DIN EN 13230-4-2016 Railway applications - Track - Concrete sleepers and bearers - Part 4 Prestressed bearers for switches and crossings German version EN 13230-4 2016《轨道交通 混凝土轨枕和支.pdf

《DIN EN 13230-4-2016 Railway applications - Track - Concrete sleepers and bearers - Part 4 Prestressed bearers for switches and crossings German version EN 13230-4 2016《轨道交通 混凝土轨枕和支.pdf》由会员分享，可在线阅读，更多相关《DIN EN 13230-4-2016 Railway applications - Track - Concrete sleepers and bearers - Part 4 Prestressed bearers for switches and crossings German version EN 13230-4 2016《轨道交通 混凝土轨枕和支.pdf（23页珍藏版）》请在麦多课文档分享上搜索。

1、November 2016 English price group 12No 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!%pz“2587787ww

2、w.din.deDIN EN 13230-4Railway applications Track Concrete sleepers and bearers Part 4: Prestressed bearers for switches and crossings;English version EN 132304:2016,English translation of DIN EN 13230-4:2016-11Bahnanwendungen Oberbau Gleis und Weichenschwellen aus Beton Teil 4: Spannbetonschwellen f

3、r Weichen und Kreuzungen;Englische Fassung EN 132304:2016,Englische bersetzung von DIN EN 13230-4:2016-11Applications ferroviaires Voie Traverses et supports en bton Partie 4 : Supports prcontraints pour appareil de voie;Version anglaise EN 132304:2016,Traduction anglaise de DIN EN 13230-4:2016-11Su

4、persedesDIN EN 132304:200910www.beuth.deDocument comprises 23 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.11.16 DIN EN 13230-4:2016-11 2 A comma is used as the decimal marker. National foreword This document (EN 13230-4:201

5、6) has been prepared by Technical Committee CEN/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

6、Weichenschwellen. Amendments This standard differs from DIN EN 13230-4:2009-10 as follows: a) the term “design bending moment” has been replaced by “characteristic bending moment” and “test bending moment”. Previous editions DIN EN 13230-4: 2009-10, 2003-03 EUROPEAN STANDARD NORME EUROPENNE EUROPISC

7、HE NORM EN 13230-4 May 2016 ICS 91.100.30; 93.100 Supersedes EN 13230-4:2009English Version Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings Applications ferroviaires - Voie - Traverses et supports en bton - Partie 4 : Supports prc

8、ontraints pour appareil de voie Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 4: Spannbetonschwellen fr Weichen und Kreuzungen This European Standard was approved by CEN on 4 March 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipul

9、ate 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 St

10、andard 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 n

11、ational standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech 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,

12、Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR 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

13、means reserved worldwide for CEN national Members. Ref. No. EN 13230-4:2016 E2 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

14、 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

15、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.

16、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 Additio

17、nal marking . 16 7 Data to be supplied 16 7.1 Data supplied by the purchaser 16 7.2 Data provided by the supplier . 16 EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 3 Annex A (normative) Detailed drawings of the test arrangements . 17 A.1 Articulated support 17 A.2 Resilient pad . 18 Annex ZA (informat

18、ive) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC 19 Bibliography . 21 EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 4 European foreword This document (EN 13230-4:2016) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, t

19、he secretariat of which is held by DIN. This document supersedes EN 13230-4:2009. 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 November 2016, and conflicting national standards shall be withdra

20、wn 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 requirements of EU Directive 2008/57/EC. For relationship with EU Directive 2008/57/EC, see informative Annex ZA,

21、 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 slee

22、pers; 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/CENELE

23、C 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Icel

24、and, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 5 Introduction This part of the EN 13230 series defines the specific re

25、quirements 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 a

26、nd the corresponding acceptance criteria. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 6 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

27、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, in whole or in part, are normatively referenced in this document and are indispensable for its application. For d

28、ated 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 bearer

29、s 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: 3.1.1 prestressed monoblock bearer bearer manufactured

30、 using pre-tensioned or post-tensioned tendons 3.1.2 characteristic positive bending moment Mk,pospositive bending moment at any position of the bearer 3.1.3 characteristic negative bending moment Mk,negnegative bending moment at any position of the bearer EN 13230-4:2016 (E) DIN EN 13230-4:2016-11

31、7 3.2 Symbols For the purposes of this document, the symbols listed in Table 1 apply. Table 1 Symbols Symbol Definition Units Fb0Positive initial reference test load kN Fb0nNegative initial reference test load kN FbrTest load which produces first crack at the bottom of the bearer kN FbrnTest load wh

32、ich produces first crack at the top of the bearer kN Fb0,05Maximum test load for which a crack width of 0,05 mm persists at the bottom of the bearer after removal of the load kN Fb0,05nMaximum test load for which a crack width of 0,05 mm persists at the top of the bearer after removal of the load kN

33、 FbBMaximum test load which cannot be increased when the bottom of the bearer is cracked kN FbBnMaximum test load which cannot be increased when the top of the bearer is cracked kN FbuLower test load for the fatigue test: Fbu= 0,25 Fb0kN kbImpact coefficient for positive static test kbnImpact coeffi

34、cient for negative static test kbBImpact coefficient for fatigue test ktFactor used for calculation of acceptance criteria for first crack formation in static tests 4 Special requirement 4.1 Characteristic bending moments The bearer shall be designed with positive and negative characteristic bending

35、 moment capacities with the objective of keeping it straight. 4.2 Positioning of fastening components An area of the concrete section shall be specified by the purchaser to be free from prestressing tendons for the location of fastening components. If required by the purchaser, the design of the bea

36、rer shall provide for the repair or replacement of the embedded fastening components. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 8 4.3 Tolerances 4.3.1 General The maximum tolerances specified in EN 13230-1:2016, 6.1 apply to concrete bearers. In case of early dimensional inspection of the concrete

37、element, the quality plan shall take into account further shortening of the element. Measurement of tolerances shall be checked not before 48 h after transfer of prestressing forces. 4.3.2 Tolerance of planeness The maximum deviation of the total rail seat or base plate area is as follows: planeness

38、: 1 mm; variation of planeness with regard to 2 points 150 mm apart: 0,5 mm. 4.3.3 Tolerances of fastening positioning The tolerances of the embedded fastening components positioning shall be measured in accordance with Figure 1. Figure 1 Measurement of tolerances on fastening components positioning

39、 Tolerance on dimensions A and D (on the same support area): 1,0 mm Tolerance on dimensions B and C (between two separate support areas): 1,5 mm Tolerance between the last cast-in component and the end of the bearer (E): 10 mm The tolerances specified above may be varied by the purchaser in case of

40、special requirements and shall be defined on the drawings submitted by the purchaser. These tolerances shall apply to all embedded components with either direct or indirect fastening system. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 9 4.3.4 Tolerance of vertical deviation from straight Figure 2 sho

41、ws the vertical deviation measurement. Key 1 rigid support 2 bearer 3 support (50 mm 50 mm section) across width of bearer 4 straight datum 5 support across width of bearer 6 top surface of bearer 7 vertical deviation measurement area 8 measurement base Figure 2 Vertical deviation measurement Vertic

42、al deviation in both directions is measured on a 3,6 m long base as on Figure 2. Alternative measurement methods can be proposed by the manufacturer and agreed with the purchaser. Bearers shorter than 4 m need not be checked. Maximum allowed deviation is 3 mm on a 3,6 m base. For bearer length above

43、 6 m, maximum allowed deviation is agreed between supplier and purchaser. 4.4 Distance from the end of the bearer to the nearest cast-in component The supplier defines the prestress anchoring area and special care to be taken into account for cast-in components near to the end of the bearer. 5 Produ

44、ct testing 5.1 General This section defines the testing regime and rules for acceptance of concrete bearers. The layouts of the test arrangements are defined in this section. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 10 5.2 Test arrangements The arrangement for the static and fatigue tests is shown

45、 in Figure 3. Key 1 rigid support 2 articulated support (see Annex A for details) 3 resilient pad (see Annex A for details) 4 bearer Figure 3 Test arrangement For the static test, the bearer shall be arranged as in Figure 3. For the fatigue test, the load Fb shall be applied at the centre section of

46、 the bearer. 5.3 Test procedures 5.3.1 Test loads Fb0and Fb0nare calculated from the geometry given in Figure 3 using Formula (1) and Formula (2): Fb0= ,0,35k posMin kN (1) Fb0n= ,0,35k ne gMin kN (2) EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 11 5.3.2 Static test The static test procedure is shown

47、in Figures 4 and 5 for the positive and negative bending moments. The maximum load applied is Fb0,05or FbBwhichever is reached first. Key 1 load 2 time 3 crack checking (maximum duration: 5 min) 4 120 kN/min maximum 5 from 10 s minimum to 5 min maximum A required part of test B optional part of test

48、 Figure 4 Static test procedure for design approval test EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 12 Key 1 load 2 time 3 crack checking (duration from 10s minimum to 5 min maximum) 4 120 kN/min maximum Figure 5 Static test procedure for the routine test Value of ktis adjusted according to the age

49、of bearer at the time of testing. EN 13230-4:2016 (E) DIN EN 13230-4:2016-11 13 5.3.3 Fatigue test The fatigue test procedure is shown in Figures 6 and 7. Key 1 load 2 time 3 frequency (f) between 2 Hz and 10 Hz (identical frequency maintained during duration of test) for 2 million cycles 4 increase of load at 120 kN/min NOTE First cycle as in Figure 4. Figure 6 Fatigue test procedure EN 13230-4:2016 (E) DIN EN 13230-4:2016-11