prEN 15273-4

Railway Applications - Gauges - Part 4: Catalogue of gauges and associated rules

This document is a catalogue of existing gauges and provides data for static, kinematic and dynamic gauges. This document is intended to be used with prEN 15273-1, prEN 15273-2 and prEN 15273-3. Other networks, such as urban and suburban, can apply the gauging rules defined in this standard but are outside of its scope.
This document provides for each gauge the associated basic data (such as track gauge, limits for cant and cant deficiency, range of lateral and vertical curvatures), formulae for the lateral and vertical projections and other reference parameters.
NOTE   The rules given in this standard are not applicable to the gauges "S" and "T" referred to in 4.2.3.1. (7)& (8) for track gauge 1 520 mm of the merged TSI Loc and Pass (Commission Regulation N° 1302/2014 of 18 November 2014).

Bahnanwendungen - Begrenzungslinien - Teil 4: Katalog der Begrenzungslinien und zugehörige Regeln

Das vorliegende Dokument ist ein Katalog der vorhandenen Begrenzungslinien und enthält Angaben zu statischen, kinematischen und dynamische Begrenzungslinien. Es ist zusammen mit prEN 15273 1, prEN 15273 2 und prEN 15273 3 zu verwenden. Andere Bahnsysteme, wie Stadt- oder Vorortbahnen, können die in dieser Norm aufgeführten Regeln für Begrenzungslinien ebenfalls anwenden, zählen aber nicht zum Anwendungsbereich dieser Norm.
Dieses Dokument stellt für jede Begrenzungslinie die zugehörigen Ausgangsdaten (wie Spurweiten, Überhöhungsgrenzwerte und  fehlbeträge, Bereiche für seitliche und vertikale Krümmungen), die Gleichungen für seitliche und vertikale Überstände sowie andere Bezugsparameter bereit.
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 4 : Catalogue des gabarits et règles associées

Le présent document est un catalogue des gabarits existants et fournit des données relatives aux gabarits statiques, cinématiques et dynamiques. Le présent document est destiné à être utilisé avec la prEN 15273-1, la prEN 15273-2 et la prEN 15273-3. Les autres réseaux (urbains et suburbains, par exemple) peuvent utiliser les règles de détermination du gabarit définies dans la présente norme, mais ne relèvent pas de son domaine d'application.
Pour chaque gabarit, le présent document indique les données de base associées (écartement de voie, limites de dévers et insuffisance de dévers, plage de rayon de courbes horizontales et verticales), les formules de calcul des saillies horizontales et verticales, ainsi que d'autres paramètres de référence.
NOTE   Les règles établies dans la présente norme ne s'appliquent pas aux gabarits « S » et « T » mentionnés en 4.2.3.1. (7) et (8) concernant l'écartement de voie 1 520 mm définis par la STI relative aux locomotives et au matériel roulant destiné au transport de passagers (Règlement (UE) n° 1302/2014 de la Commission du 18 novembre 2014).

Železniške naprave - Profili - 4. del: Katalog profilov in s tem povezanih pravil

General Information

• Status: Not Published
• ICS: 45.020 - Railway engineering in general
• ICS: 45.060.01 - Railway rolling stock in general
• Technical Committee: CEN/TC 256 - Railway applications
• Drafting Committee: CEN/TC 256/WG 32 - Vehicle gauge
• Current Stage: 3098 - Decision to reject - Consensus building
• Completion Date: 14-Feb-2020
• Directive: 2008/57/EC - Directive 2008/57/EC of the European Parliament and of the Council of 17 June 2008 on the interoperability of the rail system within the Community (Recast)
• Directive: 2016/797/EU - Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (Text with EEA relevance)
• Mandate: M/483 - Mandate for programming and standardisation addressed to the European standardisation bodies under directive 2008/57/EC in the field of the interoperability of the rail system within the European Union
• Ref Project: oSIST prEN 15273-4:2019 - Railway Applications - Gauges - Part 4: Catalogue of gauges and associated rules

Standards Content (Sample)

SLOVENSKI STANDARD
oSIST prEN 15273-4:2019
01-februar-2019
Železniške naprave - Profili - 4. del: Katalog profilov in s tem povezanih pravil
Railway Applications - Gauges - Part 4: Catalogue of gauges and associated rules
Bahnanwendungen - Begrenzungslinien - Teil 4: Katalog der Begrenzungslinien und
zugehörige Regeln
Applications ferroviaires - Gabarits - Partie 4 : Catalogue des gabarits et règles
associées
Ta slovenski standard je istoveten z: prEN 15273-4
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
oSIST prEN 15273-4:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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DRAFT
EUROPEAN STANDARD
prEN 15273-4
NORME EUROPÉENNE

EUROPÄISCHE NORM

November 2018
ICS 45.020; 45.060.01
English Version

Railway Applications - Gauges - Part 4: Catalogue of gauges
and associated rules
Applications ferroviaires - Gabarits - Partie 4 : Bahnanwendungen - Lichtraum - Teil 4: Katalog der
Catalogue des gabarits et règles associées Begrenzungslinien
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 15273-4:2018 E
worldwide for CEN national Members.

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Contents Page
European foreword . 5
Introduction . 6
1 Scope . 7
2 Normative references . 7
3 Terms and definitions . 7
4 Symbols and abbreviations . 7
5 Static gauges . 7
5.1 Lower parts . 7
5.1.1 Static gauge GI1 . 7
5.1.2 Static gauge GI2 . 9
5.1.3 Static gauge GEI1 . 10
5.1.4 Static gauge GEE10 . 11
5.1.5 Static gauge FIN1 . 13
5.2 Upper parts . 15
5.2.1 Static gauge G1 . 15
5.2.2 Static gauge G2 . 16
5.2.3 Static gauge GA . 17
5.2.4 Static gauge GB . 19
5.2.5 Static gauge GC . 21
5.2.6 Static gauge GB1 . 22
5.2.7 Static gauge GB2 . 23
5.2.8 Static gauge GHE16 . 24
5.2.9 Static gauge GEA16 . 26
5.2.10 Static gauge GEB16 . 27
5.2.11 Static gauge GEC16 . 29
5.2.12 Static gauge GEE10 . 30
5.2.13 Static gauge GED10 . 31
5.2.14 Static gauge FIN1 . 32
5.3 Gauges based on GOST standards . 34
6 Kinematic gauges . 34
6.1 Lower parts . 34
6.1.1 Kinematic gauge GI1 . 34
6.1.2 Kinematic gauge GI2 . 35
6.1.3 Kinematic gauge GI3 . 36
6.1.4 Kinematic gauge GEI1 . 37
6.1.5 Kinematic gauge GEI2 . 38
6.1.6 Kinematic gauge GEI3 . 39
6.1.7 Kinematic gauge GEC14 . 40
6.1.8 Kinematic gauge GEE10 . 42
6.1.9 Kinematic gauge PT1 . 43
6.1.10 Kinematic gauge PT2 . 44
6.2 Upper Parts. 45
6.2.1 Kinematic gauge G1 . 45
6.2.2 Kinematic gauge G2 . 47
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6.2.3 Kinematic gauge GA . 48
6.2.4 Kinematic gauge GB . 49
6.2.5 Kinematic gauge GC . 51
6.2.6 Kinematic gauge GB1 . 52
6.2.7 Kinematic gauge GB2 . 53
6.2.8 Kinematic gauge DE1 . 55
6.2.9 Kinematic gauge DE2 . 57
6.2.10 Kinematic gauge DE3 . 60
6.2.11 Kinematic gauge FR3.3 . 61
6.2.12 Kinematic gauge BE1 . 62
6.2.13 Kinematic gauge BE2 . 64
6.2.14 Kinematic gauge BE3 . 66
6.2.15 Kinematic gauge BE4 . 67
6.2.16 Kinematic gauge NL1 . 68
6.2.17 Kinematic gauge NL2 . 69
6.2.18 Kinematic Gauge EBVO1 . 70
6.2.19 Kinematic gauge EBVO2 . 71
6.2.20 Kinematic gauge EBVO3 . 72
6.2.21 Kinematic gauges GHE16 . 73
6.2.22 Kinematic gauge GEA16. 74
6.2.23 Kinematic gauge GEB16. 76
6.2.24 Kinematic gauge GEC16 . 78
6.2.25 Kinematic gauges GEE10 . 79
6.2.26 Kinematic gauges GED10 . 80
6.2.27 Kinematic gauge PTb . 82
6.2.28 Kinematic gauge PTc . 85
6.2.29 Kinematic Gauge DK1 . 87
6.2.30 Kinematic gauge GCZ3. 88
7 Dynamic gauges . 90
7.1 Dynamic gauge SEa . 90
7.1.1 Lower part of the reference profile SEa . 90
7.1.2 Upper part of the reference profile SEa . 90
7.1.3 Pantograph reference profile for gauge SEa . 91
7.1.4 Basic data . 92
7.1.5 Calculation cases . 93
7.1.6 Horizontal projections . 93
7.1.7 Vertical projections. 94
7.2 Dynamic gauge SEc . 94
7.2.1 General . 94
7.2.2 Lower part of the reference profile SEc . 94
7.2.3 Upper part of the reference profile SEc . 94
7.2.4 Pantograph reference profile . 95
7.2.5 Basic data . 95
7.2.6 Calculation cases . 95
7.2.7 Horizontal projections . 95
7.2.8 Vertical projections. 95
7.3 Dynamic gauge NO1 . 95
7.3.1 General . 95
7.3.2 Lower part . 95
7.3.3 Upper part . 96
7.3.4 Pantograph reference profile for gauge NO1. 96
7.3.5 Basic data . 97
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7.3.6 Calculation cases . 98
7.3.7 Horizontal projections . 98
7.3.8 Vertical projections . 99
8 Pantograph gauges . 99
8.1 Pantograph reference profile . 99
8.2 Basic data . 100
8.3 Horizontal projections . 100
9 Wheel zone . 101
9.1 Reference profile . 101
9.2 Basic data . 103
10 Marshalling humps and track brakes . 104
11 Contact ramp zone . 106
12 Passing over link spans onto ferries . 106
Annex A (informative) Combination of upper and lower parts . 107
A.1 Static gauges . 107
A.2 Kinematic gauges . 108
Annex ZA (informative) Relationship between this European Standard and the essential
requirements of Directive 2008/57/EC aimed to be covered . 110

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European foreword
This document (prEN 15273-4:2018) 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 has been prepared under a standardization request 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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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 and prCEN/TR 15273-5 covers a catalogue of gauges and associated
rules and is used in conjunction with the following parts:
— Part 1: Generic explanations and methods of gauging;
— Part 2: Rolling stock;
— Part 3: Infrastructure gauges;
— Part 5: Background, explanation and worked examples.
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1 Scope
This document is a catalogue of existing gauges and provides data for static, kinematic and dynamic
gauges. This document is intended to be used with prEN 15273-1, prEN 15273-2 and prEN 15273-3.
Other networks, such as urban and suburban, can apply the gauging rules defined in this standard but are
outside of its scope.
This document provides for each gauge the associated basic data (such as track gauge, limits for cant and
cant deficiency, range of lateral and vertical curvatures), formulae for the lateral and vertical projections
and other reference parameters.
NOTE The rules given in this standard are not applicable to the gauges “S” and “T” referred to in 4.2.3.1. (7)& (8)
for track gauge 1 520 mm of the merged TSI Loc and Pass (Commission Regulation N° 1302/2014 of 18 November
2014).
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
prEN 15273-1, Railway applications — Gauges — Part 1: Generic explanations and methods of gauging
prEN 15273-2, Railway applications — Gauges — Part 2: Rolling stock
prEN 15273-3, Railway applications — Gauges — Part 3: Infrastructure
3 Terms and definitions
For the purposes of this document, the terms and definitions given in prEN 15273-1 apply.
4 Symbols and abbreviations
For the purposes of this document, the symbols and abbreviations given in prEN 15273-1 apply.
5 Static gauges
5.1 Lower parts
5.1.1 Static gauge GI1
5.1.1.1 Reference profile
Figure 1 shows the reference profile for static gauge GI1.
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Dimensions in millimetres

Key
1 running plane
2 centreline of the reference profile
3 for rolling stock, values can be reduced by 15 mm for unsprung parts
Figure 1 —Reference profile for static gauge GI1
5.1.1.2 Basic data
Table 1 gives the basic data to be considered for GI1 static gauge calculations.
Table 1 — Values to be considered for GI1 static gauge calculations
s l l R R
L
lim nom max min vmin
m
m m m m
1,5 0,2 1,435 1,465 150 500

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5.1.1.3 Horizontal projections
Table 2 gives the horizontal projections for the static gauge GI1.
Table 2 — Formulae for the horizontal projections of static gauge GI1
Formula
Height Radius
Inside curve Outside curve
2,5
∞≥𝑅𝑅≥ 250
𝑆𝑆 =𝑆𝑆 =
Ra Ri
𝑅𝑅
ℎ ≤ 0,43
CR
50 60
250 >𝑅𝑅≥ 150
𝑆𝑆 = − 0,190 𝑆𝑆 = − 0,230
Ra
Ri
𝑅𝑅 𝑅𝑅
[𝑙𝑙−𝑙𝑙 ]
applicable applicable
nom >0
𝑆𝑆 =
l
for all heights for all radii
2

5.1.1.4 Vertical projections
Table 3 gives the vertical projections for the static gauge GI1.
Table 3 — Vertical projections for lower parts
Height 𝑺𝑺
vu
40
ℎ < 0,08
CR
𝑅𝑅
v
40 10 ℎ − 0,08
CR
0,08≤ℎ < 0,1 + ∙
CR
𝑅𝑅 𝑅𝑅 0,02
v v
50
ℎ ≥ 0,1
CR
𝑅𝑅
v

5.1.2 Static gauge GI2
5.1.2.1 Reference profile
Figure 2 shows the static reference profile GI2.
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Dimensions in millimetres

Key
1 running plane
2 centerline of the reference profile
3 for rolling stock, values can be reduced by 15 mm for unspring parts
Figure 2 — Reference profile for static gauge GI2
5.1.2.2 Basic data
The basic data for the static gauge GI2 are the same as for the static gauge GI1, given in Table 1.
5.1.2.3 Horizontal projections
The horizontal projections for the static gauge GI2 are the same as for the static gauge GI1, given in
Table 2.
5.1.2.4 Vertical projections
The vertical projections for the static gauge GI2 are the same as for the static gauge GI1, given in Table 3.
5.1.3 Static gauge GEI1
5.1.3.1 Reference profile
Figure 3 shows the static reference profile GEI1.
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Dimensions in millimetres

Key
1 running plane
2 centerline of the reference profile
Figure 3 — Reference profile for static gauge GEI1
5.1.3.2 Basic data
Table 4 gives the basic data to be considered for GEI1 static gauge calculations.
Table 4 — Values to be considered for GEI1 static gauge calculations
s l l R R
L
lim nom max min vmin
m
m m m m
1,733 0,3 1,668 1,698 150 500

5.1.3.3 Horizontal projections
The horizontal projections for the static gauge GEI1 are the same as for the static gauge GI1, given in
Table 2.
5.1.3.4 Vertical projections
The vertical projections for the static gauge GEI1 are the same as for the static gauge GI1, given in Table 3.
5.1.4 Static gauge GEE10
5.1.4.1 Reference profile
Figure 4 shows the static reference profile GEE10.
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Dimensions in millimetres

Key
1 running plane
2 centerline of the reference profile
Figure 4 — Reference profile of static gauge GEE10
5.1.4.2 Basic data
Table 5 gives the basic data to be considered for GEE10 static gauge calculations.
Table 5 — Values to be considered for GEE10 static gauge calculations
s l l R R
L
lim nom max min vmin
m
m m m m
1,055 0,3 1,000 1,030 80 500

5.1.4.3 Horizontal projections
Table 6 gives the horizontal projections for the lower part of the static gauge GEE10.
Table 6 — Formulae for the horizontal projections of static gauge GEE10
Formula
Height Radius
Inside curve Outside curve
1
∞≥𝑅𝑅≥ 100
𝑆𝑆 =𝑆𝑆 =
Ri Ra
𝑅𝑅
ℎ ≤ 0,43
CR
20 24
100 >𝑅𝑅≥ 80
𝑆𝑆 = − 0,190 𝑆𝑆 = − 0,230
Ri Ra
𝑅𝑅 𝑅𝑅
[ ]
applicable applicable 𝑙𝑙−𝑙𝑙
nom >0
𝑆𝑆 =
l
for all heights for all radii
2

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