BS EN 13230-5-2009 Railway applications — Track — Concrete sleepers and bearers Part 5 Special elements1.pdf

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1、BS EN 13230-5:2009 ICS 45.080; 91.100.30; 93.100 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW BRITISH STANDARD Railway applications Track Concrete sleepers and bearers Part 5: Special elements This British Standard was published under the authority of the Standards Policy a

2、nd Strategy Committee on 30 June 2009. BSI 2009 ISBN 978 0 580 58987 4 Amendments/corrigenda issued since publication DateComments BS EN 13230-5:2009 National foreword This British Standard is the UK implementation of EN 13230-5:2009. It supersedes BS EN 13230-5:2002 which is withdrawn. The UK parti

3、cipation in its preparation was entrusted to Technical Committee RAE/2, Railway track components. A list of organizations represented on this committee can be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are resp

4、onsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. BS EN 13230-5:2009 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13230-5 June 2009 ICS 91.100.30; 93.100Supersedes EN 13230-5:2002 English Version Railway applications - Trac

5、k - Concrete sleepers and bearers - Part 5: Special elements Applications ferroviaires - Voie - Traverses et supports en bton - Partie 5 : Elments spciaux Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 5: Sonderformen This European Standard was approved by CEN on 14 May 200

6、9. 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 o

7、n 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 translation under the responsibility of a CEN member into its own language and notified to the CEN Management C

8、entre has the same status as the official 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, Po

9、land, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CENAll rights of exploitation in any form and by

10、any means reserved worldwide for CEN national Members. Ref. No. EN 13230-5:2009: E BS EN 13230-5:2009 EN 13230-5:2009 (E) 2 Contents Page Foreword 3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Requirements .5 5 Product testing .5 6 Manufacturing 6 7 Data to be sup

11、plied 6 Annex A (informative) Definition of special elements Basic examples 7 A.1 Prestressed concrete special elements 7 A.1.1 Special sleepers .7 A.1.2 Special bearers 7 A.2 Reinforced concrete special elements 7 A.2.1 Special sleepers .7 A.2.2 Blocks for ballastless tracks 8 w w w . b z f x w . c

12、 o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 3 Foreword This document (EN 13230-5:2009) 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 o

13、f an identical text or by endorsement, at the latest by December 2009, and conflicting national standards shall be withdrawn at the latest by December 2009. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall

14、not be held responsible for identifying any or all such patent rights. This document supersedes EN 13230-5:2002. This European Standard is one of the series EN 13230 “Railway applications Track Concrete sleepers and bearers“, which consist of the following parts: Part 1: General requirements Part 2:

15、 Prestressed monoblock sleepers Part 3: Twin-block reinforced sleepers Part 4: Prestressed bearers for switches and crossings Part 5: Special elements According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this Europe

16、an Standard: 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 the United K

17、ingdom. w w w . b z f x w . c o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 4 Introduction This part of EN 13230 defines the specific requirements relating to special elements. These are additional requirements to the EN 13230-1 and are necessary to have a complete standard dealing with special element

18、s. These special elements are prestressed concrete special elements as special sleepers or special bearers and reinforced concrete special elements. They are generally used within specific domains of the track for ballastless tracks, for bridges, or with check rails for instance. This part of EN 132

19、30 defines additional technical criteria and control procedures related to the design and manufacture of special elements and complements the requirements of EN 13230-2, EN 13230-3 and EN 13230-4. w w w . b z f x w . c o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 5 1 Scope This part of EN 13230 define

20、s additional technical criteria and control procedures related to the design and manufacture of special elements. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated refere

21、nces, the latest edition of the referenced document (including any amendments) applies. EN 13230-1:2009, Railway applications Track Concrete sleepers and bearers Part 1: General requirements EN 13230-2:2009, Railway applications Track Concrete sleepers and bearers Part 2: Prestressed monoblock sleep

22、ers EN 13230-3:2009, Railway applications Track Concrete sleepers and bearers Part 3: Twin-block reinforced sleepers EN 13230-4:2009, Railway applications Track Concrete sleepers and bearers Part 4: Prestressed bearers for switches and crossings 3 Terms and definitions For the purposes of this docum

23、ent, the terms and definitions given in EN 13230-1:2009 and the following apply. 3.1 special element any individual concrete element supporting rails in the field of railway track construction, to which this standard is relevant, but which is not included in EN 13230-2, EN 13230-3 or EN 13230-4. 4 R

24、equirements A special element shall be defined by detailed drawings including tolerances. All the tolerances specified in EN 13230-1:2009 which relate to the concrete elements, the rails, the fastening system and gauge shall be specified by the purchaser. The purchaser shall specify the positive and

25、 negative design bending moments to be applied: a) at the rail seat section; b) at the centre section. 5 Product testing EN 13230-1:2009, Clause 7 shall apply for any special element supporting rails for railway track applications. Depending on the type of element and whether the concrete is prestre

26、ssed or reinforced, the appropriate following clauses shall be for application: w w w . b z f x w . c o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 6 a) either EN 13230-2:2009, Clause 4; b) or EN 13230-3:2009, Clause 4; c) or EN 13230-4:2009, Clause 5. If possible, the special parts of the element shal

27、l be checked according to the requirements of the purchaser and the quality plan of the manufacturing unit. If not, the manufacturer shall have a special agreement with the purchaser in order to define the testing method. 6 Manufacturing Depending on the type of element and whether the concrete is p

28、restressed or reinforced, the appropriate following clauses shall be used: a) either EN 13230-2:2009, Clause 5; b) or EN 13230-3:2009, Clause 7; c) or EN 13230-4:2009, Clause 6. Any special requirement to be incorporated during the manufacturing process shall be defined by the purchaser. 7 Data to b

29、e supplied The purchaser shall supply all the data detailed in EN 13230-1:2009 and either EN 13230-2:2009, EN 13230-3:2009 or EN 13230-4:2009, in addition to any further special requirement. w w w . b z f x w . c o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 7 Annex A (informative) Definition of specia

30、l elements Basic examples A.1 Prestressed concrete special elements A.1.1 Special sleepers See EN 13230-2:2009 a) with conductor rail; b) with check rail; c) for dual gauge; d) for level crossing; e) for expansion joints; f) for guard rail; g) for ballastless track. A.1.2 Special bearers See EN 1323

31、0-4:2009 a) for dual gauge; b) for expansion joints; c) for ballastless track; d) for hot-box detectors; e) for bridges; f) bearers for switches and crossings more than 8,5 m long. A.2 Reinforced concrete special elements A.2.1 Special sleepers See EN 13230-3:2009 a) with conductor rail; b) with che

32、ck rail; w w w . b z f x w . c o m BS EN 13230-5:2009 EN 13230-5:2009 (E) 8 c) for dual gauge; d) for level crossing; e) for guard rail; f) for ballastless track (twin-block or monoblock). A.2.2 Blocks for ballastless tracks See EN 13230-3:2009. w w w . b z f x w . c o m BS EN 13230-5:2009 This page

33、 has been intentionally left blank w w w . b z f x w . c o m BS EN 13230-5:2009 BSI Group Headquarters 389 Chiswick High Road, London, W4 4AL, UK Tel +44 (0)20 8996 9001 Fax +44 (0)20 8996 7001 standards BSI - British Standards Institution BSI is the independent national body responsible for prepar

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