EN 13230-4:2009
(Main)Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
This part of prEN 13230 defines additional technical criteria and control procedures as well as specific tolerance limits related to designing and manufacturing prestressed bearers for switches and crossings with a maximum length of 8,5 m.
Bearers longer than 8,5 m are considered as special elements and shall comply with prEN 13230-5.
Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 4: Spannbetonschwellen für Weichen und Kreuzungen
Dieser Teil der EN 13230 legt die zusätzlichen technischen Kriterien und Prüfverfahren sowie spezifische
Abweichungen für die Konstruktion und Fertigung von Spannbetonschwellen für Weichen und Kreuzungen mit
einer maximalen Länge von 8,5 m fest.
Weichenschwellen von mehr als 8,5 m Länge werden als Sonderformen bezeichnet und müssen der
EN 13230-5 entsprechen.
Applications ferroviaires - Voie - Traverses et supports en béton - Partie 4 : Supports précontraints pour appareil de voie
La présente partie de l’EN13230 définit les autres critères techniques et procédures de contrôle ainsi que les
limites spécifiques de tolérance relatives à la conception et à la fabrication des supports en béton précontraint
pour appareils de voie, d'une longueur maximale de 8,5 m.
Les supports de longueur supérieure à 8,5 m sont considérés comme des éléments spéciaux et doivent
satisfaire aux critères de l’EN 13230-5.
Železniške naprave - Zgornji ustroj - Betonski pragi in kretniški betonski pragi - 4. del: Prednapeti betonski pragi za kretnice in križišča
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 4 : Spannbetonschwellen für Weichen und KreuzungenApplications ferroviaires - Voie - Traverses et supports en béton - Partie 4 : Supports précontraints pour appareil de voieRailway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings91.100.30Beton in betonski izdelkiConcrete and concrete products45.080Rails and railway componentsICS:Ta slovenski standard je istoveten z:EN 13230-4:2009SIST EN 13230-4:2009en,de01-september-2009SIST EN 13230-4:2009SLOVENSKI
STANDARDSIST EN 13230-4:20041DGRPHãþD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13230-4June 2009ICS 91.100.30; 93.100Supersedes EN 13230-4:2002
English VersionRailway applications - Track - Concrete sleepers and bearers -Part 4: Prestressed bearers for switches and crossingsApplications ferroviaires - Voie - Traverses et supports enbéton - Partie 4 : Supports précontraints pour appareil devoieBahnanwendungen - Oberbau - Gleis- undWeichenschwellen aus Beton - Teil 4:Spannbetonschwellen für Weichen und KreuzungenThis European Standard was approved by CEN on 14 May 2009.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 CEN 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 CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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 and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre:
Avenue Marnix 17,
B-1000 Brussels© 2009 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13230-4:2009: ESIST EN 13230-4:2009
Detailed drawings of the test arrangements . 17A.1 Articulated support . 17A.2 Resilient pad . 18Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 19Bibliography . 22 SIST EN 13230-4:2009
Variation of planeness with regard to 2 points 150 mm apart: 0,5 mm
4.3.3 Tolerances of fastening positioning
The tolerances of the embedded fastening components positioning shall be measured in accordance with Figure 1.
Figure 1 — Measurement of tolerances on fastening components positioning Tolerance on dimensions A and D (on the same support area):
± 1,0 mm Tolerance on dimensions B and C (between two separate supports areas):
± 1,5 mm Tolerance between the last cast-in component and the end of the bearer (E):
± 10 mm The tolerances specified above may be varied by the purchaser in case of special requirements and shall be defined on the drawings submitted by the purchaser. These tolerances shall
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