DIN EN 13230-3-2016 Railway applications - Track - Concrete sleepers and bearers - Part 3 Twin-block reinforced sleepers German version EN 13230-3 2016《轨道交通 混凝土轨枕和支承件 第3部分 双体加筋轨枕 德.pdf

《DIN EN 13230-3-2016 Railway applications - Track - Concrete sleepers and bearers - Part 3 Twin-block reinforced sleepers German version EN 13230-3 2016《轨道交通 混凝土轨枕和支承件 第3部分 双体加筋轨枕 德.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13230-3-2016 Railway applications - Track - Concrete sleepers and bearers - Part 3 Twin-block reinforced sleepers German version EN 13230-3 2016《轨道交通 混凝土轨枕和支承件 第3部分 双体加筋轨枕 德.pdf（30页珍藏版）》请在麦多课文档分享上搜索。

1、November 2016 English price group 14No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.100.30; 93.100!%py“2587786ww

2、w.din.deDIN EN 13230-3Railway applications Track Concrete sleepers and bearers Part 3: Twinblock reinforced sleepers;English version EN 132303:2016,English translation of DIN EN 13230-3:2016-11Bahnanwendungen Oberbau Gleis und Weichenschwellen aus Beton Teil 3: Bewehrte Zweiblockschwellen;Englische

3、Fassung EN 132303:2016,Englische bersetzung von DIN EN 13230-3:2016-11Applications ferroviaires Voie Traverses et supports en bton Partie 3 : Traverses biblocs en bton arm;Version anglaise EN 132303:2016,Traduction anglaise de DIN EN 13230-3:2016-11SupersedesDIN EN 132303:200910www.beuth.deDocument

4、comprises 30 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.11.16 DIN EN 13230 3:2016 11 - -2 A comma is used as the decimal marker. National foreword This document (EN 13230-3:2016) has been prepared by Technical Committee CE

5、N/TC 256 “Railway applications” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was DIN-Normenausschuss Fahrweg und Schienenfahrzeuge (DIN Standards Committee Railway), Working Committee NA 087-00-01-03 UA Gleis- und Weichenschwellen. Amendments This standard dif

6、fers from DIN EN 13230-3:2009-10 as follows: a) the term “design bending moment” has been replaced by “characteristic bending moment” and “test bending moment”. Previous editions DIN EN 13230-3: 2009-10, 2003-03 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13230-3 May 2016 ICS 91.100.30; 93.

7、100 Supersedes 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 Weich

8、enschwellen aus 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

9、 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 lan

10、guage 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, Denma

11、rk, 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 andUnited Kingdom. EUROPEAN COMMITTEE F

12、OR STANDARDIZATION 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 E2 Contents Page Eu

13、ropean 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 Test loads 10 4.2.2 Static t

14、est . 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 inspection . 15 4.4.5 Fasten

15、ing 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 the steel connecting bar

16、 . 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 EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 3 7.2 Other manufactur

17、ing 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 sharp . 23 B.4 Surface

18、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 EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 4 European foreword T

19、his 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 of an identical

20、 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 essential requi

21、rements 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 the following pa

22、rts: 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

23、” 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, D

24、enmark, 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 Kingdom. EN 13230-3:

25、2016 (E) DIN EN 13230-3:2016-11 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 reinforced sleepe

26、rs. 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 bar within

27、 the twin-block reinforced sleepers. EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 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 whole

28、 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, perfor

29、mance, 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: Test

30、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 apply.

31、3.1.1 steel connecting bar steel profile which connects reinforced concrete blocks EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 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

32、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

33、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

34、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

35、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,

36、 (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

37、ion of Fr0,5or FrBtest load - he Distance between bottom surface of the sleeper to steel connecting bar m EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 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 sleeper

38、s. The 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 T

39、able 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 deta

40、ils) 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) EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 9 The test arrangement for the rail seat negative load test is shown in Figure 2, the value of Lrin rela

41、tion to Lp.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

42、) 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 criteria for the dynamic test at the rail seat section is as follows: Fr0,05 k1d Fr0 FrB k2d Fr0or (according to the r

43、equirements of the purchaser) Fr0,5 k2d Fr0EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 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

44、tests to be carried 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 wi

45、th the test arrangements 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 th

46、e purchaser). b) 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 dim

47、ensions and tolerances 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 re

48、quired by the purchaser (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

49、 plan for the manufacturing unit. The routine tests to be carried out on the product and concrete are defined in this standard. EN 13230-3:2016 (E) DIN EN 13230-3:2016-11 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 procedures shown in Figure 5. 4.5.3 Concrete The tests shall be carried out according to EN 13230-1:2016, 7.4. 5 S