Railway applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for slab track with rail on the surface or rail embedded in a channel

This European Standard is applicable to fastening systems, in categories A - D as specified in EN 13481 1:2012, 3.1, for attaching rails to the uppermost surface of concrete or asphalt slabs and for embedded rails in non-ballasted tracks, with maximum axle loads and minimum curve radii in accordance with Table 1. Table 1 - Fastening category criteria Category Maximum design axle load Minimum curve radius kN m A 130 40 B 180 80 C 260 150 D 260 400 NOTE The maximum axle load for categories A and B does not apply to maintenance vehicles. The requirements apply to: a) fastening systems which act on the foot and/or web of the rail including direct fastening systems and systems which incorporate a baseplate; b) fastening systems which incorporate concrete elements and which each have not more than one supporting element per rail, including booted concrete blocks and sleepers complete with boots; c) adhesive and mechanical fastening systems for embedded rail but excluding rail cast into road pavements. In the case of (b), the concrete element is considered to be part of the fastening system. If the system includes concrete elements which each have more than one supporting location per rail, those concrete elements are considered to be part of the slab and not part of the fastening system. This standard is only applicable to fastening systems for rail sections in EN 13674-1 (except 49E4) and EN 13674-4+A1; it is not applicable to special fastening systems for use at bolted joints or glued joints. This standard is for type approval of a complete fastening assembly only.

Bahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 5: Befestigungssysteme für feste Fahrbahn mit aufgesetzten oder in Kanälen eingebetteten Schienen

Applications ferroviaires - Voie - Exigences de performance pour les systèmes de fixation - Partie 5: Systèmes de fixations des voies sans ballast ou voies avec rails enrobés

Železniške naprave - Zgornji ustroj - Zahteve za izdelavo pritrdilnih sistemov - 5. del: Pritrdilni sistemi za tir s tirnico na površini plošče ali s tirnico, vgrajeno v ploščo

General Information

Status
Not Published
Public Enquiry End Date
02-May-2016
Technical Committee
Current Stage
98 - Abandoned project (Adopted Project)
Start Date
08-Oct-2019
Due Date
13-Oct-2019
Completion Date
08-Oct-2019

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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 13481-5:2012/kFprA1:2016
01-april-2016
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Railway applications - Track - Performance requirements for fastening systems - Part 5:
Fastening systems for slab track with rail on the surface or rail embedded in a channel
Bahnanwendungen - Oberbau - Leistungsanforderungen für
Schienenbefestigungssysteme - Teil 5: Befestigungssysteme für feste Fahrbahn mit
aufgesetzten oder in Kanälen eingebetteten Schienen
Applications ferroviaires - Voie - Exigences de performance pour les systèmes de
fixation - Partie 5: Systèmes de fixations des voies sans ballast ou voies avec rails
enrobés
Ta slovenski standard je istoveten z: EN 13481-5:2012/FprA1:2016
ICS:
93.100 Gradnja železnic Construction of railways
SIST EN 13481-5:2012/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 13481-5:2012/kFprA1:2016

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SIST EN 13481-5:2012/kFprA1:2016


FINAL DRAFT
EUROPEAN STANDARD
EN 13481-5:2012
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
February 2016
ICS 93.100
English Version

Railway applications - Track - Performance requirements
for fastening systems - Part 5: Fastening systems for slab
track with rail on the surface or rail embedded in a
channel
Applications ferroviaires - Voie - Exigences de Bahnanwendungen - Oberbau -
performance pour les systèmes de fixation - Partie 5: Leistungsanforderungen für
Systèmes de fixations des voies sans ballast ou voies Schienenbefestigungssysteme - Teil 5:
avec rails enrobés Befestigungssysteme für feste Fahrbahn mit
aufgesetzten oder in Kanälen eingebetteten Schienen
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 13481-5:2012. 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 13481-5:2012/FprA1:2016:2016 E
worldwide for CEN national Members.

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SIST EN 13481-5:2012/kFprA1:2016
EN 13481-5:2012/FprA1:2016 (E)
Contents Page
European foreword .3
1 Modification to the Scope .4
2 Modification to Clause 2, Normative references .4
3 Modification to 5.8, Cast-in fastening components .5
4 Modification to Annex ZA .5

2

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SIST EN 13481-5:2012/kFprA1:2016
EN 13481-5:2012/FprA1:2016 (E)
European foreword
This document (EN 13481-5:2012/FprA1:2016) 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 Formal Vote.
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.
3

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SIST EN 13481-5:2012/kFprA1:2016
EN 13481-5:2012/FprA1:2016 (E)
1 Modification to the Scope
Replace the scope with the following:
"This European Standard is applicable to fastening systems in Categories A–D as specified in
EN 13481-1:2012, 3.1, for attaching rails to the uppermost surface of concrete or asphalt slabs and for
embedded rails in non-ballasted tracks with maximum axle loads and minimum curve radii in
accordance with Table 1.
Table 1 — Fastening category criteria
Category Maximum design axle load Minimum curve radius
kN m
A 130 40
B 180 80
C 260 150
D 260 400
NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles.

The requirements apply to:
 fastening systems which act on the foot and/or web of the rail including direct fastening systems
and indirect fastening systems;
 adhesive and mechanical fastening systems for embedded rail, but excluding rail cast into road
pavements.
In track forms in which there are resiliently supported concrete elements with only one supporting
element per rail (e.g. rail seat blocks or sleepers mounted in elastomeric “boots”) the concrete element
and its resilient support are considered to be parts of the elastic fastening system. If the track form
includes resiliently supported concrete elements with more than one supporting element per rail (e.g.
floating slabs) those concrete elements and their resilient supports are considered to be parts of the
slab and not of the fastening system.
This standard is only applicable to fastening systems
...

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