Railway applications - Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers

This European Standard is applicable to fastening systems in Categories A - E as specified in EN 13481 1:2012, 3.1, for use on concrete sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1.
Table 1 - Fastening category criteria
Category
   Maximum design axle load
kN   Minimum curve radius
m
A   130   40
B   180   80
C   260   150
D   260   400
E   350   150
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;
-   fastening systems with dynamic stiffness, kLFA, not less than 50 MN/m;
-   fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4.
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints.
This standard should only be used for type approval of complete fastening systems.

Bahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 2: Befestigungssysteme für Betonschwellen

Applications ferroviaires - Voie - Exigences de performance pour les systèmes de fixation - Partie 2: Systèmes de fixation pour traverses en béton

Železniške naprave - Zgornji ustroj - Zahteve za izdelavo pritrdilnih sistemov - 2. del: Pritrdilni sistemi za betonske prage

Ta evropski standard se uporablja za pritrdilne sisteme v kategorijah A do E iz točke 3.1 standarda EN 13481-1:2012 za betonske prage pri zgornjem ustroju s tamponskim slojem z največjo osno obremenitvijo in najmanjšim krivinskim polmerom, kot je prikazano v preglednici 1.
Preglednica 1 – Merila za kategorije pritrjevanja
Kategorija
   Največja osna obremenitev
kN   Najmanjši krivinski polmer
m
A   130   40
B   180   80
C   260   150
D   260   400
E   350   150
OPOMBA: Največja osna obremenitev za kategoriji A in B ne velja za vzdrževalna vozila.
Zahteve se uporabljajo za:
– pritrdilne sisteme, ki delujejo na vznožje in/ali stojino tirnice, vključno z neposrednimi in posrednimi pritrdilnimi sistemi;
– pritrdilne sisteme z dinamično togostjo kLFA najmanj 50 MN/m;
– pritrdilne sisteme za dele železnice iz standarda EN 13674-1 (razen 49E4) ali EN 13674-4.
Ta standard se ne uporablja za pritrdilne sisteme za druge dele železnice, toge pritrdilne sisteme ali posebne pritrdilne sisteme, ki se uporabljajo pri zakovičenih spojih ali zlepljenih spojih.
Ta standard naj se uporablja le za odobritev tipa celotnih pritrdilnih sistemov.

General Information

Status
Withdrawn
Publication Date
24-Jan-2017
Withdrawal Date
27-Jan-2026
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
13-Jul-2022
Completion Date
28-Jan-2026

Relations

Effective Date
19-Jan-2023
Effective Date
18-Jan-2023
Effective Date
18-May-2016
Effective Date
20-Jul-2022
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Effective Date
28-Jan-2026
Standard

EN 13481-2:2012+A1:2017

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Frequently Asked Questions

EN 13481-2:2012+A1:2017 is a standard published by the European Committee for Standardization (CEN). Its full title is "Railway applications - Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers". This standard covers: This European Standard is applicable to fastening systems in Categories A - E as specified in EN 13481 1:2012, 3.1, for use on concrete sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1. Table 1 - Fastening category criteria Category Maximum design axle load kN Minimum curve radius m A 130 40 B 180 80 C 260 150 D 260 400 E 350 150 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; - fastening systems with dynamic stiffness, kLFA, not less than 50 MN/m; - fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4. This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints. This standard should only be used for type approval of complete fastening systems.

This European Standard is applicable to fastening systems in Categories A - E as specified in EN 13481 1:2012, 3.1, for use on concrete sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1. Table 1 - Fastening category criteria Category Maximum design axle load kN Minimum curve radius m A 130 40 B 180 80 C 260 150 D 260 400 E 350 150 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; - fastening systems with dynamic stiffness, kLFA, not less than 50 MN/m; - fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4. This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints. This standard should only be used for type approval of complete fastening systems.

EN 13481-2:2012+A1:2017 is classified under the following ICS (International Classification for Standards) categories: 93.100 - Construction of railways. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 13481-2:2012+A1:2017 has the following relationships with other standards: It is inter standard links to EN 13481-2:2012, EN 13481-2:2012/AC:2014, EN 13481-2:2012/FprA1:2016, EN 13481-2:2022, EN 13146-3:2012, EN 13230-1:2016, EN 13146-4:2012, EN 13481-1:2012, EN 13146-9:2009+A1:2011, EN 13146-5:2012, EN 13674-1:2011, EN ISO 22074-3:2024, EN 13146-8:2012, EN 13674-4:2019, EN 13146-1:2012. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

EN 13481-2:2012+A1:2017 is associated with the following European legislation: EU Directives/Regulations: 2008/57/EC; Standardization Mandates: M/483. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.

EN 13481-2:2012+A1:2017 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave - Zgornji ustroj - Zahteve za izdelavo pritrdilnih sistemov - 2. del: Pritrdilni sistemi za betonske prageBahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 2: Befestigungssysteme für BetonschwellenApplications ferroviaires - Voie - Exigences de performance pour les systèmes de fixation - Partie 2: Systèmes de fixation pour traverses en bétonRailway applications - Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers93.100Gradnja železnicConstruction of railwaysICS:Ta slovenski standard je istoveten z:EN 13481-2:2012+A1:2017SIST EN 13481-2:2012+A1:2017en,fr,de01-april-2017SIST EN 13481-2:2012+A1:2017SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13481-2:2012+A1
January
t r s y ICS
{ uä s r r Supersedes EN
s u v z sæ tã t r s tEnglish Version
Railway applications æ Track æ Performance requirements for fastening systems æ Part
tã Fastening systems for concrete sleepers Applications ferroviaires æ Voie æ Exigences de performance pour les systèmes de fixation æ Partie
tã Systèmes de fixation pour traverses en béton
Bahnanwendungen æ Oberbau æ Leistungsanforderungen für Schienenbefestigungssysteme æ Teil
tã Befestigungssysteme für Betonschwellen This European Standard was approved by CEN on
t y April
t r s t and includes Corrigendum
s issued by CEN on
s t March
t r s v and Amendment
s approved by CEN on
w June
t r s xä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
t r s y CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u v z sæ tã t r s t ªA sã t r s y ESIST EN 13481-2:2012+A1:2017

Vibration and noise . 15 A.1 General . 15 A.2 Symbols . 15 A.3 Parameters for environmental vibration calculations . 15 A.4 Calculating the vibration attenuation . 16 A.5 Environmental noise . 16 !Annex ZA" (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 17 Bibliography . 19
Maximum design axle load kN Minimum curve radius m A 130 40 B 180 80 C 260 150 D 260 400 E 350 150 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; — fastening systems with dynamic stiffness, kLFA, not less than 50 MN/m; — fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4. This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints. This standard should only be used for type approval of complete fastening systems." 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13146-1:2012, Railway applications — Track — Test methods for fastening systems — Part 1: Determination of longitudinal rail restraint EN 13146-2:2012, Railway applications — Track — Test methods for fastening systems — Part 2: Determination of torsional resistance EN 13146-3:2012, Railway applications — Track — Test methods for fastening systems — Part 3: Determination of attenuation of impact loads EN 13146-4:2012, Railway applications — Track — Test methods for fastening systems — Part 4: Effect of repeated loading EN 13146-5:2012, Railway applications — Track — Test methods for fastening systems — Part 5: Determination of electrical resistance SIST EN 13481-2:2012+A1:2017

angle between the load line and a line normal to the running surface of the rails as shown in Figure 1, in ° NOTE LVtanPLVPa==
Key 1 line of load application 2 centre of gauge corner radius Figure 1 — Load application position SIST EN 13481-2:2012+A1:2017
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