oSIST prEN 15273-3:2019
(Main)Railway applications - Gauges - Part 3: Infrastructure gauge
Railway applications - Gauges - Part 3: Infrastructure gauge
This standard:
— defines the various profiles needed to install, verify and maintain the various infrastructures near the infrastructure gauge;
— lists the various phenomena to be taken into account to determine the infrastructure gauge;
— defines a methodology that may be used to calculate the various profiles from these phenomena;
— lists the rules to determine the distance between the track centres;
— lists the rules to be complied with when building the platforms;
— lists the rules to determine the pantograph gauge;
— lists the Formulae needed to calculate the infrastructure gauge.
and is applicable for various track gauges.
This standard defines the gauge as an agreement between infrastructure and rolling stock, and defines the responsibilities of the following parties:
a) for the infrastructure:
1) gauge clearance;
2) maintenance;
3) infrastructure monitoring.
b) for the rolling stock:
1) compliance of the operating rolling stock with the gauge concerned;
2) maintenance of this compliance over time.
For a given defined gauge, the application of the rules contain in this part 3, associated with useful elements contained in EN 15273-4, makes it possible to determine the minimum dimensions of an infrastructure. Therefore, this infrastructure is compatible with vehicle gauge having the same designation, and obtained according to rules defined in EN 15273-2.
Other networks such as urban and suburban may apply the gauging rules defined in this standard but are outside of its scope.
For absolute and comparative gauging, the application of the rules contained within EN 15273-3, combined with vehicle data defined in EN 15273-2 in accordance with EN 15273-1 make it possible to determine the dimensions of infrastructure.
NOTE The rules given in this standard are not applicable to the gauges “S” and “T” referred to in clause 4.2.3.1. (7) & (8) for track gauge 1520 mm of the merged TSI Loc and Pass ( Commission Regulation N° 1302/2014 of 18 November 2014).
Bahnanwendungen - Begrenzungslinien - Teil 3: Infrastrukturbegrenzungslinien
Dieses Dokument:
— legt verschiedene Profile fest, die für die Anordnung, Überprüfung und Instandhaltung lichtraumnaher baulicher Anlagen erforderlich sind;
— legt verschiedene Wirkungsgrößen fest, die bei der Festlegung des jeweiligen Lichtraums zu berücksichtigen sind;
— legt eine Methode fest, mit der — ausgehend von den oben genannten Einflüssen — die verschiedenen Lichtraumprofile berechnet werden können;
— legt die Regeln für die Festlegung des Gleismittenabstands fest;
— legt die Regeln fest, die bei der Anordnung der Bahnsteige zu beachten sind;
— legt die Regeln für die Bestimmung der Begrenzungslinie für Stromabnehmer fest;
— stellt die Gleichungen auf, die für die Berechnung der Lichträume erforderlich sind;
und ist bei unterschiedlichen Spurweiten anwendbar.
In diesem Dokument wird die Begrenzungslinie als Vereinbarung zwischen Infrastruktur- und Fahrzeugbetreibern dargestellt. Außerdem werden die Zuständigkeiten der folgenden beteiligten Gruppen festgelegt:
a) Seitens der Infrastrukturbetreiber:
1) Spiel der Begrenzungslinie;
2) Instandhaltung;
3) Überwachung der Infrastruktur.
b) Seitens des Fahrzeugbaus:
1) die Konformität der eingesetzten Fahrzeuge mit der entsprechenden Begrenzungslinie;
2) der dauerhafte Erhalt der Konformität des Lichtraums.
Bei einer bestimmten vorgegebenen Begrenzungslinie ermöglicht die Anwendung der Regeln im vorliegenden Teil 3 zusammen mit den hilfreichen Elementen in prEN 15273-4 die Bestimmung des Mindestmaßes der Infrastruktur. Daher stimmt diese Infrastruktur mit den Begrenzungslinien der Fahrzeuge überein, die die gleiche Bezeichnung haben und nach den Regeln aus prEN 15273-2 beschafft
werden.
Andere Bahnsysteme, wie Stadt- oder Vorortbahnen, können die in dieser Norm aufgeführten Regeln für Begrenzungslinien ebenfalls anwenden, zählen aber nicht zum Anwendungsbereich dieser Norm.
Bei der absoluten und der vergleichenden Rechenmethode ermöglicht die Anwendung der in prEN 15273-3
enthaltenen Regeln in Verbindung mit den Fahrzeugdaten aus prEN 15273-2 in Übereinstimmung mit EN 15273-1 die Bestimmung der Infrastrukturmaßen.
ANMERKUNG Die Regeln, die in dieser Norm angegeben werden, gelten nicht für die Spurweiten „S“ und „T“, auf die in 4.2.3.1 (7) und (8) für die Spurweite 1 520 mm der zusammengeführten TSI LOC & PAS (Richtlinie der Kommission Nr. 1302/2014 vom 18. November 2014) Bezug genommen wird.
Applications ferroviaires - Gabarits - Partie 3 : Gabarit de l'infrastructure
Le présent document :
— définit les différents profils, nécessaires pour l'implantation, la vérification et l'entretien des différentes infrastructures proches du gabarit d'infrastructure en vigueur ;
— donne les différents phénomènes à considérer pour déterminer le gabarit d'infrastructure en vigueur ;
— définit une méthodologie qui peut être utilisée pour calculer les différents contours, à partir de ces phénomènes ;
— donne les règles pour déterminer l'entraxe ;
— donne les règles à respecter lors de l'implantation des quais ;
— donne les règles pour déterminer le gabarit du pantographe ;
— donne les formules nécessaires pour calculer le gabarit de l’infrastructure ;
et est applicable aux différents écartements de voie.
Le présent document définit le gabarit comme une convention entre l'infrastructure et le matériel roulant, et établit les responsabilités des parties suivantes :
a) côté Infrastructure :
1) le dégagement du gabarit ;
2) la maintenance ;
3) la surveillance des infrastructures.
b) côté Matériel Roulant :
1) la conformité du matériel roulant exploité avec le gabarit concerné ;
2) le maintien de la conformité du gabarit dans le temps.
Pour un gabarit défini donné, l'application des règles de la présente Partie 3, associées aux éléments utiles du prEN 15273-4, permet de déterminer les distances minimales d'une infrastructure. Par conséquent, cette infrastructure est compatible avec le gabarit de véhicule de même désignation et obtenue selon les règles définies dans le prEN 15273-2.
D’autres réseaux, urbains ou péri-urbains par exemple, peuvent appliquer les règles définies dans cette norme, mais sont en dehors de son domaine d’application.
Pour les méthodes absolue et comparative, l'application des règles du prEN 15273-3, combinées aux données de véhicule du prEN 15273-2 conformément au prEN 15273-1, permet de déterminer les dimensions de l'infrastructure.
NOTE les règles données dans cette norme ne s’appliquent pas aux gabarits “S” et “T” mentionnés aux points (7) & (8) du paragraphe 4.2.3.1 de la STI Loc & Pass (Règlement UE N° 1302/2014 de la de la commission du 18 Novembre 2014) pour l’écartement de voie de 1 520 mm.
Železniške naprave - Profili - 3. del: Infrastrukturni profil
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 15273-3:2019
01-februar-2019
Železniške naprave - Profili - 3. del: Infrastrukturni profil
Railway applications - Gauges - Part 3: Infrastructure gauge
Bahnanwendungen - Begrenzungslinien - Teil 3: Infrastrukturbegrenzungslinien
Applications ferroviaires - Gabarits - Partie 3 : Gabarit de l'infrastructure
Ta slovenski standard je istoveten z: prEN 15273-3
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
oSIST prEN 15273-3:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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oSIST prEN 15273-3:2019
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oSIST prEN 15273-3:2019
DRAFT
EUROPEAN STANDARD
prEN 15273-3
NORME EUROPÉENNE
EUROPÄISCHE NORM
November 2018
ICS 45.020; 45.060.01 Will supersede EN 15273-3:2013+A1:2016
English Version
Railway applications - Gauges - Part 3: Infrastructure
gauge
Bahnanwendungen - Begrenzungslinien - Teil 3:
Infrastruktur
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 256.
If this draft becomes a European Standard, 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 without any alteration.
This draft European Standard was established by CEN 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 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, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 15273-3:2018 E
worldwide for CEN national Members.
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oSIST prEN 15273-3:2019
prEN 15273-3:2018 (E)
Contents Page
European foreword . 5
Introduction . 6
1 Scope . 7
2 Normative references . 8
3 Terms and definitions . 8
4 Symbols and abbreviations . 8
5 Defined gauging . 8
5.1 General . 8
5.1.1 Introduction . 8
5.1.2 Gauging methods . 8
5.1.3 Infrastructure gauge types . 9
5.1.4 Uniform gauge . 9
5.1.5 Choice of gauge . 9
5.1.6 Taking account of allowances . 10
5.2 General information on all the gauging methods . 11
5.2.1 The reference profile and its associated rules . 11
5.2.2 Lateral widening . 11
5.2.3 Vertical adjustment . 13
5.2.4 Additional allowances . 19
5.3 Kinematic gauging method . 19
5.3.1 General . 19
5.3.2 Infrastructure gauge . 19
5.4 Dynamic gauging method . 24
5.4.1 General . 24
5.4.2 Infrastructure gauge . 24
5.5 Static gauging method . 27
5.5.1 General . 27
5.5.2 Infrastructure gauge . 27
5.6 Distance between track centres . 30
5.6.1 Introduction . 30
5.6.2 Parameters to take into account when determining the distance between track
centres . 31
5.6.3 Determination of the distance between track centres . 33
5.7 Elements of variable layout . 37
5.7.1 Introduction . 37
5.7.2 Layout transition . 39
5.7.3 Running on switches and crossings . 43
5.8 Determination of the free passage gauge of the pantograph . 46
5.8.1 General . 46
5.8.2 Mechanical infrastructure pantograph gauge for the kinematic gauging method . 48
5.8.3 Electrical infrastructure pantograph gauge for the kinematic gauging method . 52
5.8.4 Mechanical pantograph gauge for the dynamic gauging method . 54
5.8.5 Electrical pantograph gauge for the dynamic gauging method . 54
5.9 Overhead contact line . 55
5.10 Items of intended close proximity . 55
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5.10.1 Rules for installation of platform edges . 55
5.10.2 Track accessories . 61
5.11 Guide for determination of a new gauge from an existing infrastructure . 62
5.12 Tilting trains . 62
5.13 Ferries . 62
5.14 Verification and maintenance of the gauge . 62
5.14.1 Infrastructure gauges . 62
5.14.2 Distance between track centres . 63
6 Absolute and comparative gauging . 63
6.1 Absolute gauging . 63
6.1.1 General . 63
6.1.2 Infrastructure data requirements . 64
6.1.3 Infrastructure tolerances . 66
6.1.4 Infrastructure calculations . 68
6.1.5 Application rules . 70
6.2 Comparative gauging . 72
6.3 Absolute gauges . 72
6.4 Compatibility information . 72
6.5 Items of intended close proximity . 73
6.5.1 General . 73
6.5.2 Control, command and signalling equipment . 74
6.5.3 Active check rails . 74
6.5.4 Planking of level crossings . 74
6.5.5 Conductor rails . 74
6.5.6 Track brakes . 74
6.6 Platforms . 75
6.7 Pantograph Gauging . 75
6.7.1 General . 75
6.7.2 Pantograph gauges . 76
6.7.3 Benchmark pantograph sway values . 76
6.7.4 Pantograph gauging using pantograph swept envelopes . 76
6.8 Switch and crossings . 76
6.9 Tilting trains . 76
6.10 Infrastructure measurement. 77
6.10.1 Measurement data . 77
6.10.2 Survey equipment . 77
6.10.3 Measurement accuracy . 77
6.10.4 Survey quality . 78
6.11 Gauging management principles . 78
6.12 Fixed installations mounted in proximity of the tracks . 79
6.13 Temporary structures . 80
Annex A (informative) Recommended values for calculation of the allowances in defined
and absolute gauging . 81
Annex B (normative) Defined gauging – lower parts . 84
B.1 General . 84
B.2 Lower part of GI2- generally applicable . 84
B.3 Lower part of GI1 – Tracks for rail brake equipment . 85
B.3.1 General . 85
B.3.2 Vertical lowering . 87
B.4 Lower parts for “rolling” roads – GI3 . 88
Annex C (normative) Determination of reference vehicle characteristics . 90
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C.1 Introduction . 90
C.2 Methodology . 90
C.3 Calculation example . 91
C.3.1 Introduction . 91
C.3.2 Vehicle no. 1 (on the inside of the curve) . 91
C.3.3 Vehicle no. 2 (on the outside of the curve). 91
C.3.4 Vehicle no. 3 (on the inside of the curve) . 92
C.3.5 Vehicle no. 4 (on the outside of the curve). 92
C.3.6 Summary . 92
C.3.7 International gauge reference vehicles . 92
Annex D (informative) Gauge maintenance guideline for defined gauging . 96
D.1 Introduction . 96
D.2 Choice of gauge . 96
D.3 Installation rules . 96
D.3.1 Guidelines for installation of equipment along the track . 96
D.3.2 Guidelines for the installation of tracks alongside structures . 97
D.3.3 Guidelines for the installation of temporary structures . 97
D.4 Managing and checking of structures . 97
D.4.1 Management principles . 97
D.4.2 Management of critical situations . 97
D.4.3 Practical aspects for measuring the structures . 98
D.5 Effect of track maintenance . 98
D.6 Personnel training . 98
Annex E (informative) Calculation example for determination of the gauge in a turnout . 99
E.1 Introduction . 99
E.2 Methodology . 100
E.3 Gauge widening . 101
E.3.1 Widening of the gauge in the main line . 101
E.3.2 Widening of the gauge in the turnout route . 101
E.4 The quasi-static effect. 102
E.5 Gauge width at a turnout . 103
Annex F (informative) Tilting trains . 106
F.1 General . 106
F.2 Transition curve . 107
F.3 Degraded modes . 107
Annex G (informative) Uniform gauge . 108
G.1 General . 108
G.2 GU1 . 108
G.2.1 General . 108
G.2.2 Determination of the gauge . 108
G.2.3 Equivalent kinematic gauge . 110
G.3 GU2 . 110
G.3.1 General . 110
G.3.2 Determination of the gauge . 111
G.4 GUC . 112
G.4.1 General . 112
G.4.2 Determination of the gauge . 113
Annex ZA (informative) Relationship between this European Standard and the essential
requirements of Directive 2008/57/EC aimed to be covered . 115
Bibliography . 118
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European foreword
This document (prEN 15273-3:2018) has been prepared by Technical Committee CEN/TC 256 “Railway
Applications”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 15273-3:2013.
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 2008/57/EC.
For relationship with EU Directive 2008/57/EC, see informative Annex ZA, which is an integral part of
this document.
This European standard is one of the series prEN 15273, Railway applications — Gauges as listed below:
— prEN 15273-1: Generic explanations and methods of gauging gives the general explanations of
gauging and defines the sharing of the space between rolling stock and infrastructure;
— prEN 15273-2: Rolling stock gives the rules for dimensioning vehicles;
— prEN 15273-3: Infrastructure gives the rules for positioning the infrastructure;
— prEN 15273-4: Catalogue of gauges and associated rules includes a non-exhaustive list of reference
profiles and parameters to be used by infrastructure and rolling stock;
— prCEN/TR 15273-5: Background, explanation and worked examples.
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prEN 15273-3:2018 (E)
Introduction
The aim of this standard is to define the rules for the calculation and verification of the dimensions of
rolling stock and infrastructure from a gauging perspective.
This standard describes gauging processes taking into account the relative movements between rolling
stock and infrastructure as well as the necessary margins or clearances.
This part of the series EN 15273 covers rolling stock gauges and is used in conjunction with the following
parts:
— Part 1: Generic explanations and methods of gauging;
— Part 2: Rolling stock;
— Part 4: Catalogue of gauges and associated rules;
— Part 5: Background, explanation and worked examples.
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prEN 15273-3:2018 (E)
1 Scope
This document:
— defines the various profiles needed to install, verify and maintain the various infrastructures near
the infrastructure gauge,
— lists the various phenomena to be taken into account to determine the infrastructure gauge,
— defines a methodology that may be used to calculate the various profiles from these phenomena,
— lists the rules to determine the distance between the track centres,
— lists the rules to be complied with when building the platforms,
— lists the rules to determine the pantograph gauge,
— lists the formulae needed to calculate the infrastructure gauge,
and is applicable for various track gauges.
This document defines the gauge as an agreement between infrastructure and rolling stock, and defines
the responsibilities of the following parties:
a) for the infrastructure:
1) gauge clearance;
2) maintenance;
3) infrastructure monitoring.
b) for the rolling stock:
1) compliance of the operating rolling stock with the gauge concerned;
2) maintenance of this compliance over time.
For a given defined gauge, the application of the rules contain in this part 3, associated with useful
elements contained in prEN 15273-4, makes it possible to determine the minimum dimensions of an
infrastructure. Therefore, this infrastructure is compatible with vehicle gauge having the same
designation, and obtained according to rules defined in prEN 15273-2.
Other networks such as urban and suburban may apply the gauging rules defined in this standard but are
outside of its scope.
For absolute and comparative gauging, the application of the rules contained within prEN 15273-3,
combined with vehicle data defined in prEN 15273-2 in accordance with make it possible to determine
the dimensions of infrastructure.
NOTE The rules given in this standard are not applicable to the gauges “S” and “T” referred to in 4
...
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