BS EN 13230-3-2016 Railway applications Track Concrete sleepers and bearers Twin-block reinforced sleepers《轨道交通 钢轨 混凝土轨枕及轨座 双体加筋轨枕》.pdf

1、BS EN 13230-3:2016Railway applications Track Concrete sleepers and bearersPart 3: Twin-block reinforced sleepersBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 13230-3:2016 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13

2、230-3:2016.It supersedes BS EN 13230-3:2009 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway Applications - Track.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not pu

3、rport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2016. Published by BSI StandardsLimited 2016ISBN 978 0 580 84807 0ICS 91.100.30; 93.100Compliance with a British Standard cannot confer immunity fromlegal o

4、bligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 May 2016.Amendments issued since publicationDate Text affectedBS EN 13230-3:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13230-3 May 2016 ICS 91.100.30; 93.100 Supersede

5、s EN 13230-3:2009English Version Railway applications - Track - Concrete sleepers and bearers - Part 3: Twin-block reinforced sleepers Applications ferroviaires - Voie - Traverses et supports en bton - Partie 3 : Traverses biblocs en bton arm Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen a

6、us Beton - Teil 3: Bewehrte Zweiblockschwellen This European Standard was approved by CEN on 4 March 2016. 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 alterati

7、on. 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

8、 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,

9、Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZ

10、ATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13230-3:2016 EBS EN 13230-3:2016EN 13230-3:20

11、16 (E) 2 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 Product testing . 8 4.1 Test arrangements 8 4.1.1 General 8 4.1.2 Rail seat section . 8 4.2 Test procedures 10 4.2.1 Tes

12、t loads 10 4.2.2 Static test . 10 4.2.3 Dynamic test 13 4.3 Acceptance criteria 14 4.3.1 General . 14 4.3.2 Static test . 14 4.3.3 Dynamic test 14 4.3.4 Value of coefficients 15 4.4 Design approval tests . 15 4.4.1 General . 15 4.4.2 Bending moment evaluation 15 4.4.3 Concrete . 15 4.4.4 Product ins

13、pection . 15 4.4.5 Fastening system 15 4.5 Routine tests 15 4.5.1 General . 15 4.5.2 Static rail seat positive load test . 16 4.5.3 Concrete . 16 5 Steel connecting bar 16 5.1 General . 16 5.2 Steel . 16 5.2.1 Chemical composition 16 5.2.2 Mechanical properties 16 5.3 Geometry . 17 5.4 Appearance of

14、 the steel connecting bar . 17 6 Design criteria for incorporating the steel connecting bar 17 6.1 Length of the connecting bar 17 6.2 Orientation of the connecting bar 17 6.3 Position of the connecting bar . 17 7 Manufacturing . 18 7.1 Manufacturing rules 18 BS EN 13230-3:2016EN 13230-3:2016 (E) 3

15、7.2 Other manufacturing rules 18 Annex A (normative) Details of the test arrangement components 19 A.1 Articulated support 19 A.2 Resilient pad . 20 A.3 Tapered packing . 21 Annex B (normative) Steel connecting bar defects 22 B.1 Superficial burn . 22 B.2 Tear at the end . 23 B.3 Cut that is not sha

16、rp . 23 B.4 Surface defect . 24 B.5 Splitting 24 B.6 Deformation of extremities . 25 B.7 Surface scaling . 25 Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC 26 Bibliography . 28 BS EN 13230-3:2016EN 13230-3:2016 (E) 4 Euro

17、pean foreword This document (EN 13230-3:2016) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This document supersedes EN 13230-3:2009. This European Standard shall be given the status of a national standard, either by publication

18、of an identical text or by endorsement, at the latest by November 2016, and conflicting national standards shall be withdrawn at the latest by November 2016. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports

19、essential requirements of EU Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, 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 consists of t

20、he 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

21、 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, Cz

22、ech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingd

23、om. BS EN 13230-3:2016EN 13230-3:2016 (E) 5 Introduction This part of the EN 13230 series defines the specific requirements dedicated to twin-block reinforced sleepers. These are additional requirements to EN 13230-1:2016 that are necessary to have a complete standard dealing with twin-block reinfor

24、ced sleepers. The document specifies the test arrangements and the test procedures to implement and also the corresponding acceptance criteria just as the design approval tests. It also specifies the steel connecting bar characteristics and the design criteria for incorporating the steel connecting

25、bar within the twin-block reinforced sleepers. BS EN 13230-3:2016EN 13230-3:2016 (E) 6 1 Scope This part of the EN 13230 series defines technical criteria and control procedures for manufacturing and testing twin-block reinforced concrete sleepers. 2 Normative references The following documents, in

26、whole or in part, are normatively referenced in this document and are indispensable for its application. 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, p

27、erformance, production and conformity EN 13230-1:2016, Railway applications Track Concrete sleepers and bearers Part 1: General requirements prEN 13230-6:2015, Railway applications Track Concrete sleepers and bearers Part 6: Design EN ISO 6506-1, Metallic materials - Brinell hardness test - Part 1:

28、Test method (ISO 6506-1) EN ISO 6892-1, Metallic materials - Tensile testing - Part 1: Method of test at room temperature (ISO 6892-1) 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 ap

29、ply. 3.1.1 steel connecting bar steel profile which connects reinforced concrete blocks BS EN 13230-3:2016EN 13230-3:2016 (E) 7 3.2 Symbols For the purposes of this document, the symbols listed in Table 1 apply. Table 1 Symbols Symbol Description Unit Fr0Positive initial reference test load for the

30、rail seat section kN Fr0nNegative initial reference test load at rail seat section kN FrrPositive test load which produces first crack formation at the bottom of the rail seat section kN FrrnNegative test load which produces first crack formation at the top of rail seat kN Fr0,05Maximum test load fo

31、r which a crack width of 0,05 mm at the bottom of the rail seat section persists after removal of the load kN Fr0,05nMaximum test load for which a crack width of 0,05 mm at the top of rail seat section persists after removal of the load kN Fr0,5Maximum test load for which a crack width of 0,5 mm at

32、the bottom of the rail seat section persists after removal of the load kN FrBMaximum positive test load at the rail seat section which cannot be increased kN FrBnMaximum negative test load on the top of rail seat section which cannot be increased kN FruLower test load for the rail seat section dynam

33、ic test; Fru= 50 kN kN LpDesign distance between the centre line of the rail seat to the edge of the sleeper at the bottom m LrDesign distance between the articulated support centre lines for the test arrangement at the rail seat section m Mk,r,posPositive characteristic bending moment at rail seat,

34、 (see prEN 132306:2015) kNm k1sStatic coefficient to be used for calculation of Fr0,05or Fr0,05ntest load - k2sStatic coefficient to be used for calculation of Fr0,5or FrBtest load - k1dDynamic coefficient to be used for calculation of Fr0,05test load - k2dDynamic coefficient to be used for calculat

35、ion of Fr0,5or FrBtest load - he Distance between bottom surface of the sleeper to steel connecting bar m BS EN 13230-3:2016EN 13230-3:2016 (E) 8 4 Product testing 4.1 Test arrangements 4.1.1 General This section defines the testing regime and rules for acceptance of twin-block concrete sleepers. Th

36、e layouts of the test arrangements for the rail seat section tests are defined in this section. 4.1.2 Rail seat section The arrangement for the rail seat positive load test is shown in Figure 1. Steel connecting bar can be cut for tests. The position of articulated supports (Lr) is defined in Table

37、2. The load Fr is applied perpendicularly to the base of the sleeper. Key 1 rigid support 2 articulated support (see Annex A for details) 3 resilient pad (see Annex A for details) 4 reinforced concrete block 5 standard rail pad as defined by the purchaser 6 tapered packing (see Annex A for details)

38、7 lateral stop and base plate when used. To be agreed by the purchaser Figure 1 Test arrangement at the rail seat section (positive bending moment) BS EN 13230-3:2016EN 13230-3:2016 (E) 9 The test arrangement for the rail seat negative load test is shown in Figure 2, the value of Lrin relation to Lp

39、.is detailed in Table 2. Key 1 rigid support 2 articulated support (see Annex A for details) 3 resilient pad (see Annex A for details) 4 reinforced concrete block 5 special tapered packing 6 special tapered packing Figure 2 Test arrangement at the rail seat section (negative bending moment) Table 2

40、Value of Lrin relation to LpLpin m Lrin m Lpk1s Fr0 Fr0,05n 0,5 k1s Fr0If the non-mandatory part of test is carried out, then: FrB k2s Fr04.3.3 Dynamic test The acceptance criteria for the dynamic test at the rail seat section is as follows: Fr0,05 k1d Fr0 FrB k2d Fr0or (according to the requirement

41、s of the purchaser) Fr0,5 k2d Fr0BS EN 13230-3:2016EN 13230-3:2016 (E) 15 4.3.4 Value of coefficients The coefficients k1and k2are defined in EN 13230-1:2016, 4.4.2. The values for k1and k2shall be supplied by the purchaser. 4.4 Design approval tests 4.4.1 General The design approval tests to be car

42、ried out on the sleeper and concrete comprise the tests already defined in this standard. All test results shall meet the acceptance criteria. Each concrete sleeper block shall be used for one test only. 4.4.2 Bending moment evaluation These tests shall be carried out in accordance with the test arr

43、angements shown in Figures 1 and 2 and the test procedures in 4.2. a) Static test: 1) both rail seat sections on three sleepers for the positive bending moment; 2) both rail seat sections on three sleepers for the negative bending moment (optional test carried out at the request of the purchaser). b

44、) Dynamic test: 1) both rail seat sections on three sleepers. 4.4.3 Concrete The properties of the concrete shall be established in accordance with EN 206. 4.4.4 Product inspection Product inspection shall be carried out on all sleepers required for design approval tests including dimensions and tol

45、erances in accordance with EN 13230-1:2016, Table 1 and the surface finish of the sleeper in accordance with EN 13230-1:2016, 6.3. 4.4.5 Fastening system Test shall be carried out in accordance with the European standards on fastenings systems as referenced in EN 13230-1:2016 or as required by the p

46、urchaser (see EN 13230-1:2016, 7.5). 4.5 Routine tests 4.5.1 General The routine tests shall be carried out in order to find any variation in the quality of the concrete sleeper leading to an unacceptable quality level. The number of samples and rates of tests are given in the quality plan for the m

47、anufacturing unit. The routine tests to be carried out on the product and concrete are defined in this standard. BS EN 13230-3:2016EN 13230-3:2016 (E) 16 4.5.2 Static rail seat positive load test This test shall be carried out in accordance with the test arrangement shown in Figure 1 and the test pr

48、ocedures shown in Figure 5. 4.5.3 Concrete The tests shall be carried out according to EN 13230-1:2016, 7.4. 5 Steel connecting bar 5.1 General This section specifies the properties and the quality control requirements for the hot rolled steel connecting bar for twin-block reinforced sleepers. 5.2 S

49、teel 5.2.1 Chemical composition The chemical composition of the steel shall be within the following limits: 0,28 % C 0,80 % 0,45 % Mn 1,40 % P 0,08 % S 0,08 % Si 0,50 % 5.2.2 Mechanical properties The mechanical properties (conventional yield strength at 0,2 % tensile strain, percentage elongation at fracture) shall be maintained within the following limits: a) tensile strength (Rm) in MPa: 550 Rm 1 030 b) relationship between percentage elongation and yield strength (Rp) where: A = minimum percentage elongat