acceptance deadlines Acceptance shall not be carried out until the track has b
44、een 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 the passage of a maximum of 1,500 000 tonnes after the completion of the works, although the customer may extend this timescale to
45、permit any follow-up tamping to be carried out. DIN EN 13231-1:2013-07EN 13231-1:2013 (E) 7 4.3 Acceptance measurements, checks and related documentation Before acceptance, the following measurements or checks shall be carried out when applicable (manually or by automatic means), and shall be docume
46、nted: 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; 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 i
47、ntegrity 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 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 spe
48、cified 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; dynamic stabilising work as specified in 5.3; ballast compaction as specified in 5.4; ballast replacement / cleaning work as specifie
49、d 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 pads; 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
