SIST EN 13230-4:2004

Railway applications - Track - Concrete sleepers and bearers - Part 4 : Prestressed bearers for switches and crossings

This part of European Standard 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 5,5 meters.

Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 4 : Spannbetonschwellen für Weichen und Kreuzungen

In diesem Teil der Europäischen Norm werden die zusätzlichen technischen Kriterien und Prüfverfahren sowie spezifische Toleranzen für die Konstruktion und Fertigung von Spannbetonschwellen für Weichen und Kreuzungen mit einer maximalen Länge von 5,5 m festgelegt.

Applications ferroviaires - Voie - Traverses et supports en béton - Partie 4 : Supports précontraints pour appareil de voie

La présente partie de la Norme européenne définit les autres criteres techniques et procédures de contrôle ainsi que les limites spécifiques de tolérance relatives a la conception et a la fabrication des supports en béton précontraint pour appareils de voie, d'une longueur maximale de 5,5 metres.
Les supports d'une longueur > 5,50 m sont considérés comme des éléments spéciaux et doivent satisfaire aux criteres de la prEN 13230-5.

Železniške naprave – Zgornji ustroj – Betonski pragi in kretniški betonski pragi – 4. del: Prednapeti betonski pragi za kretnice in križišča

General Information

• Status: Withdrawn
• Publication Date: 29-Feb-2004
• Withdrawal Date: 17-Jun-2009
• ICS: 45.080 - Rails and railway components
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: IŽNP - Reilway applications
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 18-Jun-2009
• Due Date: 11-Jul-2009
• Completion Date: 18-Jun-2009
• Directive: 93/38/EEC - Procurement procedures of entities operating in the water, energy, transport and telecommunications sectors
• Directive: 96/48/EC - Interoperability of the trans-European high-speed rail system
• Mandate: M/024 - Mandate to CEN/CENELEC/ETSI for programming and standardization in the field of railway equipment
• Mandate: M/275 - Mandate to CEN/CENELEC/ETSI for standardization in the field of railway equipment on the interoperability of the Trans-European high-speed rail system
• Ref Project: EN 13230-4:2002 - Railway applications - Track - Concrete sleepers and bearers - Part 4 : Prestressed bearers for switches and crossings

Relations

• Replaced By: SIST EN 13230-4:2009 - Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
• Effective Date: 01-Sep-2009
• Replaced By: SIST EN 13230-4:2009 - Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
• Effective Date: 08-Jun-2022

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 13230-4:2002SIST EN 13230-4:2004en01-marec-2004SIST EN 13230-4:2004SLOVENSKI
STANDARD



SIST EN 13230-4:2004



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13230-4December 2002ICS 45.080English 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 9 October 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 13230-4:2002 ESIST EN 13230-4:2004



EN 13230-4:2002 (E) 2 Contents Page Foreword.3 Introduction.4 1 Scope.4 2 Normative references.4 3 Special requirements.4 3.1 Design bending moments.4 3.2 Positioning of fastening components.4 3.3 Tolerances.5 3.3.1 Tolerance on flatness.5 3.3.2 Tolerances on fastening positioning.5 3.3.3 Vertical deviation.6 3.4 Distance from the end of the bearer to the nearest cast-in component.6 4 Product testing.7 4.1 Symbols.7 4.2 Test arrangements.8 4.3 Test procedures.8 4.3.1 Test loads.8 4.3.2 Static test.8 4.3.3 Fatigue test.11 4.4 Acceptance criteria.13 4.4.1 Static test.13 4.4.2 Fatigue test.13 4.5 Design approval
tests.13 4.5.1 Bending moments evaluation.13 4.5.2 Concrete.14 4.5.3 Product inspection.14 4.5.4 Fastening system and electrical insulation.14 4.6 Routine tests.14 4.6.1 Positive or negative bending moment evaluations for the static test.14 4.6.2 Concrete.14 4.6.3 Product checking.14 5 Manufacturing.14 5.1 Manufacturing rules.14 5.2 Position of prestressing steel.15 5.3 Tolerance on the prestressing force.15 5.4 Additional marking.15 6 Data to be supplied.15 6.1 Data supplied by the purchaser.15 6.2 Data supplied by the supplier.15 Annex A (normative)
Detailed drawings of the test arrangements.16 A.1 Articulated support.16 A.2 Resilient pad.17 Bibliography.18
SIST EN 13230-4:2004



EN 13230-4:2002 (E) 3 Foreword This document EN 13230-4:2002 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 or by endorsement, at the latest by June 2003, and conflicting national standards shall be withdrawn at the latest by June 2003. This European Standard is one of the series EN 13230 "Railway applications - Track  Concrete sleepers and bearers" which consists of the following parts:  Part 1: General requirements;  Part 2: Prestressed monobloc sleepers;  Part 3: Twin-block reinforced sleepers;  Part 4: Prestressed bearers for switches and crossings;  Part 5: Special elements. Annexe A is normative. This document contains bibliographical references. No other European Standard is superseded or replaced by this European Standard. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries 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. SIST EN 13230-4:2004



EN 13230-4:2002 (E) 4 Introduction This part of the standard defines the specific requirements relating to prestressed bearers for switches and crossings. These are additional requirements to EN 13230-1 and are necessary to have a complete standard dealing with prestressed concrete bearers for switches and crossings. 1 Scope This part of the European Standard defines additional technical criteria and control procedures as well as specific tolerance limits relating to the design and manufacture of prestressed bearers for switches and crossings with a maximum length of 5,5 m. Bearers longer than 5,5 m are considered as special elements and it is essential that they comply with
EN 13230-5. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 206-1, Concrete – Part 1: Performance, production and conformity. EN 13146-4, Railway applications - Track - Test
methods for fastening systems - Part
4: Effect of repeated loading. EN 13230-1:2002, Railway applications - Track – Concrete sleepers and bearers – Part 1: General requirements. EN 13230-5, Railway applications - Track - Concrete sleepers and bearers – Part 5: Spec
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