Railway applications - Track - Performance requirements for fastening systems - Part 3: Fastening systems for wood sleepers

This European Standard is applicable to fastening systems for use on wood sleepers in ballasted track as follows:
3 main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260kN;
3 light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN.
The requirements apply to:
3 direct fastening systems and systems which incorporate a baseplate;
3 fastening systems for the rail sections in prEN 13674-1 and prEN 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.
This standard is for type approval of a complete fastening assembly only.

Bahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 3: Befestigungssysteme für Holzschwellen

Diese Europäische Norm gilt für folgende Schienenbefestigungssysteme auf Holzschwellen im Schotteroberbau:
   Vollbahnstrecken mit einem Gleisbogenhalbmesser von > 150 m und einer maximalen Auslegungsachslast  von 260 kN
   Stadtbahnstrecken mit einem Gleisbogenhalbmesser von > 80 m und einer maximalen Auslegungsachslast  von 130 kN.
Diese Anforderungen gelten für:
   direkte Schienenbefestigungssysteme und Systeme, die Rippenplatten beinhalten;
   Befestigungssysteme für Schienenquerschnitte nach prEN 13674-1 und prEN 13674-4.
Diese Norm gilt nicht für Befestigungssysteme für andere Schienenabschnitte, starre Befestigungssysteme oder spezielle Befestigungssysteme für Schienenstöße.
Diese Norm gilt ausschließlich für die Typzulassungprüfung für ein komplettes Schienenbefestigungssystem.

Applications ferroviaires - Voie - Prescriptions de performance pour les systemes de fixation - Partie 3: Systemes de fixation des traverses en bois

La présente norme s'applique aux systemes de fixation destinés a etre utilisés sur des traverses en bois dans une voie ballastée dans les cas suivant:
3 Ligne principale ayant un rayon de courbure plus grand que 150 m et soumis a l'application d'une charge a l'essieu maximale nominale de 260 kN;
3 Rail pour véhicules légers ayant un rayon de courbure supérieur a 80 m et sujet a l'application d'une charge a l'essieu maximale théorique de 130 kN.
Les prescriptions s'appliquent:
3 aux systemes de fixation directs et aux systemes incluant une selle;
3 aux systemes de fixation pour les profils de rails prescrits dans les prEN 13674-1 et prEN 13674-4.
La présente norme ne s'applique pas aux systemes de fixation pour d'autres profils de rail, aux systemes de fixation rigide ou aux systemes de fixation spéciaux utilisés avec des éclisses.
La présente norme s'applique uniquement a la qualification d'un systeme d'attache complet.

Železniške naprave – Zgornji ustroj – Zahteve za izdelavo pritrdilnih sistemov – 3. del: Pritrdilni sistemi za lesene prage

General Information

Status
Withdrawn
Publication Date
29-Feb-2004
Withdrawal Date
06-Jun-2012
Technical Committee
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
07-Jun-2012
Due Date
30-Jun-2012
Completion Date
07-Jun-2012

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave – Zgornji ustroj – Zahteve za izdelavo pritrdilnih sistemov – 3. del: Pritrdilni sistemi za lesene prageBahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 3: Befestigungssysteme für HolzschwellenApplications ferroviaires - Voie - Prescriptions de performance pour les systemes de fixation - Partie 3: Systemes de fixation des traverses en boisRailway applications - Track - Performance requirements for fastening systems - Part 3: Fastening systems for wood sleepers93.100Gradnja železnicConstruction of railwaysICS:Ta slovenski standard je istoveten z:EN 13481-3:2002SIST EN 13481-3:2004en01-marec-2004SIST EN 13481-3:2004SLOVENSKI
STANDARD



SIST EN 13481-3:2004



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13481-3June 2002ICS 93.100English versionRailway applications - Track - Performance requirements forfastening systems - Part 3: Fastening systems for wood sleepersApplications ferroviaires - Voie - Prescriptions deperformance pour les systèmes de fixation - Partie 3:Systèmes de fixation des traverses en boisBahnanwendungen - Oberbau - Leistungsanforderungen fürSchienenbefestigungssysteme - Teil 3:Befestigungssysteme für HolzschwellenThis European Standard was approved by CEN on 6 March 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the 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 translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13481-3:2002 ESIST EN 13481-3:2004



EN 13481-3:2002 (E)2ContentspageForeword.3Introduction.41Scope.42Normative references.43Terms and definitions.54Symbols.55Requirements.65.1General.65.2Longitudinal rail restraint.65.3Torsional resistance.65.4Effect of repeated loading.65.5Effect of exposure to severe environmental conditions.85.6Dimensions.85.7Effect of the fastening system tolerances on track gauge.85.8Clamping force.95.9In-service testing.96Test specimens.97Classification.98Fitness for purpose.109Marking, labelling and packaging.10Bibliography.11SIST EN 13481-3:2004



EN 13481-3:2002 (E)3ForewordThis document EN 13481-3:2002 has been prepared by Technical Committee CEN/TC 256 “Railway Applications”,the secretariat of which is held by DIN.This European Standard shall be given the status of a national standard, either by publication of an identical text orby endorsement, at the latest by December 2002, and conflicting national standards shall be withdrawn at the latestby December 2002.This document has been prepared under Mandate M/0241 given to CEN by the European Commission and theEuropean Free Trade Association, and supports essential requirements of EU Directives.No existing European Standard is superseded.This European Standard is one of the series EN 13481 “Railway applications ¾ Track ¾ Performancerequirements for fastening systems” which consists of the following parts.¾ Part 1: Definitions;¾ Part: 2 Fastening systems for concrete sleepers;¾ Part: 3 Fastening systems for
wood sleepers;¾ Part: 4 Fastening systems for steel sleepers;¾ Part: 5 Fastening systems for slab track;¾ Part: 6 Special fastening systems for attenuation of vibration;¾ Par:t 7 Special fastening systems for switches and crossings and check rails.These are supported by the test methods in the series EN 13146 “Railway applications — Track — Test methodsfor fastening systems”.According to the CEN/CENELEC Internal Regulations, the national standards organizations of the followingcountries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland,France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain,Sweden, Switzerland and the United Kingdom.
1)Railway equipmentSIST EN 13481-3:2004



EN 13481-3:2002 (E)4IntroductionA requirement for longitudinal rail restraint is included to control rail creep and pull apart in the event of a brokenrail.Measurement of torsional resistance is included for use in assessing the risk of track buckling.The laboratory test for the effect of repeated loading is the means of assessing potential long-term performance ofthe fastening in track.The test for clamping force is only suitable for laboratory use.1 ScopeThis European Standard is applicable to fastening systems for use on wood sleepers in ballasted track as follows:¾ main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of260kN;¾ light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of130 kN.The requirements apply to:¾ direct fastening systems and systems which incorporate a baseplate;¾ fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4.This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or specialfastening systems used at bolted joints.This standard is for type approval of a complete fastening assembly only.2 Normative referencesThis European Standard incorpo
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