EN 13481-5:2012
(Main)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
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
Diese Europäische Norm gilt für Schienenbefestigungssysteme der Kategorien A – D, die in EN 13481 1:2012, 3.1, festgelegt sind, für befestigte Schienen auf den erhabene Oberflächen von Beton- oder Aspaltplatten und für eingebette Schienen im schotterlosen Gleis, mit den maximalen Auslegungs-achslasten und Mindest-Gleisbogenhalbmessern nach mit Tabelle 1.
Die Anforderungen gelten für:
a) Befestigungssysteme, die am Fuß und/oder am Schienensteg wirken, einschließlich direkter und indirekter Befestigungssysteme;
b) Befestigungssysteme, die Betonelemente enthalten, von denen jedes nicht mehr als ein Stützelement je Schiene besitzt, inklusive elastisch gelagerten Betonblöcke und komplette Schwellen mit elastischen Lagern;
c) festhaftende und mechanische Befestigungssysteme für eingebettete Schienen, außer eingegossenen Schienen in Fahrbahndecken.
Im Falle von (b), wird das Betonelement als Teil des Befestigungssystems betrachtet. Falls das System Betonelemente beinhaltet, die mehr als einen Auflagepunkt pro Schiene besitzen, sind diese Betonelemente als Teil der festen Fahrbahn und nicht als Teil des Befestigungssystems zu betrachten.
Diese Norm gilt nur für Befestigungssysteme mit Schienenprofilen nach EN 13674-1 (außer 49E4) und EN 13674-4+A1; sie gilt nicht für spezielle Befestigungssysteme, die verschraubte oder geklebte Schienenstöße verwenden.
Diese Norm gilt ausschließlich für die Typzulassung eines kompletten Schienenbefestigungssystems.
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
La présente Norme européenne est applicable aux systèmes de fixation des catégories A à D comme spécifié dans l’EN 13481 1:2012, 3.1, utilisés pour fixer les rails sur la surface supérieure de dalles en béton ou en asphalte et pour les rails enrobés dans des voies sans ballast, avec des charges à l’essieu maximales et des rayons de courbure minimaux selon le Tableau 1.
Les exigences s’appliquent :
a) aux systèmes de fixation qui agissent sur le patin et/ou l’âme du rail, y compris les systèmes de fixation directs et les systèmes avec selle ;
b) aux systèmes de fixation incluant des éléments en béton ayant au plus un point de support par rail, comme les blocs de béton et les traverses complètes avec chaussons élastiques ou coques rigides;
c) aux systèmes de fixation adhésifs et mécaniques pour rails enrobés, à l’exclusion des rails enrobés dans la chaussée.
Dans le cas (b), l’élément en béton est considéré comme faisant partie du système de fixation. Si le système comporte des éléments en béton ayant plus d’un point de support par rail, ces éléments sont considérés comme faisant partie de la dalle et non du système de fixation.
La présente norme s’applique uniquement aux systèmes de fixation pour les profils de rail stipulés dans l’EN 13674-1 (à l’exception du profil 49E4) et l’EN 13674-4+A1; elle ne s’applique pas aux systèmes de fixation spéciaux utilisés au droit des éclisses.
La présente norme s'applique uniquement à la qualification d’un système de fixation complet.
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
Ta evropski standard se uporablja za pritrdilne sisteme v kategorijah od A do D, kot je določeno v točki 3.1 standarda 13481-1:2012, za pritrditev tirnic na zgornjo površino betonskih ali asfaltnih pragov in za vgrajene tirnice pri zgornjem ustroju brez tamponskega sloja, z največjo osno obremenitvijo in najmanjšim krivinskim polmerom. Zahteve se uporabljajo za: a) pritrdilne sisteme, ki delujejo na vznožje in/ali stojino tirnice, vključno z neposrednimi in posrednimi sistemi; b) pritrdilne sisteme, ki zajemajo betonske elemente ter ne vključujejo več kot enega podpornega elementa na tirnico, vključno z betonskimi bloki in pragi v ohišju, skupaj z ohišji; c) adhezivne in mehanske pritrdilne sisteme za vgrajene tirnice, pri čemer niso zajete tirnice, zalite v cestno površino.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.SORãþRBahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 5: Befestigungssysteme für feste Fahrbahn mit aufgesetzten oder in Kanälen eingebetteten SchienenApplications ferroviaires - Voie - Exigences de performance pour les systèmes de fixation - Partie 5: Systèmes de fixations des voies sans ballast ou voies avec rails enrobésRailway applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for slab track with rail on the surface or rail embedded in a channel93.100Gradnja železnicConstruction of railwaysICS:Ta slovenski standard je istoveten z:EN 13481-5:2012SIST EN 13481-5:2012en,fr,de01-julij-2012SIST EN 13481-5:2012SLOVENSKI
STANDARDSIST EN 13481-5:2004/A1:2007SIST EN 13481-5:20041DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13481-5
May 2012 ICS 93.100 Supersedes EN 13481-5:2002English 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 performance pour les systèmes de fixation - Partie 5: Systèmes de fixations des voies sans ballast ou voies avec rails enrobés Bahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 5: Befestigungssysteme für feste Fahrbahn mit aufgesetzten oder in Kanälen eingebetteten Schienen This European Standard was approved by CEN on 27 April 2012.
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. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists 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, 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.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13481-5:2012: ESIST EN 13481-5:2012
Vibration and noise . 14A.1General . 14A.2Symbols . 14A.3Parameters for environmental vibration calculations . 14A.4Calculating the vibration attenuation . 15A.5Environmental noise . 15Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 16Bibliography . 18 SIST EN 13481-5:2012
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 and indirect systems; 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. 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 restraint EN 13146-4:2012, Railway applications – Track – Test methods for fastening systems – Part 4: Effect of repeated loading SIST EN 13481-5:2012
measurement of high frequency stiffness of assembly, in kN; FLFA1 minimum force applied in measurement of dynamic low frequency stiffness of assembly, in kN; FLFAmax reference force for measurement of dynamic low frequency stiffness of assembly, in kN;FLFP1 notional fastening clip force assumed for measurement of dynamic low frequency stiffness of pad, in kN; FLFPmax reference force for measurement of dynamic low frequency stiffness of pad, in kN; Fmax
axial load at which gross slip occurs in the longitudinal rail restraint test (EN 13146-1:2012), in kN; FSA1 minimum force applied in measurement of static stiffness of assembly, in kN; FSAmax force applied to assembly in measurement of static stiffness of assembly, in kN; FSP1 notional fastening clip force assumed for measurement of static stiffness of pad, in kN; FSPmax force applied to pad in measurement of static stiffness of pad, in kN; kL longitudinal stiffness in accordance with EN 13146-1:2012, in MN/m; SIST EN 13481-5:2012
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