BS EN 13863-4-2012 Concrete pavements Test methods for the determination of wear resistance of concrete pavements to studded tyres《混凝土路面 测定混凝土路面对镶钉轮胎耐磨性的试验方法》.pdf

《BS EN 13863-4-2012 Concrete pavements Test methods for the determination of wear resistance of concrete pavements to studded tyres《混凝土路面 测定混凝土路面对镶钉轮胎耐磨性的试验方法》.pdf》由会员分享，可在线阅读，更多相关《BS EN 13863-4-2012 Concrete pavements Test methods for the determination of wear resistance of concrete pavements to studded tyres《混凝土路面 测定混凝土路面对镶钉轮胎耐磨性的试验方法》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13863-4:2012Concrete pavementsPart 4: Test methods for the determinationof wear resistance of concrete pavementsto studded tyresBS EN 13863-4:2012 BRITISH STANDARDNational

2、forewordThis British Standard is the UK implementation of EN 13863-4:2012.It supersedes BS EN 13863-4:2004 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/510/3, Materials for concrete roads.A list of organizations represented on this committee can be

3、obtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2012. Published by BSI StandardsLimited 2012 ISBN 978 0 580 75911 6 ICS 93.080.20 Complianc

4、e with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 August 2012. Amendments issued since publicationDate T e x t a f f e c t e dBS EN 13863-4:2012EUROPEAN STANDARD NORME EUR

5、OPENNE EUROPISCHE NORM EN 13863-4 April 2012 ICS 93.080.20 Supersedes EN 13863-4:2004English Version Concrete pavements - Part 4: Test methods for the determination of wear resistance of concrete pavements to studded tyres Revtements en bton - Partie 4: Mthodes dessai pour la dtermination de la rsis

6、tance lusure par abrasion provoque par les pneus crampons des revtements en bton Fahrbahnbefestigungen aus Beton - Teil 4: Prfverfahren zur Bestimmung des Widerstandes gegen Verschlei durch Spikereifen von Fahrbahnbefestigungen aus Beton This European Standard was approved by CEN on 9 March 2012. CE

7、N 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 alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on app

8、lication 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 translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC M

9、anagement 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, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Net

10、herlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exp

11、loitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13863-4:2012: EBS EN 13863-4:2012EN 13863-4:2012 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Test specimen 44 Test equipment 45 Preparation of samples .66 Procedure .67 Report .8Bibli

12、ography 9BS EN 13863-4:2012EN 13863-4:2012 (E) 3 Foreword This document (EN 13863-4:2012) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of a

13、n identical text or by endorsement, at the latest by October 2012, and conflicting national standards shall be withdrawn at the latest by October 2012. 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 b

14、e held responsible for identifying any or all such patent rights. This document supersedes EN 13863-4:2004. In comparison with the previous version of the Standard published in 2004, the configuration of the test equipment is now more precisely described. This European Standard is one of a series co

15、ncerned with test methods for the functional requirements for concrete pavements: EN 13863-1, Concrete pavements Part 1: Test method for the determination of the thickness of a concrete pavement by survey method; EN 13863-2, Concrete pavements Part 2: Test method for the determination of the bond be

16、tween two layers; EN 13863-3, Concrete pavements Part 3: Test methods for the determination of the thickness of a concrete pavement from cores; EN 13863-4, Concrete pavements Part 4: Test methods for the determination of wear resistance of concrete pavements to studded tyres. According to the CEN/CE

17、NELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithua

18、nia, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13863-4:2012EN 13863-4:2012 (E) 4 1 Scope This European Standard describes a test method for the determination of the wear resistance to studde

19、d tyres of specimens either cut from hardened concrete pavements or moulded in laboratory. NOTE The test method is applicable for the finished concrete (end product testing) and not only for the aggregate as described in EN 1097-9. In the report from Swedish Road and Transport Research Institute (19

20、96), Ring Analysis of Nordic Road Simulators: Proposal for a common test method for the determination of the wear resistance of concrete pavements, more information of the methods precision is given (see Bibliography). Three different configurations of the test equipment are considered in this docum

21、ent, one using truck-wheels and the other two using car-wheels. 2 Normative references The following documents, in 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, th

22、e latest edition of the referenced document (including any amendments) applies. EN 196-6, Methods of testing cement Part 6: Determination of fineness EN 197-1, Cement Part 1: Composition, specifications and conformity criteria of common cements EN 1097-9, Tests for mechanical and physical properties

23、 of aggregate Part 9: Determination of the resistance to wear by abrasion from studded tyres Nordic test EN 12504-1, Testing concrete in structures Part 1: Cored specimens Testing, examining and testing in compression 3 Test specimen The sample shall consist of at least two specimens. Specimens shal

24、l conform to the dimensions in Table 1 according to road testing machines used. Table 1 Dimension of specimens Method Thickness mm Width mm Edge-length mm Method 1 aTrapezoid specimens 250 900 L1= 1 340 L2= 1 810 Method 2 aHalf trapezoid specimens 40 480 L1= 580 L2= 680 Method 3 aSegment 90 300 1 76

25、0 (middle line length) a See example of road testing machines in the paper referred to in Bibliography. 4 Test equipment Measuring apparatus to determine depth of rut shall have an accuracy 0,1 mm. BS EN 13863-4:2012EN 13863-4:2012 (E) 5 The test configuration for methods 1, 2 and 3 shall be in acco

26、rdance with Tables 2, 3 and 4, respectively. Table 2 Test configuration for method 1 Specification Value Diameter of testing machine 6 m Wheel load 2,5 t Contact pressure 0,7 MPa Speed 60 km/h Four truck-wheels with studs 400 pieces, 12/17 g, on each wheel Air-temperature in room +10 C to +25 C Tabl

27、e 3 Test configuration for method 2 Specification Value Diameter of testing machine 5,25 m Wheel load 0,45 t Contact pressure 0,2 MPa Speed 85 km/h Four car-wheels with studs 185/70 R14 110 pieces, 1,8 g, on each wheel Air-temperature in room 0 C to +10 C Table 4 Test configuration for method 3 Spec

28、ification Value Diameter of testing machine 3,36 m Wheel load 0,40 t Contact pressure 0,22 MPa Speed 31 km/h Four car-wheels with studs 165/82 R13 90 pieces, 1,8 g kometa P8-110/1,8, or similar, on each wheel Air-temperature in room 0 C to +10 C Two reference segments shall always be used in every w

29、ear test. The segments shall conform to the specifications in Table 5. BS EN 13863-4:2012EN 13863-4:2012 (E) 6 Table 5 Material specification of the reference segment Binder Cement 390,0 kg/m3Binder Silica fume 15,0 kg/m3Sand 0 mm to 4 mm 797,5 kg/m3Crushed aggregate 8 mm to 12 mm 582,0 kg/m3Crushed

30、 aggregate 12 mm to 16 mm 582,0 kg/m3Water to (cement + silica) 0,40 Slump 20 mm to 60 mm Material 4 mm 32 % to 25 % Fineness modulus FM 5,5 Compressive strength (85 2) MN/m2Sand shall be of an uncrushed type. Crushed aggregate shall have a Nordic abrasion value between 7 and 8 (for sieve 12 mm to 1

31、6 mm) in accordance with EN 1097-9. Cement shall be of type CEM I 52,5 LA in accordance with EN 197-1, the Blaine value shall be between 3 400 cm2/g to 3 800 cm2/g in accordance with EN 196-6. Compressive strength value shall be based on EN 12504-1. Aggregate shall have an even grading curve. 5 Prep

32、aration of samples Elements taken from the concrete pavements shall have an age corresponding to (10 2) weeks at a temperature of + 20 C when testing, or as specified in place of use. Elements shall be stored in the same way as for moulded specimens. The surface shall be trowelled. Moulded specimens

33、 shall first be moist cured for 2 days, remaining curing time of moulded specimens shall be at (+ 20 2) C, (50 10) % RH. Moulded specimens shall be (10 2) weeks old when testing. 6 Procedure Install the concrete elements in the road testing-machine (methods 1, 2 or 3), and perform a zero drive. The

34、road testing-machine shall be driven in 1 000 revolutions and the zero measurement taken. Testing sequence shall be carried out in accordance with Table 6 (methods 1 and 2) and Table 7 (method 3). BS EN 13863-4:2012EN 13863-4:2012 (E) 7 Table 6 Testing sequence for methods 1 and 2 Testing sequence T

35、ype of wear Method 1 Method 2 1. Number of revolutions dry 10 000 a30 000 a2. Number of revolutions dry 10 000 30 000 3. Number of revolutions wet 10 000 30 000 4. Number of revolutions dry 10 000 30 000 5. Number of revolutions wet 10 000 30 000 6. Number of revolutions dry 10 000 30 000 7. Number

36、of revolutions wet 10 000 30 000 Total 70 000 210 000 a Initial wear. Table 7 Testing sequence for method 3 Testing sequence Type of wear Method 3 1. Number of revolutions wet 30 000 a2. Number of revolutions wet 30 000 3. Number of revolutions dry 60 000 4. Number of revolutions wet 120 000 5. Numb

37、er of revolutions dry 120 000 6. Number of revolutions wet 180 000 7. Number of revolutions dry 180 000 Total 750 000 a Initial wear. The depth of wear shall be measured for each testing sequence. The wear profile shall be measured at least in eight points across the wear track. The result from the

38、test shall be presented in Relative Wear Index (RWI). The Relative Wear Index shall be calculated accordingly to Formula (1). RWI = 100rSS(1) where RWI is the Relative Wear Index; S is the total wear of testing specimens (with initial wear), in millimetres (mm); Sris the total wear of reference spec

39、imens (with initial wear), in millimetres (mm). The RWI value shall be expressed as a whole number. Initial wear shall be presented in mm. Initial wear shall be measured after the first testing sequence. BS EN 13863-4:2012EN 13863-4:2012 (E) 8 For method 1 and method 2, calculate SPSvin accordance w

40、ith Formula (2). SPSv= (0,8 St+ 0,2 Sv) Kw(2) where SPSvis the relative concrete wear in relation to reference segment; Stis the total dry wear (without initial wear), in millimetres (mm); Svis the total wet wear (without initial wear), in millimetres (mm); Kwis the wheel constant according to refer

41、ence segment (without initial wear). Kw= )refv,reft,2,08,09SS +(without initial wear) (3) where St,ref is the total dry wear (without initial wear) for reference segment, in millimetres (mm); Sv,ref is the total wet wear (without initial wear) for reference segment, in millimetres (mm). 7 Report The

42、 test report shall include at least the following information: a) reference to this document; b) name and address of the testing laboratory; c) date and identification symbols of the report; d) test method used (number); e) name and address of the person or institution who ordered the test; f) name

43、of the person performing the test; g) name and address of the manufacturer of the concrete; h) identification symbols, composition and age; i) date when the test was performed; j) test results in RWI, and the SPSvvalue for methods 1 and 2 shall also be submitted; k) initial wear in millimetre (mm);

44、l) the result in the form of diagram with mean value of wear, in millimetres (mm), on the vertical axis and revolutions on the horizontal axis. Wear result after each testing sequence shall be presented; m) any deviation from this document. BS EN 13863-4:2012EN 13863-4:2012 (E) 9 Bibliography 1 Swed

45、ish Road and Transport Research Institute, Ring Analysis of Nordic Road Simulators: Proposal for a common test method for the determination of the wear resistance of concrete pavements, no 774A-1996, Linkping Sweden, ISSN 0347-6049. This page deliberately left blankThis page deliberately left blankB

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