EN 13230-3-2009 4375 Railway applications - Track - Concrete sleepers and bearers - Part 3 Twin-block reinforced sleepers《轨道交通 混凝土轨枕和支承件 第3部分 双体加筋轨枕》.pdf

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1、BS EN13230-3:2009ICS 45.080; 91.100.30; 93.100NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDRailway applications Track Concretesleepers and bearersPart 3: Twin-block reinforced sleepersCopyright European Committee for Standardization Provided by IHS under lice

2、nse with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-This British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 30 June2009. BSI 2009ISBN 978 0 580 58985 0Amendments/corrigenda issued since publicationDate CommentsB

3、S EN 13230-3:2009National forewordThis British Standard is the UK implementation of EN 13230-3:2009. Itsupersedes BS EN 13230-3:2002 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee RAE/2, Railway track components.A list of organizations represented on t

4、his committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.Copyright European Commit

5、tee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13230-3June 2009ICS 91.100.30; 93.100 Supersedes EN 13230-3:2002 English VersionRailway

6、 applications - Track - Concrete sleepers and bearers -Part 3: Twin-block reinforced sleepersApplications ferroviaires - Voie - Traverses et support enbton - Partie 3 : Traverses biblocs en bton armBahnanwendungen - Oberbau - Gleis- undWeichenschwellen aus Beton - Teil 3: BewehrteZweiblockschwellenT

7、his 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

8、 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

9、 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, Lithua

10、nia, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All

11、 rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13230-3:2009: ECopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1

12、3230-3:2009EN 13230-3:2009 (E) 2 Contents Page Foreword 4Introduction .51 Scope 62 Normative references 63 Terms and definitions .64 Product testing .64.1 Test arrangements .64.1.1 Symbols 64.1.2 Rail seat section.74.2 Test procedures .94.2.1 Test loads .94.2.2 Static test . 104.2.3 Dynamic test 124

13、.3 Acceptance criteria . 144.3.1 General . 144.3.2 Static test . 144.3.3 Dynamic test 144.3.4 Value of coefficients . 154.4 Design approval tests 154.4.1 General . 154.4.2 Bending moment evaluation 154.4.3 Concrete 154.4.4 Product inspection . 154.4.5 Fastening system 154.5 Routine tests . 154.5.1 G

14、eneral . 154.5.2 Static rail seat positive load test . 164.5.3 Concrete 165 Steel connecting bar 165.1 General . 165.2 Steel . 165.2.1 Chemical composition . 165.2.2 Mechanical properties 165.3 Geometry . 175.4 Appearance of the steel connecting bar 176 Design criteria for incorporating the steel co

15、nnecting bar 176.1 Length of the connecting bar 176.2 Orientation of the connecting bar . 186.3 Position of the connecting bar 187 Manufacturing . 187.1 Manufacturing rules 187.2 Other manufacturing rules . 18Annex A (normative) Details of the test arrangement components . 19A.1 Articulated support

16、. 19A.2 Resilient pad 20A.3 Tapered packing . 21Annex B (normative) Steel connecting bar defects 22Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN 13230-3:20

17、09 (E) 3 B.1 Superficial burn . 22B.2 Tear at the end . 22B.3 Cut that is not sharp 23B.4 Surface defect 23B.5 Splitting 24B.6 Deformation of extremities . 25B.7 Surface scaling 25Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/5

18、7/EC 26Bibliography 30Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN 13230-3:2009 (E) 4 Foreword This document (EN 13230-3:2009) has been prepared by Techni

19、cal 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 December 2009, and conflicting national standards shall be

20、 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 not be held responsible for identifying any or all such patent rights. This document supersedes EN 13230-3:2002. T

21、his 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 monoblock sleepers Part 3: Twin-block reinforced sleepers Part 4: Prestressed bearers for switches a

22、nd crossings Part 5: Special elements 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 EC Directive 2008/57/EC. For relationship with EC Directive 2008/57/EC, see informative Annex

23、ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Ger

24、many, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Copyright European Committee for Standardization Provided by IHS under license with CENNot for

25、ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN 13230-3:2009 (E) 5 Introduction This part of the standard defines the specific requirements dedicated to twin-block reinforced sleepers. These are additional requirements to EN 13230-1:2009 and are necess

26、ary to have a complete standard dealing with twin-block reinforced 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 a

27、nd the design criteria for incorporating the steel connecting bar within the twin-block reinforced sleepers. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN

28、13230-3:2009 (E) 6 1 Scope This part of EN 13230 defines technical criteria and control procedures for designing and manufacturing twin-block reinforced concrete sleepers. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated refe

29、rences, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 206-1, Concrete Part 1: Specification, performance, production and conformity EN 10002-1, Metallic materials Tensile testing Part 1: Method of test at

30、ambient temperature EN 13230-1:2009, Railway applications Track Concrete sleepers and bearers Part 1: General requirements EN ISO 6506-1, Metallic materials Brinell hardness test Part 1: Test method (ISO 6506-1:1999) 3 Terms and definitions For the purposes of this document, the terms and definition

31、s given in EN 13230-1:2009 and the following apply. 3.1 steel connecting bar steel profile which connects reinforced concrete blocks 4 Product testing 4.1 Test arrangements This section defines the testing regime and rules for acceptance of twin-block concrete sleepers. The layout of test arrangemen

32、ts for the rail seat section tests are defined in this section. 4.1.1 Symbols The following symbols are used as defined in Table 1: Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-

33、,-BS EN 13230-3:2009EN 13230-3:2009 (E) 7 Table 1 Symbols Symbol DesignationFr0Positive initial reference test load for the rail seat section, in kN Fr0nNegative initial reference test load at rail seat section, in kN; Fr0n= Fr0FrrPositive test load which produces first crack formation at the bottom

34、 of the rail seat section, in kN FrrnNegative test load which produces first crack formation at the top of rail seat, in kN Fr0,05Maximum test load for which a crack width of 0,05 mm at the bottom of the rail seat section persists after removal of the load, in kN Fr0,05nMaximum test load for which a

35、 crack width of 0,05 mm at the top of rail seat section persists after removal of the load, in kN Fr0,5Maximum test load for which a crack width of 0,5 mm at the bottom of the rail seat section persists after removal of the load, in kN FrBMaximum positive test load at the rail seat section which can

36、not be increased, in kN FrBnMaximum negative test load on the top of rail seat section which cannot be increased, in kN FruLower test load for the rail seat section dynamic test; Fru= 50 kN LpDesign distance between the centre line of the rail seat to the edge of the sleeper at the bottom, in m LrDe

37、sign distance between the articulated support centre lines for the test arrangement at the rail seat section, in m Mdr Positive design bending moment at rail seat, in kNm k1sStatic coefficient to be used for calculation of Fr0,05or Fr0,05ntest load k2sStatic coefficient to be used for calculation of

38、 Fr0,5or FrBtest load k1dDynamic coefficient to be used for calculation of Fr0,05test load k2dDynamic coefficient to be used for calculation of Fr0,5or FrBtest load 4.1.2 Rail seat section The arrangement for the rail seat positive load test is shown in Figure 1. The position of articulated supports

39、 (Lr) is defined in Table 2. The load Fr is applied perpendicularly to the base of the sleeper. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN 13230-3:2009

40、(E) 8 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) 7 Lateral stop and base plate when used. To be agreed by the pur

41、chaser Figure 1 Test arrangement at the rail seat section (positive bending moment) The test arrangement for the rail seat negative load test is shown in Figure 2, the value of Lrin relation to Lp.is detailed in Table 2. Copyright European Committee for Standardization Provided by IHS under license

42、with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13230-3:2009EN 13230-3:2009 (E) 9 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 Spe

43、cial tapered packing Figure 2 Test arrangement at the rail seat section (negative bending moment) Table 2 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 criterion for the dyna

44、mic test at the rail seat section is as follows: Fr0,05 k1d Fr0 FrB k2d Fr0or (according to the requirements of the purchaser) Fr0,5 k2d Fr0Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license fro

45、m IHS-,-,-BS EN 13230-3:2009EN 13230-3:2009 (E) 15 4.3.4 Value of coefficients The coefficients k1and k2are defined in EN 13230-1:2009, 4.3.1. 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 carried out on the sleeper

46、 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 arrangements shown in Figu

47、res 1 and 2 and the test procedures in 4.2. a) Static test 1) both rail seat sections on 3 sleepers for the positive bending moment; 2) both rail seat sections on 3 sleepers for the negative bending moment (optional test carried out at the request of the purchaser). b) Dynamic test 1) both rail seat

48、 sections on three sleepers. 4.4.3 Concrete The properties of the concrete shall be established in accordance with EN 206-1. 4.4.4 Product inspection Product inspection shall be carried out on all sleepers required for design approval tests including dimensions and tolerances in accordance with EN 13230-1:2009, Table 1 and the surface finish of the sleeper in accordance with EN 13230-1:2009,