Railway applications - Gauges - Part 3: Structure gauges

This standard:
   defines the various profiles needed to install, verify and maintain the various structures near the structure gauge;
   lists the various phenomena to be taken into account to determine the structure 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 structure gauges in the catalogue.
The defined gauge includes the space to be gauged and maintained to allow the running of rolling stock, and the rules for calculation and verification intended for sizing the rolling stock to run on one or several infrastructures without interference risk.
This standard defines methodologies to demonstrate gauge compatibility between infrastructure and rolling stock.
This standard 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.
The gauges included in these standards have been developed as part of their application on European railways. Other networks such as regional, local, urban and suburban networks may apply the gauge regulations defined in this standard. They may be required to make use of specific methodologies, particularly where:
   specific rolling stock is used (for example: underground trains, trams, etc. operating on two rails);
   use occurs in other ranges of radii;
   others, etc.
The catalogue included in this standard only includes a selection of gauges and is not exhaustive. Each network is free to define the gauges in accordance with their own needs.

Bahnanwendungen - Begrenzungslinien - Teil 3: Lichtraumprofile

Applications ferroviaires - Gabarits - Partie 3: Gabarit des obstacles

Železniške naprave - Profili - 3. del: Svetli profili - Dopolnolo A1

General Information

Status
Not Published
Current Stage
5060 - Closure of Vote - Formal Approval
Start Date
30-Jun-2016
Due Date
15-Jan-2017
Completion Date
30-Jun-2016

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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 15273-3:2013/kFprA1:2016
01-junij-2016
Železniške naprave - Profili - 3. del: Svetli profili - Dopolnolo A1
Railway applications - Gauges - Part 3: Structure gauges
Bahnanwendungen - Begrenzungslinien - Teil 3: Lichtraumprofile
Applications ferroviaires - Gabarits - Partie 3: Gabarit des obstacles
Ta slovenski standard je istoveten z: EN 15273-3:2013/FprA1:2016
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
SIST EN 15273-3:2013/kFprA1:2016 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 15273-3:2013/kFprA1:2016

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SIST EN 15273-3:2013/kFprA1:2016


FINAL DRAFT
EUROPEAN STANDARD
EN 15273-3:2013
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
March 2016
ICS 45.020; 45.060.01
English Version

Railway applications - Gauges - Part 3: Structure gauges
Applications ferroviaires - Gabarits - Partie 3: Gabarit Bahnanwendungen - Begrenzungslinien - Teil 3:
des obstacles Lichtraumprofile
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical
Committee CEN/TC 256.

This draft amendment A1, if approved, will modify the European Standard EN 15273-3:2013. If this draft becomes an
amendment, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for
inclusion of this amendment into the relevant national standard without any alteration.

This draft amendment 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, 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: Avenue Marnix 17, B-1000 Brussels
© 2016 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 15273-3:2013/FprA1:2016:2016 E
worldwide for CEN national Members.

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SIST EN 15273-3:2013/kFprA1:2016
EN 15273-3:2013/FprA1:2016 (E)
Contents          Page
European Foreword . 3
1 Change to the foreword . 4
2 Change to Subclause 5.2.1.2, Additional overthrows . 4
3 Change to Subclause 5.2.1.3, Quasi-static effect . 4
4 Change to Subclause 6.2, Associated rules . 4
5 Change to Subclause 7.2, Associated rules . 5
6 Change to Subclause 9.2.2, Effect of cant difference Δb . 5
δD
7 Changes to Subclause A.2.2.1.2, Determination of the semi-width on the inside of the
curve . 6
8 Changes to Subclause A.2.2.1.3, Determination of the semi-width on the outside of
the curve . 6
9 Changes to Subclause A.2.3.1, In the transverse direction . 7
10 Change to Subclause A.2.4, For the installation nominal distance between centres . 7
11 Change to Subclause A.2.
...

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