SIST EN 13481-5:2004
(Main)Railway applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for slab track
Railway applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for slab track
This European Standard is applicable to fastening systems for use in attaching rails to the uppermost surface of concrete or asphalt slabs in non-ballasted track construction as follows:
3 main lines having radius of curvature greater than 150 m and subject to maximum design axle load of 260 kN;
3 light rail systems having a radius of curvature greater than 40 m and subject to a maximum design axle load of 130 kN.
This includes fastening systems for floating slabs but does not include fastening systems for embedded rails.
The requirements apply to the following:
a) direct fastening systems;
b) indirect fastening systems;
c) fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4;
d) fastening systems which incorporate concrete elements which each have not more than one supporting element per rail.
In the case of (d) 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 not applicable to 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 5: Befestigungssysteme für feste Fahrbahnen
Diese Europäische Norm gilt für folgende Schienenbefestigungssysteme an der Oberfläche von Beton- oder Asphaltplatten im schotterlosen Oberbau:
Vollbahnstrecken mit einem Gleisbogenhalbmesser von > 150 m und einer maximalen Auslegungsachslast von 260 kN;
Stadtbahnstrecken mit einem Gleisbogenhalbmesser von > 40 m und einer maximalen Auslegungsachslast von 130 kN.
Dies gilt auch für Befestigungen auf elastisch gelagerten Platten (Masse-Feder-System), jedoch nicht für Befestigungen mit eingegossenen Schienen.
Die Anforderungen gelten für:
a) direkte Schienenbefestigungssysteme;
b) indirekte Schienenbefestigungssysteme;
c) Schienenbefestigungssysteme für Schienenquerschnitte nach prEN 13674-1 und prEN 13674-4;
d) Schienenbefestigungssysteme mit Betonelementen, die jeweils höchstens ein Stützelement je Schiene haben.
Bei d) wird das Betonelement als Teil des Schienenbefestigungssystems betrachtet. Enthält das System Betonelemente, die mehr als ein Stützelement je Schiene haben, werden diese Elemente als Teil der Platte angesehen und nicht als Teil des Befestigungssystems.
Diese Anforderungen gelten nicht für spezielle Schienenbefestigungssysteme für Schienenstöße.
Die Norm gilt ausschließlich für die Zulassungsprüfung für ein komplettes Schienenbefestigungssystem.
Applications ferroviaires - Voie - Prescriptions de performance pour les systemes de fixation - Partie 5: Systemes de fixation des voies sur dalle
La présente norme s'applique aux systemes de fixation destinés a etre utilisés sur des rails attachés a la surface supérieure des dalles de béton ou d'asphalte avec une voie non ballastée pour les cas suivants:
3 Lignes principales ayant un rayon de courbure plus grand que 150 m et soumises a l'application d'une charge a l'essieu maximale nominale de 260 kN;
3 Systeme pour véhicules légers ayant un rayon de courbure supérieur a 40 m et soumis a l'application d'une charge a l'essieu maximale nominale de 130 kN.
Ceci comprend les systemes de fixation pour dalles flottantes mais non ceux pour rails encastrés.
Les prescriptions s'appliquent aux systemes de fixation suivants :
a) systemes de fixation directs ;
b) systemes de fixation indirects ;
c) systemes de fixation pour les profils de rails indiqués dans les prEN 13674-1 et prEN 13674-4.
d) systemes de fixation avec éléments en béton ne disposant chacun que d'un seul point d'appui par rail.
Dans le cas (d), l'élément en béton est considéré faisant partie intégrante du systeme de fixation. Lorsque le systeme comprend des éléments en béton ayant chacun plusieurs points d'appui par rail, ceux-ci sont considérés faire partie intégrante de la dalle et non du systeme de fixation.
Les prescriptions ne sont pas applicables aux systemes de fixation particuliers utilisés aux joints éclissés.
La présente norme s'applique uniquement la qualification d'un systeme d'attache.
Železniške naprave – Zgornji ustroj – Zahteve za izdelavo pritrdilnih sistemov – 5. del: Pritrdilni sistemi za tir na ploščah
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Railway applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for slab trackApplications ferroviaires - Voie - Prescriptions de performance pour les systemes de fixation - Partie 5: Systemes de fixation des voies sur dalleBahnanwendungen - Oberbau - Leistungsanforderungen für Schienenbefestigungssysteme - Teil 5: Befestigungssysteme für feste FahrbahnenTa slovenski standard je istoveten z:EN 13481-5:2002SIST EN 13481-5:2004en93.100ICS:SLOVENSKI
STANDARDSIST EN 13481-5:200401-marec-2004
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13481-5June 2002ICS 93.100English versionRailway applications - Track - Performance requirements forfastening systems - Part 5: Fastening systems for slab trackApplications ferroviaires - Voie - Prescriptions deperformance pour les systèmes de fixation - Partie 5:Systèmes de fixation des voies sur dalleBahnanwendungen - Oberbau - Leistungsanforderungen fürSchienenbefestigungssysteme - Teil 5:Befestigungssysteme für feste FahrbahnenThis 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 13481-5:2002 E
EN 13481-5:2002 (E)2ContentspageForeword.3Introduction.41Scope.42Normative references.53Terms and definitions.54Symbols.55Requirements.65.1Longitudinal rail restraint.65.2Effect of repeated loading.75.3Electrical resistance of the fastening system and slab track elements.85.4Effect of exposure to severe environmental conditions.85.5Dimensions.85.6Effect of fastening system tolerances on track gauge.95.7Cast-in fastening components.105.8In-service testing.106Test specimens.107Classification.108Fitness for purpose.109Marking, labelling and packaging.10Annex A (normative)
Determination of dynamic stiffness of rail pads.11A.1General.11A.2Pads used for continuous support.11Annex B (normative)
Determination of dynamic stiffness of resilient fastening assemblies.12B.1General.12B.2Terms and definitions.12B.3Symbols.12B.4Principle.12B.5Apparatus.12B.5.1Controlled temperature test area.12B.5.2Actuator.12B.5.3Displacement measuring instruments.13B.5.4Force measuring instruments.13B.5.5Recording equipment.13B.6Procedure.13B.7Test report.13Annex ZA (informative)
Clauses of this European Standard addressing essential requirements orother provisions of EU Directives.15Bibliography.17
EN 13481-5:2002 (E)3ForewordThis document EN 13481-2:2002 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 Mandates (M/0241, M/2752) given to CEN by the European Commissionand the European Free Trade Association, and supports essential requirements of EU Directives.For relationship with EU Directive(s), see informative annex ZA, which is an integral part of this document.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 Part 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”.The annexes A and B are normative.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 Equipment2) Standardization in the field of Railway Equipment on the Interoperability of the Trans-European High-Speed Rail System
EN 13481-5:2002 (E)4IntroductionA requirement for longitudinal rail restraint is included to control rail creep and pull apart in the event of a brokenrail. The relationship between longitudinal rail restraint and the overall design of the track slab requiresconsideration.No satisfactory test is available to determine the attenuation of impact loads on slab track. The relative performancecan be assessed by the procedure in prEN 13146-3 with the fastening system on a concrete sleeper.The laboratory test for the effect of repeated loading is the means of assessing potential long-term performance ofthe fastening in track.For systems in which the rail is continuously supported, test procedures are modified to take account of the changefrom discrete support.1 ScopeThis European Standard is applicable to fastening systems for use in attaching rails to the uppermost surface ofconcrete or asphalt slabs in non-ballasted track construction as follows:¾ main lines having radius of curvature greater than 150 m and subject to maximum design axle load of 260 kN;¾ light rail systems having a radius of curvature greater than 40 m and subject to a maximum design axle load of130 kN.This includes fastening systems for floating slabs but does not include fastening systems for embedded rails.The requirements apply to the following:a) direct fastening systems;b) indirect fastening systems;c) fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4;d) fastening systems which incorporate concrete elements which each have not more than one supportingelement per rail.In the case of (d) the concrete element is considered to be part of the fastening system. If the system includesconcrete elements which each have more than one supporting location per rail, those concrete elements areconsidered to be part of the slab and not part of the fastening system.This standard is not applicable to special fastening systems used at bolted joints.This standard is for type approval of a complete fastening assembly only.
EN 13481-5:2002 (E)52 Normative referencesThis European Standard incorporates by dated or undated references, provisions from other publications. Thesenormative references are cited at the appropriate places in the text, and the publications are listed hereafter. Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision. For undated references the latest edition of thepublications referred to applies (including amendments).prEN 13146-1, Railway applications ¾ Track ¾ Test methods for fastening systems ¾ Part 1: Determination oflongitudinal restraint.prEN 13146-4:1998, Railway applications ¾ Track ¾ Test methods for fastening systems ¾ Part 4: Effect ofrepeated loading.prEN 13146-5, Railway applications ¾
Track ¾
Test methods for fastening systems ¾ Part 5: Determination ofelectrical resistance.EN 13146-6, Railway applications ¾ Track ¾ Test methods for fastening systems ¾ Part 6: Effect of exposure tosevere environmental conditions.prEN 13146-7, Railway applications —- Track — Test methods for fastening systems ¾ Part 7: Determination ofclamping force.EN 13481-1, Railway applications ¾ Track ¾ Performance requirements for fastening systems ¾ Part 1:Definitions.EN 13481-2:2002, Railway applications – Track — Performance requirements for fastening systems ¾ Part 2:Fastening systems for concrete sleepers.ENV 13481-6, Railway applications — Track — Performance requirements for fastening systems ¾ Part 6: Specialfastening systems for attenuation of vibration.prEN 13674-1, Railway applications ¾ Track ¾ Rail ¾ Part 1: Flat bottom symmetrical railway rails 46 kg/m andabove.prEN 13674-43), Railway applications ¾ Track ¾ Rail ¾ Part 4: Flat bottom symmetrical railway rails from 27 to46 kg/m.3 Terms and definitionsFor the purposes of this European Standard the terms and definitions in EN 13481-1 apply.4 SymbolsLlateral component of force transmitted by the wheel to the rail head as shown in Figure 1, in kN;PLcomponent of load parallel to the running surface of the rails, in kN;PV component of load normal to the running surface of the rails, in kN;Vvertical component of force transmitted by the wheel to the rail head as shown in Figure 1, in kN;
3) In preparation.
EN 13481-5:2002 (E)6Xdistance between the line of application of L and the centre of the gauge corner radius of the rail head asshown in Figure 1, in mm;a angle between the load line and a line normal to the running surface of the rails, in degrees.aVLX12Key1Line of load application2Centre of gauge corner radiusFigure 1 ¾ Load application position5 Requirements5.1 Longitudinal rail restraintThe longitudinal rail restraint shall be not less than 7 kN when measured by the procedure in prEN 13146-1. Foruse in high-speed tracks (> 250 km/h) the longitudinal rail restraint shall be not less than 9 kN. When necessitatedby the slab track design and subject to agreement between the purchaser and manufacturer, the minimum requirementfor longitudinal restraint can be reduced.For fastening systems with continuous support of the rail, the test shall be performed using a length of pad equal inlength to the design spacing of the fastening along the rail. The piece of rail used for the test shall be at least aslong as the piece of pad. For fastening systems which have dynamic stiffness < 50 MN/m, when tested in accordancewith annex A, the test shall be carried out over two rail seats to provide greater rail stability.a==tan
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EN 13481-5:2002 (E)75.2 Effect of repeated loadingThis shall be determined by the procedure in prEN 13146-4 except that the fastening system shall be mounted inthe cent
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