BS EN 13481-8-2006 Railway applications - Track - Performance requirements for fastening systems - Fastening systems for track with heavy axle loads《轨道交通 轨道 紧固系统的性能要求 重轴荷载的轨道紧固系统》.pdf

1、BRITISH STANDARDBS EN13481-8:2006Railway applications Track Performance requirements for fastening systems Part 8: Fastening systems for track with heavy axle loadsThe European Standard EN 13481-8:2006 has the status of a British StandardICS 93.100g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55

2、g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIBS EN 13481-8:2006This British Standard was published under the aut

3、hority of the Standards Policy and Strategy Committee on 31 May 2006 BSI 2006ISBN 0 580 48306 1National forewordThis British Standard is the official English language version of EN 13481-8:2006.The UK participation in its preparation was entrusted to Technical Committee RAE/2, Railway track componen

4、ts, which has the responsibility to: A list of organizations represented on this committee can be obtained on request to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the

5、 section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct applicatio

6、n. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor rel

7、ated international and European developments and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, the EN title page, pages 2 to 12, an inside back cover and a back cover.The BSI copyright notice displayed in this document indicates when the docu

8、ment was last issued.Amendments issued since publicationAmd. No. Date CommentsLicensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13481-8April 2006ICS 93.100English VersionRailway applications - Track - Performance re

9、quirements forfastening systems - Part 8: Fastening systems for track withheavy axle loadsApplications ferroviaires - Voie - Prescriptions deperformance pour les systmes de fixation - Partie 8:Systmes de fixation des voies pour des charges lessieulourdesBahnanwendungen - Oberbau - Leistungsanforderu

10、ngen frSchienenbefestigungssysteme - Teil 8:Befestigungssysteme fr Strecken mit hohenRadsatzlastenThis European Standard was approved by CEN on 6 February 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard th

11、e status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German).

12、 A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, E

13、stonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPI

14、SCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13481-8:2006: ELicensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIE

15、N 13481-8:2006 (E) 2 Contents Page Foreword 3 Introduction4 1 Scope .5 2 Normative references .5 3 Terms and definitions.6 4 Symbols and abbreviations6 5 Requirements 6 5.1 Longitudinal rail restraint.6 5.2 Torsional resistance .6 5.3 Attenuation of impact loads.6 5.4 Effect of repeated loading 6 5.

16、5 Electrical resistance of fastening system and sleeper 9 5.6 Effect of exposure to severe environmental conditions 9 5.7 Dimensions9 5.8 Effect of fastening system tolerances on track gauge.9 5.9 Clamping force10 5.10 Cast-in fastening components.10 5.11 In-service testing.10 6 Test specimens .11 7

17、 Classification.11 8 Fitness for purpose.11 9 Marking, labelling and packaging11 Bibliography.12 Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIEN 13481-8:2006 (E) 3 Foreword This European Standard (EN 13481-8:2006) has been prepared by Technical Committee CEN/T

18、C 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 October 2006, and conflicting national standards shall be withdrawn at the la

19、test by October 2006. This European Standard is one of the series EN 13481 Railway applications Track Performance requirements for fastening systems which consists of the following parts. Part 1: Definitions Part 2: Fastening systems for concrete sleepers Part 3: Fastening systems for wood sleepers

20、Part 4: Fastening systems for steel sleepers Part 5: Fastening systems for slab track Part 6: Special fastening systems for attenuation of vibration Part 7: Special fastening systems for switches and crossings and check rails Part 8: Fastening systems for track with heavy axle loads These are suppor

21、ted by the test methods in the series EN 13146 Railway applications Track Test methods for fastening systems. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Cz

22、ech 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 United Kingdom. Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:2

23、3 BST 2006, Uncontrolled Copy, (c) BSIEN 13481-8:2006 (E) 4 Introduction Axle loads of up to 310 kN are in use on some European railways but the scope of EN 13481 Parts 2 to 7 has a maximum of 260 kN axle loads. This European Standard includes requirements for fastening systems for use on concrete,

24、wood and steel sleepers in ballasted track carrying axle loads up to 350 kN and in track where the minimum radius of curvature on main lines is less than the minimum in EN 13481 Parts 2 to 4. Tracks with high axle loads and small radius curves require heavy duty fastening systems complying with the

25、requirements of this European Standard. Heavy duty fastening systems are also recommended for use in the following conditions. tracks carrying a high proportion of axle loads in the range 225 kN to 260 kN; main line tracks with fastening systems incorporating medium or hard pads with minimum curve r

26、adii in the range 80 m to 150 m; main line tracks with fastening systems incorporating soft pads, where a significant proportion of trains with axle loads in the range 200 kN to 260 kN travel with high cant excess. A class of high attenuation of dynamic loading is included for use when it is necessa

27、ry to protect concrete sleepers from vehicle induced impacts. The laboratory test for the effect of repeated loading is the means of assessing potential long-term performance of the fastening in track. The test for clamping force is only suitable for laboratory use. Licensed Copy: Wang Bin, na, Mon

28、Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIEN 13481-8:2006 (E) 5 1 Scope This European Standard is applicable to fastening systems for use on concrete, wood and steel sleepers in main line ballasted track having a radius of curvature greater than 80 m and subject to a maximum design axle lo

29、ad of 350 kN. The requirements apply to: direct and indirect fastening systems; fastening systems for the rail sections in EN 13674-1 and EN 13674-4. This European Standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bo

30、lted joints. This European Standard is for type approval of a complete fastening assembly only. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the

31、 latest edition of the referenced document (including any amendments) applies. EN 13146-1, Railway applications Track Test methods for fastening systems Part 1: Determination of longitudinal rail restraint EN 13146-2, Railway applications Track Test methods for fastening systems Part 2: Determinatio

32、n of torsional resistance EN 13146-3, Railway applications Track Test methods for fastening systems Part 3: Determination of attenuation of impact loads EN 13146-4, Railway applications Track Test methods for fastening systems Part 4: Effect of repeated loading EN 13146-5, Railway applications Track

33、 Test methods for fastening systems Part 5: Determination of electrical resistance EN 13146-6, Railway applications Track Test methods for fastening systems Part 6: Effect of severe environmental conditions EN 13146-7, Railway applications Track Test methods for fastening systems Part 7: Determinati

34、on of clamping force EN 13146-8, Railway applications Track Test methods for fastening systems Part 8: In service testing EN 13481-1:2002, Railway applications Track Performance requirements for fastening systems Part 1: Definitions EN 13481-2:2002, Railway applications Track Performance requirement

35、s for fastening systems Part 2: Fastening systems for concrete sleepers EN 13481-3:2002, Railway applications Track Performance requirements for fastening systems Part 3: Fastening systems for wood sleepers Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIEN 13481

36、-8:2006 (E) 6 EN 13481-4:2002, Railway applications Track Performance requirements for fastening systems Part 4: Fastening systems for steel sleepers EN 13481-5:2002, Railway applications Track Performance requirements for fastening systems Part 5: Fastening systems for slab track EN 13674-1, Railwa

37、y applications Track Rail Part 1: Vignole railway rails 46 kg/m and above EN 13674-4, Railway applications Track Rail Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m 3 Terms and definitions For the purposes of this European Standard, the terms and definitions given in EN 13481-1

38、:2002 apply. 4 Symbols and abbreviations For the purposes of this European Standard, the symbols given in EN 13481-2:2002 apply. 5 Requirements 5.1 Longitudinal rail restraint The longitudinal rail restraint shall be not less than 9 kN when measured by the procedure in EN 13146-1. When necessitated

39、by the design of the supporting structure, and subject to agreement between the purchaser and manufacturer, the minimum requirement for longitudinal restraint may be reduced. 5.2 Torsional resistance The torsional resistance shall be measured by the procedure in EN 13146-2 and the result reported. 5

40、.3 Attenuation of impact loads For fastening systems for concrete sleepers described as having medium or high attenuation of dynamic loads this shall be measured by the procedure in EN 13146-3 using the type of sleeper (monoblock or two block) on which the fastening is to be used. The result shall c

41、omply with the following limits: medium attenuation 15 % 30 %; high attenuation 30 %. 5.4 Effect of repeated loading This shall be determined by the procedure in EN 13146-4. Test loads for the track type specified in Table 1 shall be in accordance with Table 2. The value of Pv/cos shall be obtained

42、from Table 2 for the assembly design under test. The values in Table 2 have been derived for the track class shown in Table 1. Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontrolled Copy, (c) BSIEN 13481-8:2006 (E) 7 Table 1 Reference values for testing the effect of repeated loadin

43、g Rail section 60E1 Axle load in kN 300 Curve radius in m 200 NOTE The values in this table are reference values only. See Clause 7. Pads shall be classified as follows when the dynamic stiffness is measured in accordance with EN 13481-2:2002, Annex B: Soft dynamic stiffness 100 MN/m; Medium dynamic

44、 stiffness 100 MN/m 200 MN/m; Hard dynamic stiffness 200 MN/m. Table 2 Test loads and positions Pad/assembly dynamic stiffness ain MN/m 100 100 200 200 Maximum load bPV/cos in kN 100 100 108 L/V 0,85 0,85 0,85 40 40 40Load position X in Figure 1 in mm 75 75 75 aThe pad dynamic stiffness shall measur

45、ed in accordance with EN 13481-2:2002, Annex B. Assembly dynamic stiffness shall measured in accordance with EN 13481-5:2002, Annex B. bThe test loads apply only to rail sections included in EN 13674-1 and EN 13674-4 excluding 49E4. Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BST 2006, Uncontro

46、lled Copy, (c) BSIEN 13481-8:2006 (E) 8 Key 1 line of load application 2 centre of gauge corner radius Figure 1 Load application position For fastening systems for concrete sleepers, which incorporate a second resilient layer or other elastic components, additional to the rail pad, the assembly stif

47、fness shall be used in Table 2. In other cases the pad stiffness shall be used. The measurements in Table 3 shall be performed before and after repeated loading. The change in performance shall not exceed the values in Table 3. Table 3 Tests before and after repeated loading Measurement Test procedu

48、re Fastening for (type of sleeper) Maximum change Longitudinal rail restraint EN 13146-1 Concrete, wood, steel 20 % aVertical stiffness EN 13146-4 Concrete 25 % bVertical stiffness EN 13146-4 Wood, steel 25 % a cClamping force EN 13146-7 Concrete, wood, steel 20 % aaFor steel sleepers, the test resu

49、lt is only valid for the section and the steel thickness of the sleeper used for the test. bFor fastening systems with medium or high impact attenuation only. No requirement for other fastening systems. cFor fastening systems incorporating pads classified as soft or medium in relation to dynamic stiffness. No requirement for other fastening systems. Licensed Copy: Wang Bin, na, Mon Jul 31 08:51:23 BS