BS EN 13863-3-2004 Concrete pavements - Part 3 Test methods for the determination of the thickness of a concrete pavement from cores《混凝土路面 从中心测定混凝土路面厚度的试验方法》.pdf

《BS EN 13863-3-2004 Concrete pavements - Part 3 Test methods for the determination of the thickness of a concrete pavement from cores《混凝土路面 从中心测定混凝土路面厚度的试验方法》.pdf》由会员分享，可在线阅读，更多相关《BS EN 13863-3-2004 Concrete pavements - Part 3 Test methods for the determination of the thickness of a concrete pavement from cores《混凝土路面 从中心测定混凝土路面厚度的试验方法》.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Licensed Copy: Wang Bin, ISO/Exchange China Standards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIBRITISH STANDARD BS EN 13863-3:2004 Concrete pavements Part 3: Test methods for the determination of the thickness of a concrete pavement from cores The European Standard EN 13863-3:200

2、4 has the status of a British Standard ICS 93.080.20 Licensed Copy: Wang Bin, ISO/Exchange China Standards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIBS EN 13863-3:2004 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 5 Janua

3、ry 2005 BSI 5 January 2005 ISBN 0 580 45192 5 National foreword This British Standard is the official English language version of EN 13863-3:2004. The UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/3, Materials for concrete roads

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

5、the 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 applic

6、ation. 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 the UK interests informed; mon

7、itor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 5 and a back cover. The BSI copyright notice displayed in this document indicates when the document was las

8、t issued. Amendments issued since publication Amd. No. Date Comments Licensed Copy: Wang Bin, ISO/Exchange China Standards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN138633 November2004 ICS93.080.20 Englishversion ConcretepavementsPa

9、rt3:Testmethodsforthe determinationofthethicknessofaconcretepavementfrom cores RevtementsenbtonPartie3:Mthodesdessaipourla dterminationdelpaisseurdunechaussebtonpartir decarottes FahrbahnbefestigungenausBetonTeil3:Prfverfahren zurDickenbestimmungeinerFahrbahnbefestigungaus BetonausBohrkernen ThisEur

10、opeanStandardwasapprovedbyCENon2September2004. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobta

11、inedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusast heofficial version

12、s. CENmembersarethenationalstandardsbodiesofAustria,Belgium,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France, Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal, Slovakia, Slovenia,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOM

13、MITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2004CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN138633:2004:E Licensed Copy: Wang Bin, ISO/Exchange China Standards I

14、nformation Centre, 06 April 2005, Uncontrolled Copy, (c) BSIEN 13863-3:2004 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Apparatus .4 3.1 General4 3.2 Measuring equipment4 4 Test specimens4 5 Procedure .5 6 Results 5 7 Test report 5 Licensed Copy: Wang Bin, ISO/Exchange China S

15、tandards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIEN 13863-3:2004 (E) 3 Foreword This document (EN 13863-3:2004) 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 na

16、tional standard, either by publication of an identical text or by endorsement, at the latest by May 2005, and conflicting national standards shall be withdrawn at the latest by May 2005. This European Standard is one of a series concerned with test methods for the functional requirements for concret

17、e 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 between two layers. EN 13863-3, Concrete pavements Part 3: Test methods

18、 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. No European Standard is superseded. According to the CEN/CENELEC Internal Regulations, the n

19、ational standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,

20、 Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: Wang Bin, ISO/Exchange China Standards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIEN 13863-3:2004 (E) 4 1 Scope This document describes a method for determination of the thickness of a conc

21、rete pavement by measurements of cores taken from the full depth of the pavement. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the

22、referenced document (including any amendments) applies. EN 12504-1, Testing concrete in structures Part 1: Cored specimens Testing, examining and testing in compression. 3 Apparatus 3.1 General Coring equipment capable of extracting cores from hardened concrete to the dimensions given in Clause 4 an

23、d in accordance with EN 12504-1. The measurement obtained by any one of the permitted procedures shall have an accuracy of 0,5 mm. The measuring apparatus used shall comply in accordance with specifications in the place of use. 3.2 Measuring equipment One of the following pieces of equipment shall b

24、e used to measure the dimensions of test cores: metal rule or tape, calliper gauge, approved suitable jig or other device in accordance with specifications in the place of use. 4 Test specimens Cores used as test specimens for thickness measurements shall be representative of the area of concrete in

25、 the pavement from which they are taken. Cores shall be taken with the axis normal to the surface of the pavement and the ends shall be characteristic of the upper and lower surfaces of the pavement. Cores that show abnormal defects or that have been damaged appreciably in the coring operation (for

26、example, cores that are fragmented, split or curved) shall not be used. NOTE 1 The recommended diameter of the cores is 100 mm or 150 mm. NOTE 2 To prevent undue damage to the pavement surface, cores should not be extracted at points where high stresses can occur such as corners of slabs and not wit

27、hin 0,5 m of any joint. The ideal locations for taking cores are between the quarter points along a slab in a jointed pavement, and between two consecutive transverse cracks in a Continuously Reinforced Concrete Pavement and a Continuously Reinforced Concrete Roadbase. NOTE 3 When taking cores to ch

28、eck for compliance with the design the positions for cutting the cores should be agreed in advance by the relevant parties. Licensed Copy: Wang Bin, ISO/Exchange China Standards Information Centre, 06 April 2005, Uncontrolled Copy, (c) BSIEN 13863-3:2004 (E) 5 5 Procedure Measurements on cores shall

29、 be made between the upper and lower surfaces, or between well defined construction demarcation lines in cases where layers of other materials are bonded to the concrete, using the apparatus specified in Clause 3. Measurements should be made, either with the core standing firmly on its top end and i

30、n a vertical position, approximately perpendicular to the upper plane of the core, or with the core laid on a level surface in a horizontal position and rolled as necessary to permit the taking of all measurements. The length of the core shall be measured at four points evenly spaced around the circ

31、umference of the core. The positions of these measurements shall be clearly marked on the core. The measurements shall be determined to the nearest 1 mm. The average of these four measurements shall be the length of the core. NOTE Exceptionally, where cores are damaged, measurements to determine the

32、 pavement thickness can usually be made from measurements on the side of a cored hole. This situation can arise, for example, when concrete with a low strength is used, especially in a multi-layer construction with a weak bond between layers; in these circumstances cores may fragment during coring.

33、6 Results The thickness of the concrete pavement shall be taken as the average length of the core determined by the procedure in Clause 5. The measurement shall be reported to the nearest 1 mm. 7 Test report The test report shall contain the following information: a) reference to this document; b) u

34、nambiguous identification of the cores; c) dates of receipt and testing of specimens; d) details of the measurement apparatus used; e) the individual measurements and the average value for the core; f) any deviation from this document. Licensed Copy: Wang Bin, ISO/Exchange China Standards Informatio

35、n Centre, 06 April 2005, Uncontrolled Copy, (c) BSIBS EN 13863-3:2004 BSI 389 Chiswick High Road London W4 4AL BSI British Standards Institution BSI is the independent national body responsible for preparing British Standards. It presents the UK view on standards in Europe and at the international l

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