SIST EN 13230-4:2016+A1:2020

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

This part of the EN 13230 series defines additional technical criteria and control procedures as well as specific tolerance limits related to manufacturing and testing 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 will comply with FprEN 13230 5:2015.

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

Dieser Teil der Normenreihe EN 13230 legt die zusätzlichen technischen Kriterien und Kontrollverfahren sowie die spezifischen Grenzabweichungen in Bezug auf die Herstellung und Prüfung 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 sind in EN 13230 5:2016 enthalten.

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

La présente partie de la série EN 13230 définit les prescriptions spécifiques relatives aux supports en béton précontraint pour appareils de voie.
Ces prescriptions s'ajoutent à celles de l' EN 13230 1:2016 et sont nécessaires pour disposer d'une norme complète traitant des supports en béton précontraint pour appareils de voie.
Le document spécifie les montages d’essais et procédures d’essai à mettre en œuvre ainsi que les critères d’acceptation comme les essais de qualification.

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

General Information

• Status: Published
• Publication Date: 26-Feb-2020
• ICS: 45.080 - Rails and railway components
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: IŽNP - Reilway applications
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 24-Feb-2020
• Due Date: 30-Apr-2020
• Completion Date: 27-Feb-2020
• Directive: 2016/797/EU - Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (Text with EEA relevance)
• Mandate: M/483 - Mandate for programming and standardisation addressed to the European standardisation bodies under directive 2008/57/EC in the field of the interoperability of the rail system within the European Union
• Ref Project: EN 13230-4:2016+A1:2020 - Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings

RELATIONS

• Consolidates: SIST EN 13230-4:2016 - Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
• Effective Date: 04-Dec-2019
• Consolidates: SIST EN 13230-4:2016/oprA1:2019 - Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
• Effective Date: 04-Dec-2019

Standards Content (sample)

SLOVENSKI STANDARD
SIST EN 13230-4:2016+A1:2020
01-april-2020
Železniške naprave - Zgornji ustroj proge - Betonski pragi in kretniški betonski
pragi - 4. del: Prednapeti betonski pragi za kretnice in križišča

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

bearers for switches and crossings
Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 4:
Spannbetonschwellen für Weichen und Kreuzungen

Applications ferroviaires - Voie - Traverses et supports en béton - Partie 4 : Supports

précontraints pour appareil de voie
Ta slovenski standard je istoveten z: EN 13230-4:2016+A1:2020
ICS:
45.080 Tračnice in železniški deli Rails and railway
components
91.100.30 Beton in betonski izdelki Concrete and concrete
products
SIST EN 13230-4:2016+A1:2020 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 13230-4:2016+A1:2020
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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1
EUROPEAN STANDARD
NORME EUROPÉENNE
February 2020
EUROPÄISCHE NORM
ICS 91.100.30; 93.100
English Version
Railway applications - Track - Concrete sleepers and
bearers - Part 4: Prestressed bearers for switches and
crossings

Applications ferroviaires - Voie - Traverses et supports Bahnanwendungen - Oberbau - Gleis- und

en béton - Partie 4 : Supports précontraints pour Weichenschwellen aus Beton - Teil 4:

appareil de voie Spannbetonschwellen für Weichen und Kreuzungen

This European Standard was approved by CEN on 4 March 2016 and includes Amendment 1 approved by CEN on 10 June 2019.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this

European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references

concerning such national standards may be obtained on application to the CEN-CENELEC 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

translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management

Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,

Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,

Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and

United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels

© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13230-4:2016+A1:2020 E

worldwide for CEN national Members.
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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1:2020 (E)
Contents Page

European foreword ....................................................................................................................................................... 4

Introduction .................................................................................................................................................................... 5

1 Scope .................................................................................................................................................................... 6

2 Normative references .................................................................................................................................... 6

3 Terms, definitions and symbols ................................................................................................................. 6

3.1 Terms and definitions ................................................................................................................................... 6

3.2 Symbols ............................................................................................................................................................... 7

4 Special requirement ....................................................................................................................................... 7

4.1 Characteristic bending moments .............................................................................................................. 7

4.2 Positioning of fastening components ....................................................................................................... 7

4.3 Tolerances ......................................................................................................................................................... 8

4.3.1 General ................................................................................................................................................................ 8

4.3.2 Tolerance of planeness ................................................................................................................................. 8

4.3.3 Tolerances of fastening positioning ......................................................................................................... 8

4.3.4 Tolerance of vertical deviation from straight ....................................................................................... 9

4.4 Distance from the end of the bearer to the nearest cast-in component ...................................... 9

5 Product testing ................................................................................................................................................. 9

5.1 General ................................................................................................................................................................ 9

5.2 Test arrangements ....................................................................................................................................... 10

5.3 Test procedures ............................................................................................................................................ 10

5.3.1 Test loads ........................................................................................................................................................ 10

5.3.2 Static test ......................................................................................................................................................... 11

5.3.3 Fatigue test ..................................................................................................................................................... 13

5.4 Acceptance criteria ...................................................................................................................................... 14

5.4.1 General ............................................................................................................................................................. 14

5.4.2 Static test ......................................................................................................................................................... 14

5.4.3 Fatigue test ..................................................................................................................................................... 14

5.5 Design approval tests ................................................................................................................................. 15

5.5.1 General ............................................................................................................................................................. 15

5.5.2 Bending moments evaluation .................................................................................................................. 15

5.5.3 Concrete ........................................................................................................................................................... 15

5.5.4 Product inspection ....................................................................................................................................... 15

5.6 Routine tests .................................................................................................................................................. 15

5.6.1 General ............................................................................................................................................................. 15

5.6.2 Positive or negative bending moment evaluations for static test .............................................. 15

5.6.3 Concrete ........................................................................................................................................................... 15

5.6.4 Product checking .......................................................................................................................................... 16

6 Manufacturing ............................................................................................................................................... 16

6.1 Manufacturing rules .................................................................................................................................... 16

6.2 Additional marking ..................................................................................................................................... 16

7 Data to be supplied ...................................................................................................................................... 16

7.1 Data supplied by the purchaser .............................................................................................................. 16

7.2 Data provided by the supplier ................................................................................................................. 16

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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1:2020 (E)

Annex A (normative) Detailed drawings of the test arrangements ......................................................... 17

A.1 Articulated support ...................................................................................................................................... 17

A.2 Resilient pad ................................................................................................................................................... 18

Annex ZA (informative) Relationship between this European Standard and the Essential

Requirements of EU Directive 2016/797/EU aimed to be covered ............................................ 19

Bibliography ................................................................................................................................................................. 20

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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1:2020 (E)
European foreword

This document (EN 13230-4:2016+A1:2020) has been prepared by Technical Committee CEN/TC 256

“Railway applications”, the secretariat of which is held by DIN.
This document includes Amendment 1 approved by CEN on 6 October 2019.
This document supersedes !EN 13230-4:2016".

The start and finish of text introduced or altered by amendment is indicated in the text by tags !".

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 August 2020, and conflicting national standards shall

be withdrawn at the latest by February 2022.

Attention is drawn to the possibility that some of the elements of this document may be the subject of

patent rights. CEN shall not be held responsible for identifying any or all such patent rights.

This document has been prepared under a mandate given to CEN by the European Commission and the

European Free Trade Association, and supports essential requirements of EU Directive 2016/797/EU.

For relationship with EU Directive 2016/797/EU, see informative Annex ZA, which is an integral part of

this document.

This European Standard is one of the EN 13230 series “Railway applications – Track – Concrete sleepers

and bearers”, which consist of the following parts:
— Part 1: General requirements;
— Part 2: Prestressed monoblock sleepers;
— Part 3: Twin-block reinforced sleepers;
— Part 4: Prestressed bearers for switches and crossings;
— Part 5: Special elements;
— Part 6: Design.

There is a change in the wording of the documents of EN 13230 (series) “design bending moment” is

replaced by “characteristic bending moment” and “test bending moment”.

According to the CEN-CENELEC Internal Regulations, the national standards organisations of the

following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,

Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,

Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of

North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the

United Kingdom.
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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1:2020 (E)
Introduction

This part of the EN 13230 series defines the specific requirements dedicated to prestressed bearers for

switches and crossings.

These are additional requirements to EN 13230-1:2016 that are necessary to have a complete standard

dealing with prestressed bearers for switches and crossings.

The document specifies the test arrangements, the test procedures and the corresponding acceptance

criteria.
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SIST EN 13230-4:2016+A1:2020
EN 13230-4:2016+A1:2020 (E)
1 Scope

This part of the EN 13230 series defines additional technical criteria and control procedures as well as

specific tolerance limits related to manufacturing and testing 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 are covered by EN 13230-5:2016.

2 Normative references

!The following documents are referred to in the text in such a way that some or all of their content

constitutes requirements of this document. For dated references, only the edition cited applies. For

undated references, the latest edition of the referenced document (including any amendments)

applies."
EN 206, Concrete - Specification, performance, production and conformity

EN 13230-1:2016, Railway applications – Track – Concrete sleepers and bearers – Part 1: General

requirements
FprEN 10138 (all parts), Prestressing steels
3 Terms, definitions and symbols
3.1 Terms and definitions

For the purposes of this document, the terms and definitions given in EN 13230-1:2016 and the

following apply:

!ISO and IEC maintain terminological databases for use in standardization at the following addresses:

— ISO Online browsing platform: available at https://www.iso.org/obp
— IEC Electropedia: available at http://www.electropedia.org/ "
3.1.1
prestressed monoblock bearer
bearer manufactured using pre-tensioned or post-tensioned tendons
3.1.2
characteristic positive bending moment
k,pos
positive bending moment at any position of the bearer
3.1.3
characteristic negative bending moment
k,neg
negative bending moment at an
...