EN 13230-4:2009

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 toler
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