EN 13848-1-2003 en Railway applications - Track - Track geometry quality - Part 1 Characterisation of track geometry (Incorporates Amendment A1 2008)《轨道交通 轨道轨道几何质量第1部分 轨道几何特性 包含修改件.pdf

1、BRITISH STANDARDBS EN 13848-1:2003 +A1:2008Railway applications Track Track geometry quality Part 1: Characterisation of track geometryICS 45.080g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g

2、37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 13848-1:2003+A1:2008This British Standard was published under the authority of the Standards Policy and Strategy Committee on 13 January 2004 BSI 2008ISBN 978 0 580 60684 7National forewordThis British Standard is the UK implementation of EN 13848-1

3、:2003+A1:2008. It supersedes BS EN 13848-1:2003, which is withdrawn.The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated

4、by !“.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway track components. A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contrac

5、t. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.Amendments/corrigenda issued since publicationDate Comments30 September 2008 Implementation of CEN amendment A1:2008EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM

6、EN 13848-1:2003+A1 July 2008 ICS 93.100 Supersedes EN 13848-1:2003English Version Railway applications - Track - Track geometry quality - Part 1: Characterisation of track geometry Applications ferroviaires - Voie - Qualit gomtrique de la voie - Partie 1: Caractrisation de la gomtrie de voie Bahnanw

7、endungen - Oberbau - Gleislagequalitt - Teil 1: Beschreibung der Gleisgeometrie This European Standard was approved by CEN on 26 June 2003 and includes Amendment 1 approved by CEN on 6 June 2008. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions

8、 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 Management Centre or to any CEN member. This European Standard exists in three off

9、icial 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austri

10、a, Belgium, Bulgaria, 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. EUROPEAN COMMIT

11、TEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2008 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13848-1:2003+A1:2008: E2 Contents For

12、eword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms, definitions, symbols and abbreviated terms6 3.1 Terms and definitions .6 3.2 Symbols and abbreviated terms 7 4 Principal track geometric parameters .8 4.1 Description of the track co-ordinate system 8 4.2 Track gauge9 4.2.1 !Definiti

13、on.9 4.2.2 Measurement method10 4.2.3 Wavelength range11 4.2.4 Resolution 11 4.2.5 Measurement uncertainty .11 4.2.6 Range of measurement .11 4.2.7 Analysis method 11 4.2.8 Output requirements .11 4.2.9 Output presentation.11 4.3 Longitudinal level 11 4.3.1 Definition 11 4.3.2 Measurement method12 4

14、.3.3 Wavelength range12 4.3.4 Resolution 13 4.3.5 Measurement uncertainty .13 4.3.6 Range of measurement .13 4.3.7 Analysis method 13 4.3.8 Output requirements .13 4.3.9 Output presentation.14 4.4 Cross level14 4.4.1 Definition 14 4.4.2 Measurement method14 4.4.3 Wavelength range15 4.4.4 Resolution

15、15 4.4.5 Measurement uncertainty .15 4.4.6 Range of measurement .15 4.4.7 Analysis method 15 4.4.8 Output requirements .15 4.4.9 Output presentation.15 4.5 Alignment .15 4.5.1 Definition 15 4.5.2 Measurement method16 4.5.3 Wavelength range16 4.5.4 Resolution 16 4.5.5 Measurement uncertainty .17 4.5.

16、6 Range of measurement .17 4.5.7 Analysis method 17 4.5.8 Output requirements .17 4.5.9 Output presentation.17 4.6 Twist18 4.6.1 Definition 18 BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)3 4.6.2 Measurement method18 4.6.3 Wavelength range18 4.6.4 Resolution 18 4.6.5 Measurement uncertainty

17、.18 4.6.6 Range of measurement.18 4.6.7 Analysis methods 18 4.6.8 Output requirements .19 4.6.9 Output presentation 19 5 Measurement conditions 19 Annex A (informative) Measurement of acceleration 20 A.1 Introduction20 A.2 Measurement method20 A.3 Frequency range20 A.4 Range of measurement.20 A.5 Sa

18、mpling frequency 21 A.6 Measurement conditions 21 A.7 Analysis method 21 A.8 Output requirements .21 A.9 Output presentation 21 Annex B (informative) Other Parameters22 Annex ZA (informative) Clauses of this European Standard addressing essential requirements or other provisions of EU Directives24 B

19、S EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)4 Foreword This document (EN 13848-1:2003+A1:2008) 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

20、by publication of an identical text or by endorsement, at the latest by January 2009 and conflicting national standards shall be withdrawn at the latest by January 2009. This document includes Amendment 1, approved by CEN on 2008-06-06. This document supersedes EN 13848-1:2003. The start and finish

21、of text introduced or altered by amendment is indicated in the text by tags ! “. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive

22、(s), see informative Annex ZA, which is an integral part of this document. Annex A and B are informative. 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, Cypr

23、us, 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. BS EN 13848-1:2003+A1:2008EN 13848-1:2003

24、+A1:2008 (E)5 Introduction This European Standard defines the minimum requirements for the principal track geometric parameters that characterise track geometry quality. Other parameters, for example, acceleration and rail characteristics, also have an important role in contributing towards ride qua

25、lity. Refer to annexes A and B for further information on these parameters. It comprises two informative annexes (annex A and annex B). This European Standard is one of the series EN 13848 “Railway applications/Track - Track geometry quality” as listed below: Part 1 : Characterization of track geome

26、try Part 2 : Measuring devices - Track recording vehicles !Part 3 : Measuring systems Track construction and maintenance machines Part 4 : Measuring systems Manual and lightweight devices Part 5 : Geometric quality levels“ BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)6 1 Scope !This European

27、 Standard specifies the requirements for the homologation of track geometry quality parameters as measured by various measuring devices fitted on track recording vehicles.“ These measuring devices are described in !Part 2“ of the standard. This European Standard applies to all track geometry paramet

28、ers including track gauge, longitudinal level, alignment, cross level (cant / superelevation) and twist. It defines each parameter and specifies the requirements for measurement, the analysis methods and the presentation of results. !Parts 3 and 4 give a description of measuring devices complying pa

29、rtially with this Part 1 according to the specificities of respectively track construction and maintenance machines, and manual and lightweight devices.“ 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative refe

30、rences are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the

31、 latest edition of the publication referred to applies (including amendments). !EN 13848-2, Railway applications Track Track geometry quality Part 2: Measuring systems Track recording vehicles“ ENV 13005:1999, Guide to the expression of uncertainty in measurement 3 Terms, definitions, symbols and ab

32、breviated terms 3.1 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply (refer also to the terms and definitions described in clause 4 of this part). 3.1.1 track geometry quality assessment of excursions from the mean or designed geometrical ch

33、aracteristics of specified parameters in the vertical and lateral planes which give rise to safety concerns or have a correlation with ride quality 3.1.2 gauge face inside face of the running rail head 3.1.3 running table upper surface of the head of the rail 3.1.4 running surface curved surface def

34、ined by the longitudinal displacement of a straight line perpendicular to the centre-line of the track and tangential to both running tables 3.1.5 running plane plane tangential to the running surface at the point of measurement BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)7 3.1.6 uncertaint

35、y refer to the definition in ENV 13005:1999 3.1.7 measured value refer to the definition in ENV 13005:1999 3.1.8 resolution smallest change in the value of a quantity to be measured which produces a detectable change in the indication of the measuring instrument 3.1.9 wavelength range space domain t

36、aken by the parameters components 3.1.10 sampling distance travelled distance between any two consecutive measurement points on the same rail 3.1.11 range of measurement specific domain described by its limits 3.2 Symbols and abbreviated terms For the purposes of this standard, symbols and abbreviat

37、ed terms applied are specified in the Table 1. BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)8 Table 1 Symbols No. Symbol Designation Unit 1 G Track gauge mm 2 Zp!Limit of the range below the running surface within which the gauge is measured. Zpis always 14 mm.“ mm 3 Zp1Deviation in the dire

38、ction of consecutive running table levels on left hand rail. Used in the measurement of Longitudinal Level. mm 4 Zp2Deviation in the direction of consecutive running table levels on right hand rail. Used in the measurement of Longitudinal Level. mm 5 ypDistance between point P and a reference line.

39、Used in the measurement of Alignment mm 6 P Gauge face contact point 7 D1, D2, D3 Wavelength ranges m 8 Wavelength m9 V1 Amplitude from the zero line. Used in the measurement of Twist mm/m 10 V2 Amplitude from the mean value. Used in the measurement of Twist mm/m 11 l Twist base-length m 12 X, Y, Z

40、Axes of a track co-ordinate system 4 Principal track geometric parameters 4.1 Description of the track co-ordinate system The track geometry quality is described by means of a relative rectangular co-ordinate system centred to the track with clockwise rotation (refer to Figure 1) : X-axis : axis rep

41、resented as an extension of the track towards the direction of running Y-axis : axis parallel to the running surface Z-axis : axis perpendicular to the running surface and pointing downwards BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)9 ! “ Key 1 running direction 2 running surface 3 track

42、co-ordinate system Figure 1 Relationship between the axes of the track co-ordinate system 4.2 Track gauge 4.2.1 !Definition Track gauge, G, is the smallest distance between lines perpendicular to the running surface intersecting each rail head profile at point P in a range from 0 to Zpbelow the runn

43、ing surface. Zpis always 14 mm. In the situation of new unworn rail head the point P will be at the limit Zpbelow the railhead, see Figure 2. BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)10 Key 1 running surface Figure 2 Track gauge for new rail In the situation of used worn rail head the po

44、int P for the left rail can be different from the right rail, see Figure 3. Key 1 running surface Figure 3 Track gauge for worn rail 4.2.2 Measurement method Track gauge can be measured using a contact system or a non contact system.“ BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)11 4.2.3 Wav

45、elength range Not applicable 4.2.4 Resolution Resolution 0,5 mm 4.2.5 Measurement uncertainty Uncertainty 1 mm 4.2.6 Range of measurement The range shall be the nominal gauge -15 mm/+50 mm 4.2.7 Analysis method Individual defects are represented by the amplitude from the nominal value to the peak va

46、lue (minimum and maximum peak value). 4.2.8 Output requirements Measurements taken by recording vehicles, track maintenance machines or trolleys shall be recorded as a consecutive set of readings preferably in digital form and shall also be presented graphically. For manually operated devices each t

47、rack gauge measurement shall be recorded as a single value. 4.2.9 Output presentation As a minimum, track gauge shall be prescribed by the following: the identification of individual defects which exceed a prescribed threshold. the measured track gauge. the difference between the measured track gaug

48、e and the nominal track gauge. the mean track gauge over a specified distance. the variation of track gauge over a specified distance. 4.3 Longitudinal level 4.3.1 Definition Deviation zp in z-direction of consecutive running table levels on any rail, expressed as an excursion from the mean vertical

49、 position (reference line), covering the wavelength ranges stipulated below and is calculated from successive measurements (refer to Figure 4). BS EN 13848-1:2003+A1:2008EN 13848-1:2003+A1:2008 (E)12 ! “ Key 1 running table 2 reference line Figure 4 Longitudinal level 4.3.2 Measurement method Longitudinal level measurements shall either be made with an inertial system or a versine system (that should preferably be asymmetric) or by a combination of both methods. If the versine method of measurement is used, a re-c