CEN TR 16513-2014 Railway applications - Track - Survey of track geometry quality《铁路应用 轨道 轨道几何质量调查》.pdf

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1、BSI Standards PublicationRailway applications Track Survey of track geometry qualityPD CEN/TR 16513:2014National forewordThis Published Document is the UK implementation of CEN/TR 16513:2014.The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway Applications Track

2、.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisions ofa contract. Users are responsible for its correct application. The British Standards Institution 2014.Published by BSI Standar

3、ds Limited 2014ISBN 978 0 580 77867 4ICS 93.100Compliance with a British Standard cannot confer immunity fromlegal obligations.This Published Document was published under the authority of theStandards Policy and Strategy Committee on 30 April 2014.Amendments/corrigenda issued since publicationDate T

4、ext affectedPUBLISHED DOCUMENTPD CEN/TR 16513:2014TECHNICAL REPORT RAPPORT TECHNIQUE TECHNISCHER BERICHT CEN/TR 16513 March 2014 ICS 93.100 English Version Railway applications - Track - Survey of track geometry quality Applications ferroviaires - Voie - Analyse de la qualit de la gomtrie de la voie

5、 Bahnanwendungen - Oberbau - berblick ber die geometrische Gleislagequalitt This Technical Report was approved by CEN on 18 May 2013. It has been drawn up by the Technical Committee CEN/TC 256. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republ

6、ic, 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 C

7、OMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. CEN/TR 16513:2014 EPD CEN

8、/TR 16513:2014Contents Page Foreword 3 1 Scope 4 2 Terms and definitions . 4 3 Symbols and abbreviations 4 4 Methodology . 5 4.1 General considerations and confidentiality 5 4.2 Collected data 5 4.2.1 Scope of survey . 5 4.2.2 Speed classes applied 5 4.2.3 Calculation of standard deviation 6 4.2.4 C

9、alculation of cumulative frequency distributions 6 4.3 Data processing . 6 5 Participating networks and involvement . 6 5.1 Participating networks 6 5.2 Sample size of track data 7 6 Results 7 6.1 Results for standard deviation of longitudinal level 7 6.2 Results for standard deviation of alignment

10、9 6.3 Observation on results 11 7 Application of the results to EN 13848-6 . 12 Annex A (informative) Tables for cumulative frequency distributions for average track quality of all participating networks 13 Annex B (informative) Spread of data collected 15 Bibliography 17 PD CEN/TR 16513:2014CEN/TR

11、16513:2014 (E) 3 Foreword This document (CEN/TR 16513:2014) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN a

12、nd/or CENELEC shall not be held responsible for identifying any or all such patent rights. PD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 4 1 Scope CEN/TC 256/SC 1/WG 28 “Railway applications/Infrastructure/Track geometry quality“ conducted a survey of the geometric quality of track across European railw

13、ay networks. This was to get an understanding and overview of the track geometry across Europe in order to support the definition of track geometric quality classes for the writing of EN 13848-6. This Technical Report describes the methodology used for the survey and gives the results. 2 Terms and d

14、efinitions For the purposes of this document, the following terms and definitions apply. 2.1 track quality index TQI value that characterises track geometry quality of a track section based on parameters and measuring methods compliant with the EN 13848 series 2.2 track quality class TQC characteris

15、ation of track geometry quality as a function of speed and expressed as a range of TQIs 2.3 re-colouring algorithm which converts one signal into a different signal and which is used in the EN 13848 series to convert a chord measurement signal into a D1 or D2 measurement signal 3 Symbols and abbrevi

16、ations For the purposes of this document, the following symbols and abbreviations apply. Table 1 Symbols and abbreviations Symbol Designation Unit AL Alignment mm D1 Wavelength range 3 m 230 km/h). This can be observed for both longitudinal level and alignment. For a given speed class, this spread i

17、s also wider for longitudinal level than for alignment. When comparing the survey results with QN1 and QN2 levels, it was found that: for most speed classes, QN1 and QN2 do not match the 50 % and 90 % values of the corresponding distributions for both alignment and longitudinal level (see Figures 1

18、and 3); for all speed classes up to 230 km/h, QN2 is lower than the 90 % values of the SDLLdistribution, however they are within 20 % except for lines up to and including 80 km/h (see Figure 1); for all speed classes, the 50 % values of the SDLLdistribution are better than QN1 levels (see Figure 1);

19、 for all speed classes above 80 km/h, the 50 % values of the SDALdistribution are better than QN1 levels (see Figure 3), it is not practical to have a realistic track quality distribution that fits both QN1 and QN2. This is due to the closeness of their values. Positioning QN1 and QN2 on the cumulat

20、ive frequency distributions for all speed ranges leads to results presented in Table 3. PD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 12 Table 3 Track length for QN levels Length for SDLL Length of SDAL km % km % QN1 108 380 68 124 591 79 QN1 QN2 31 477 20 15 048 9 Sum 159 521 100 159 520 100 7 Applicat

21、ion of the results to EN 13848-6 The definition of the TQCs in EN 13848-6 is based on the cumulative distribution of the weighted average of all the networks participating in the European track quality survey. The five TQCs are defined as follows: Class A below 10 % of the distribution corresponding

22、 to the best 10 %; Class B between 10 % and 30 % of the distribution; Class C between 30 % and 70 % of the distribution; Class D between 70 % and 90 % of the distribution; Class E above 90 % of the distribution corresponding to the worst 10 %. PD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 13 Annex A (in

23、formative) Tables for cumulative frequency distributions for average track quality of all participating networks Table A.1 ETQs results for longitudinal level SDLLand alignment SDALSDLLmm V 80 km/h (80 V 120) km/h (120 V 160) km/h (160 V 230) km/h (230 V 300) km/h 5 % 1,03 0,64 0,53 0,51 0,34 10 % 1

24、,24 0,76 0,61 0,59 0,40 15 % 1,41 0,86 0,68 0,64 0,42 20 % 1,54 0,94 0,74 0,68 0,46 25 % 1,66 1,02 0,80 0,73 0,51 30 % 1,77 1,09 0,85 0,77 0,53 35 % 1,89 1,17 0,91 0,82 0,57 40 % 2,00 1,25 0,98 0,85 0,59 45 % 2,11 1,33 1,03 0,90 0,63 50 % 2,22 1,41 1,09 0,95 0,66 55 % 2,34 1,50 1,15 0,99 0,71 60 % 2

25、,47 1,59 1,22 1,05 0,73 65 % 2,62 1,69 1,29 1,11 0,78 70 % 2,77 1,81 1,38 1,17 0,83 75 % 2,95 1,93 1,46 1,24 0,89 80 % 3,15 2,08 1,57 1,33 0,95 85 % 3,40 2,26 1,71 1,45 1,03 90 % 3,77 2,50 1,87 1,60 1,14 95 % 4,34 2,90 2,17 1,83 1,31 PD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 14 Table A.1 (continuous

26、) SDALmm V 80 km/h (80 V 120) km/h (120 V 160) km/h (160 V 230) km/h (230 V 300) km/h 5 % 0,71 0,45 0,39 0,40 0,31 10 % 0,88 0,52 0,42 0,43 0,33 15 % 1,00 0,57 0,46 0,46 0,34 20 % 1,09 0,61 0,48 0,48 0,37 25 % 1,18 0,65 0,52 0,50 0,38 30 % 1,26 0,68 0,53 0,52 0,38 35 % 1,33 0,72 0,55 0,54 0,41 40 %

27、1,41 0,75 0,58 0,56 0,42 45 % 1,48 0,79 0,60 0,59 0,43 50 % 1,57 0,83 0,63 0,60 0,43 55 % 1,65 0,87 0,65 0,62 0,46 60 % 1,74 0,91 0,69 0,65 0,47 65 % 1,84 0,97 0,71 0,68 0,48 70 % 1,95 1,03 0,75 0,70 0,51 75 % 2,08 1,10 0,79 0,74 0,52 80 % 2,24 1,18 0,84 0,78 0,55 85 % 2,43 1,29 0,91 0,83 0,58 90 %

28、2,71 1,45 1,01 0,91 0,63 95 % 3,21 1,73 1,19 1,07 0,71 PD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 15 Annex B (informative) Spread of data collected Figure B.1 Spread of 50 % percentile for longitudinal level SDLLPD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 16 Figure B.2 Spread of 50 % percentile for ali

29、gnment level SDALPD CEN/TR 16513:2014CEN/TR 16513:2014 (E) 17 Bibliography 1 EN 13848-1, Railway applications Track Track geometry quality Part 1: Characterisation of track geometry 2 EN 13848-2, Railway applications Track - Track geometry quality Part 2: Measuring systems Track recording vehicles 3

30、 EN 13848-3, Railway applications Track Track geometry quality Part 3: Measuring systems Track construction and maintenance machines 4 EN 13848-4, Railway applications Track Track geometry quality Part 4: Measuring systems - Manual and lightweight devices 5 EN 13848-5, Railway applications Track Tra

31、ck geometry quality Part 5: Geometric quality levels Plain line 6 EN 13848-6, Railway applications Track Track geometry quality Part 6: Characterisation of track geometry quality 7 EN 14363:2005, Railway applications Testing for the acceptance of running characteristics of railway vehicles Testing o

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