1、BSI Standards PublicationRailway applications GaugesPart 1: General Common rules for infrastructure and rolling stockBS EN 15273-1:2013BS EN 15273-1:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 15273-1:2013. It supersedes BS EN 15273-1:2009 which is with
2、drawn.The UK committee draws users attention to the distinction between normative and informative elements, as defined in Clause 3 of the CEN/CENELEC Internal Regulations, Part 3.Normative: Requirements conveying criteria to be fulfilled if compliance with the document is to be claimed and from whic
3、h no deviation is permitted.Informative: Information intended to assist the understanding or use of the document. Informative annexes do not contain requirements, except as optional requirements, and are not mandatory. For example, a test method may contain requirements, but there is no need to comp
4、ly with these requirements to claim compliance with the standard.When rounded values require unit conversion for use in the UK, users are advised to use equivalent values rounded to the nearest whole number. The use of absolute values for converted units should be avoided in these cases. For the val
5、ues used in this standard:80 km/h has an equivalent value of 50 mile/hGauging practices used in Great Britain are documented in Railway Group Standards, published for the GB main line railway industry by Rail Safety and Standards Board Limited (RSSB), www.rssb.co.uk. Railway Group Standards are free
6、ly available from www.rgsonline.co.uk.The gauging practices used in Great Britain diverge significantly from the International Union of Railways (UIC) gauging practices used in much of the rest of Europe. Although BS EN 15273 Railway applications Gauges defines a number of different gauging methodol
7、ogies and applications, the underlying philosophy is that of the UIC method of gauging, which depends on the use of reference profiles. It should be noted, therefore, that BS EN 15273 and Railway Group Standards sometimes use the same terms, but with different meanings. The terminology used in one c
8、annot therefore be used to interpret the requirements of the other. National Annex NA gives the definitions used in Great Britain for some of the key terms used in BS EN 15273.Except where a decision has been made to adopt standard European gauges and to use the associated gauging techniques documen
9、ted in BS EN 15273, the gauges and gauging practices used on the GB main line railway should continue to be those documented in Railway Group Standards.BS EN 15273 should be used where a decision has been made to adopt standard European gauges, and to use the associated gauging techniques.The UK par
10、ticipation in its preparation was entrusted by Technical Committee RAE/1, Railway Applications, to Panel RAE/1/-/12, Railway Applications Gauging.A list of organizations represented on this committee can be obtained on request to its secretary.BS EN 15273-1:2013BRITISH STANDARDThis publication does
11、not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2013 Published by BSI Standards Limited 2013ISBN 978 0 580 74352 8ICS 45.020; 45.060.01Compliance with a British Standard cannot confer immunity fro
12、m legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 July 2013.Amendments/corrigenda issued since publicationAmd. No. Date Text affectedThis page deliberately left blankEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15
13、273-1 May 2013 ICS 45.020; 45.060.01 Supersedes EN 15273-1:2009English Version Railway applications - Gauges - Part 1: General - Common rules for infrastructure and rolling stock Applications ferroviaires - Gabarits - Partie 1: Gnralits -Rgles communes linfrastructure et au matriel roulantBahnanwend
14、ungen - Begrenzungslinien - Teil 1: Allgemeines - Gemeinsame Vorschriften fr Infrastruktur und Fahrzeuge This European Standard was approved by CEN on 15 December 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European S
15、tandard 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 Standard exists in three official versions (Eng
16、lish, 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 national standards bodies of Austria, Belgium,
17、 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, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerlan
18、d, 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 exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. N
19、o. EN 15273-1:2013: EBS EN 15273-1:2013EN 15273-1:2013 (E) 2 Contents Page Foreword 6 Introduction 12 1 Scope . 13 2 Normative references . 13 3 Terms and definitions 14 4 Symbols and abbreviations . 21 5 Specific considerations for determination of parameters 36 5.1 Geometric overthrow 36 5.1.1 Geo
20、metric overthrow between the vehicle body . 36 5.1.2 Additional geometric overthrow due to the bogies . 37 5.2 Flexibility coefficient 37 5.3 Dissymmetry . 38 5.4 Clearance between the wheelsets and the track . 39 5.5 Additional overthrow 40 5.6 Roll centre . 41 6 Gauges and gauging methods 42 6.1 G
21、eneral . 42 6.1.1 Introduction . 42 6.1.2 Static gauge . 43 6.1.3 Kinematic gauge . 44 6.1.4 Dynamic gauge . 44 6.1.5 Uniform structure gauge 45 6.1.6 Gauges and interoperability 45 6.1.7 Illustration and comparison of static and kinematic gauges in the transverse direction . 46 6.1.8 Illustration o
22、f the dynamic gauge . 49 6.2 Other gauging methods: General 50 6.3 Absolute gauging method . 50 6.4 Comparative gauging method . 52 7 Elements involved in the determination of a gauge 52 7.1 Introduction . 52 7.2 General . 52 7.2.1 In the transverse direction . 52 7.2.2 In the vertical direction 55
23、7.3 Detailed analysis of the details to be shared between rolling stock and infrastructure depending of the method of determination of each of the gauges . 56 7.3.1 In the transverse direction . 56 7.3.2 In the vertical direction 81 7.3.3 Contact ramps . 92 7.3.4 Rail and rail brake zone 93 8 Pantog
24、raph gauge 97 8.1 Pantograph kinematic gauge . 97 8.1.1 General principle. 97 8.1.2 Elements to be taken into account by the infrastructure . 101 8.1.3 For the rolling stock . 102 8.2 Pantograph dynamic gauge . 106 8.2.1 Values taken into account by the rolling stock . 106 8.2.2 Values taken into ac
25、count by the infrastructure . 106 Annexe A (normative) Catalogue of gauges . 107 BS EN 15273-1:2013EN 15273-1:2013 (E) 3 A.1 Static gauges . 107 A.2 Kinematic gauges 108 A.3 Dynamic gauges 109 A.4 Uniform gauges . 109 Annexe B (normative) Reference profiles and associated rules for static gauges . 1
26、10 B.1 Static gauges G1 and G2 110 B.1.1 Upper parts of static gauges G1 and G2 . 110 B.1.2 Lower parts of static gauges GI1 and GI2 . 112 B.2 Static gauges GA, GB and GC . 115 B.2.1 Lateral part . 115 B.2.2 Static reference profiles for the upper parts 115 B.2.3 Associated rules 116 B.3 Static gaug
27、e GB1 and GB2 . 120 B.3.1 Lateral part . 120 B.3.2 Static reference profiles for the upper parts 120 B.3.3 Associated rules 121 B.4 Static gauges OSJD 123 B.4.1 General comment 123 B.4.2 Static reference profiles for the upper parts 123 B.4.3 Associated rules 126 B.4.4 Static reference profiles for
28、the lower parts . 127 B.5 Static gauge FIN 1 . 128 B.5.1 General comment 128 B.5.2 Static reference profile for the upper parts 128 B.5.3 Associated rules 130 B.5.4 Position of the platforms 130 B.6 Spanish static gauges GHE16, GEA16, GEB16, GEC16, GEE10 and GED10 131 B.6.1 Reference profiles for st
29、atic gauges . 131 B.6.2 Basic rules . 137 Annexe C (normative) Reference profiles and associated rules for kinematic gauges 141 C.1 Kinematic gauges G1 and G2 . 141 C.1.1 Upper part of gauges G1 and G2 . 141 C.1.2 Gauges of the lower parts of GI1, GI2 . 143 C.2 Kinematic gauges GA, GB, and GC . 146
30、C.2.1 Lateral part . 146 C.2.2 Kinematic reference profiles for the upper parts . 146 C.2.3 Associated rules 147 C.3 Kinematic gauges GB1 and GB2 . 149 C.3.1 Lateral part . 149 C.3.2 Kinematic reference profiles for the upper parts . 149 C.3.3 Associated rules 150 C.4 Kinematic gauge GI3 . 151 C.4.1
31、 Upper parts 151 C.4.2 Reference profile for the lower parts . 152 C.4.3 Associated rules 153 C.5 Kinematic gauge FR3.3 . 153 C.5.1 Lateral part . 153 C.5.2 Kinematic reference profile for upper parts . 153 C.5.3 Associated rules 154 C.6 Kinematic gauges BE1, BE2 and BE3 . 156 C.6.1 Lateral part . 1
32、56 C.6.2 Kinematic reference profiles for the upper parts . 156 C.6.3 Associated rules 158 C.6.4 Kinematic reference profiles for the lower parts . 159 C.7 Kinematic gauges NL1 and NL2 . 160 C.7.1 Reference profiles of kinematic gauges NL1 and NL2 160 C.7.2 Associated rules 161 C.8 Kinematic gauges
33、PTb, PTb+ and PTc 162 BS EN 15273-1:2013EN 15273-1:2013 (E) 2 Contents Page Foreword 6 Introduction 12 1 Scope . 13 2 Normative references . 13 3 Terms and definitions 14 4 Symbols and abbreviations . 21 5 Specific considerations for determination of parameters 36 5.1 Geometric overthrow 36 5.1.1 Ge
34、ometric overthrow between the vehicle body . 36 5.1.2 Additional geometric overthrow due to the bogies . 37 5.2 Flexibility coefficient 37 5.3 Dissymmetry . 38 5.4 Clearance between the wheelsets and the track . 39 5.5 Additional overthrow 40 5.6 Roll centre . 41 6 Gauges and gauging methods 42 6.1
35、General . 42 6.1.1 Introduction . 42 6.1.2 Static gauge . 43 6.1.3 Kinematic gauge . 44 6.1.4 Dynamic gauge . 44 6.1.5 Uniform structure gauge 45 6.1.6 Gauges and interoperability 45 6.1.7 Illustration and comparison of static and kinematic gauges in the transverse direction . 46 6.1.8 Illustration
36、of the dynamic gauge . 49 6.2 Other gauging methods: General 50 6.3 Absolute gauging method . 50 6.4 Comparative gauging method . 52 7 Elements involved in the determination of a gauge 52 7.1 Introduction . 52 7.2 General . 52 7.2.1 In the transverse direction . 52 7.2.2 In the vertical direction 55
37、 7.3 Detailed analysis of the details to be shared between rolling stock and infrastructure depending of the method of determination of each of the gauges . 56 7.3.1 In the transverse direction . 56 7.3.2 In the vertical direction 81 7.3.3 Contact ramps . 92 7.3.4 Rail and rail brake zone 93 8 Panto
38、graph gauge 97 8.1 Pantograph kinematic gauge . 97 8.1.1 General principle. 97 8.1.2 Elements to be taken into account by the infrastructure . 101 8.1.3 For the rolling stock . 102 8.2 Pantograph dynamic gauge . 106 8.2.1 Values taken into account by the rolling stock . 106 8.2.2 Values taken into a
39、ccount by the infrastructure . 106 Annexe A (normative) Catalogue of gauges . 107 BS EN 15273-1:2013EN 15273-1:2013 (E) 3 A.1 Static gauges . 107 A.2 Kinematic gauges 108 A.3 Dynamic gauges 109 A.4 Uniform gauges . 109 Annexe B (normative) Reference profiles and associated rules for static gauges .
40、110 B.1 Static gauges G1 and G2 110 B.1.1 Upper parts of static gauges G1 and G2 . 110 B.1.2 Lower parts of static gauges GI1 and GI2 . 112 B.2 Static gauges GA, GB and GC . 115 B.2.1 Lateral part . 115 B.2.2 Static reference profiles for the upper parts 115 B.2.3 Associated rules 116 B.3 Static gau
41、ge GB1 and GB2 . 120 B.3.1 Lateral part . 120 B.3.2 Static reference profiles for the upper parts 120 B.3.3 Associated rules 121 B.4 Static gauges OSJD 123 B.4.1 General comment 123 B.4.2 Static reference profiles for the upper parts 123 B.4.3 Associated rules 126 B.4.4 Static reference profiles for
42、 the lower parts . 127 B.5 Static gauge FIN 1 . 128 B.5.1 General comment 128 B.5.2 Static reference profile for the upper parts 128 B.5.3 Associated rules 130 B.5.4 Position of the platforms 130 B.6 Spanish static gauges GHE16, GEA16, GEB16, GEC16, GEE10 and GED10 131 B.6.1 Reference profiles for s
43、tatic gauges . 131 B.6.2 Basic rules . 137 Annexe C (normative) Reference profiles and associated rules for kinematic gauges 141 C.1 Kinematic gauges G1 and G2 . 141 C.1.1 Upper part of gauges G1 and G2 . 141 C.1.2 Gauges of the lower parts of GI1, GI2 . 143 C.2 Kinematic gauges GA, GB, and GC . 146
44、 C.2.1 Lateral part . 146 C.2.2 Kinematic reference profiles for the upper parts . 146 C.2.3 Associated rules 147 C.3 Kinematic gauges GB1 and GB2 . 149 C.3.1 Lateral part . 149 C.3.2 Kinematic reference profiles for the upper parts . 149 C.3.3 Associated rules 150 C.4 Kinematic gauge GI3 . 151 C.4.
45、1 Upper parts 151 C.4.2 Reference profile for the lower parts . 152 C.4.3 Associated rules 153 C.5 Kinematic gauge FR3.3 . 153 C.5.1 Lateral part . 153 C.5.2 Kinematic reference profile for upper parts . 153 C.5.3 Associated rules 154 C.6 Kinematic gauges BE1, BE2 and BE3 . 156 C.6.1 Lateral part .
46、156 C.6.2 Kinematic reference profiles for the upper parts . 156 C.6.3 Associated rules 158 C.6.4 Kinematic reference profiles for the lower parts . 159 C.7 Kinematic gauges NL1 and NL2 . 160 C.7.1 Reference profiles of kinematic gauges NL1 and NL2 160 C.7.2 Associated rules 161 C.8 Kinematic gauges
47、 PTb, PTb+ and PTc 162 BS EN 15273-1:2013EN 15273-1:2013 (E) 4 C.8.1 Lateral part 162 C.8.2 Associated rules . 164 C.8.3 Taking the roll into account . 165 C.8.4 Vertical geometric overthrow upwards and vertical allowance of the infrastructure . 165 C.8.5 Kinematic reference profiles for the lower p
48、arts . 165 C.8.6 Vertical geometric overthrow downwards and vertical allowance of the infrastructure 166 C.9 Kinematic gauge DE1 . 166 C.9.1 General . 166 C.9.2 Kinematic reference profiles . 167 C.9.3 Associated rules . 168 C.9.4 Taking the roll into account . 168 C.9.5 Vertical geometric overthrow
49、 downwards and vertical allowance of the infrastructure 169 C.10 Kinematic gauge DE2 . 169 C.10.1 General . 169 C.10.2 Kinematic reference profiles . 169 C.10.3 Associated rules . 170 C.10.4 Taking the roll into account . 170 C.10.5 Vertical geometric overthrow downwards and vertical allowance of the infrastructure 171 C.11 Kinematic gauge DE3 . 171 C.11.1 Kinematic reference profiles . 171 C.11.2 Associated rules . 171 C.12 Spanish kinematic gauges GHE16, GEA16, GEB16, GEC16, GEC14, GEE10 and GED10 172 C.12.1 Reference profiles for kinematic gauges . 172 C.12.2 Asso
