BS EN 13894-1-2003 Products and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - During cure《混凝土结构的保护和.pdf

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1、BRITISH STANDARD BS EN 13894-1:2003 Products and systems for the protection and repair of concrete structures Test methods Determination of fatigue under dynamic loading Part 1: During cure The European Standard EN 13894-1:2003 has the status of a British Standard ICS 91.080.40 BS EN 13894-1:2003 Th

2、is British Standard, was published under the authority of the Standards Policy and Strategy Committee on 23 December 2003 BSI 23 December 2003 ISBN 0 580 43152 5 National foreword This British Standard is the official English language version of EN 13894-1:2003. The UK participation in its preparati

3、on was entrusted by Technical Committee B/517, Concrete, to Subcommittee B/517/8, Protection and repair of concrete structures, 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 Standard

4、s which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This pu

5、blication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible internat

6、ional/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor 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 titl

7、e page, pages 2 to 8, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN138941 October2003 ICS91.080.40 Eng

8、lishversion Productsandsystemsfortheprotectionandrepairofconcrete structuresTestmethodsDeterminationoffatigueunder dynamicloadingPart1:Duringcure Produitsetsystmesdeprotectionetderparationdes structuresenbtonMthodesdessaiDterminationde lafatiguesouschargedynamiquePartie1:Pendantle durcissement Produ

9、kteundSystemefrdenSchutzunddie InstandsetzungvonBetontragwerkenPrfverfahren BestimmungderDauerschwingfestigkeitunterdynamischer BelastungTeil1:WhrenddesAushrten ThisEuropeanStandardwasapprovedbyCENon10July2003. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatethecondition

10、sforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheManagementCentreortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversio

11、ninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheManagementCentrehasthesamestatusasthe official versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Hungary,Iceland,Ireland,Ita

12、ly,Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandUn ited Kingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2003CEN Allrightsofexploitationinanyformandbyanymeansreserve

13、d worldwideforCENnationalMembers. Ref.No.EN138941:2003EEN138941:2003(E) 2 Contents page Foreword3 1 Scope 4 2 Normativereferences 4 3 Principle4 4 Equipment.4 5 Procedure .4 5.1 Preparationoftestpieces .4 5.2 Numberoftestspecimens 4 5.3 Testing 5 5.4 Failuremode .5 5.5 Failurestrengthratio .5 6 Test

14、report . .6EN138941:2003(E) 3 Foreword Thisdocument(EN138941:2003)hasbeenpreparedbyTechnicalCommitteeCEN/TC104“Concreteand relatedproducts”,thesecretariatofwhichisheldbyDIN. IthasbeenpreparedbySubCommittee8“Productsandsystemsfortheprotectionandrepairofconcrete structures”(Secretariat,AFNOR). ThisEur

15、opeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationofanidentical textorbyendorsement,atthelatestbyMay2004,andconflictingnationalstandardsshallbewithdrawnatthe latestbyMay2004. AccordingtotheCEN/CENELECInternalRegulations,thenationalstandardsorganizationsofthefollowing countries

16、areboundtoimplementthisEuropeanStandard:Austria,Belgium,CzechRepublic,Denmark, Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Netherlands, Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandtheUnitedKingdom.EN138941:2003(E) 4 1Scope ThisPartofthisEuropeanStandardspecif

17、iesalaboratorymethodoftestingtoascertainhowdynamicloading affectsstrengthdevelopmentofstructuralbondingagentsduringcuring. 2 Normativereferences ThisEuropeanStandardincorporatesbydatedorundatedreference,provisionsfromotherpublications. Thesenormativereferencesarecitedattheappropriateplacesinthetext,

18、andthepublicationsarelisted hereafter.Fordatedreferences,subsequentamendmentstoorrevisionsofanyofthesepublicationsapplyto thisEuropeanStandardonlywhenincorporatedinitbyamendmentorrevision.Forundatedreferencesthe latesteditionofthepublicationreferredtoapplies(includingamendments). ENISO85011:2001,Pre

19、parationofsteelsubstratesbeforeapplicationofpaintsandrelatedproducts VisualassessmentofsurfacecleanlinessPart1:Rustgradesandpreparationgradesofuncoatedsteel substratesandofsteelsubstratesafteroverallremovalofpreviouscoatings(ISO85011:1988). 3Principle ThisPartofthisEuropeanStandardusesathickadherent

20、sheartestspecimenasshowninfigure1.Thetest isperformedbyapplyingadynamictensileforcealongthelongitudinalaxisofthespecimenduringcuringof theadhesive.Oncetheadhesiveiscuredthebondedjointistestedtofailureintensionanditsfailureload comparedwiththatofanunvibratedcontrolspecimen. 4Equipment 4.1 Steeladhere

21、ntsandloadingplateasshowninfigures1and2. 4.2 Gritblastingequipment. 4.3 Atensiontestingmachineofminimum10kNcapacitycapableofapplyingloadcycleswithafrequency of2Hzwithstraincontrol,atastrainof150 m/m. 4.4 Atensiontestingmachinecapableofapplyingstaticloadsofupto10kNtoanaccuracyof 0,1kN. 5Procedure 5.1

22、 Preparationoftestpieces Thebondingsurfacesofthesteeladherentsshallbedegreasedusingasuitabledegreasingagentandthen gritblastedtogradeSA21/2ofENISO85011:2001.Thesteelsurfaceshallthenbevacuumedtoremove anydustandPVCtapeappliedtothefourbuttingsurfacesoftheadherentsinordertopreventanytensile bonding.Wit

23、hin24h,mixtheadhesiveinaccordancewiththemanufacturersinstructionsandapplytoeach ofthepreparedbondingsurfacessuchthatwhentheyarebroughttogetheragluelinethicknessof(1,0 0,1) mmisachieved. 5.2 Numberoftestspecimens Thethickadherentsheartestspecimensaretobetestedinpairs,usingaloadingplateasshowninfigure

24、2. Threepairsofthickadherentsheartestspecimensaretobecuredunderdynamicload,andafurtherthree pairsofthickadherentsheartestspecimens,actingascontrols,aretobecuredwhilststationary.EN138941:2003(E) 5 5.3Testing Aftertheadhesivehasbeenappliedtothebondingsurfacesoftheadherentstheyshallimmediatelybebolted

25、securelytotheloadingplateasshowninfigure2.Theloadingplateisthencycledbetweenstrainsof 20 m/mand170 m/matafrequencyof(2 0,1)Hzusingasinewavefunctioncommencing20minafter completionofmixingoftheadhesiveandcontinuedfor48hours,whilsttheadhesivecures.Followinga furtherfivedaysofcuringwhilststationary,thet

26、hickadherentsheartestspecimensshallberemovedfromthe loadingplateandthentestedintensionatarateof1mm/mintodeterminethefailureloadreadingto0,1kNof eachjoint.Thecontrolspecimensaretobecuredstationaryintheloadingplateatzerostrainforsevendays priortotestingintension.Allcuringandtestingistobeconductedat(21

27、 2)C,carebeingtakentoensure thatthedynamicloadingapparatusdoesnotraisethetemperatureabovethislimit. 5.4 Failuremode Recordthefailuremodeforeachspecimenasoneofthefollowingtwotypes: TypeA:cohesionfailurewithintheadhesive; TypeB:adhesionfailureatoneoftheinterfaces. Ifthereisamixofthesefailuremodesmakea

28、visualassessmenttodeterminethesurfaceareapercentage foreachtypeoffailureandexpressthisasaratio,forexample: A:B=70:30 5.5 Failurestrengthratio Calculatethefailurestrengthforeachspecimenbydividingthefailureloadbythebondedarea(225mm 2 ). Hence,calculatethefailurestrengthratiobydividingthemeanfailurestr

29、engthforall6specimens(3pairs) subjectedtocyclicstrainingbythemeanfailurestrengthforall6specimens(3pairs)notsubjectedtocyclic straining.EN138941:2003(E) 6 6 Testreport Thetestreportshallincludethefollowinginformation: a) referencetothistestmethodstandard; b) nameandaddressofthetestlaboratory; c) iden

30、tificationnumberanddateofthetestreport; d) nameandaddressofthemanufacturerorsupplieroftheproduct; e) nameandidentificationmarksorbatchnumberoftheproduct; f) dateofsupplyoftheproduct; g) dateofpreparationofthetestspecimensandanydeviationfromtheprescribedmethodofpreparation; h) conditionsofstorageofpr

31、eparedtestspecimenspriortotest; i) dateoftest; j) thefailureloadofeachsample; k) thefailuremodeofeachsample; l) thefailurestrengthratio.EN138941:2003(E) 7 Key 1 ClearanceholeforM12threadedbar 2 Adhesivelayer 3 25mm 12mmsteelbar 4 PVCtapeonfourbuttingsurfaces Figure1Thickadherentsheartestspecimen 4 4

32、 DimensionsinmillimetresEN138941:2003(E) 8 0.1 Dimensionsinmillimetres Key 1 50mmx12mmsteelbarasloadingplate 2 M12threadedbarinthreadedholeinloadingplatesecuredby4 10mmdeepM12nutswithalengthof10mm 3 Electricalresistancestraingaugeprovidingstraincontroltotestmachine 4 Thickadherentsheartestspecimens

33、5 Gaugelengthforstraincalibrationof thickadherentsheartest specimenwithhardenedadhesive Figure2AssemblyforCyclicStrainingSpecimens 100 0.1blankBS EN 13894-1:2003 BSI 389 Chiswick High Road London W4 4AL BSI British Standards Institution BSI is the independent national body responsible for preparing

34、British Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter. Revisions British Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the latest amendments or editions. It

35、 is the constant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which can be found on the inside fro

36、nt cover. Tel: +44 (0)20 8996 9000. Fax: +44 (0)20 8996 7400. BSI offers members an individual updating service called PLUS which ensures that subscribers automatically receive the latest editions of standards. Buying standards Orders for all BSI, international and foreign standards publications sho

37、uld be addressed to Customer Services. Tel: +44 (0)20 8996 9001. Fax: +44 (0)20 8996 7001. Email: ordersbsi-. Standards are also available from the BSI website at http:/www.bsi-. In response to orders for international standards, it is BSI policy to supply the BSI implementation of those that have b

38、een published as British Standards, unless otherwise requested. Information on standards BSI provides a wide range of information on national, European and international standards through its Library and its Technical Help to Exporters Service. Various BSI electronic information services are also av

39、ailable which give details on all its products and services. Contact the Information Centre. Tel: +44 (0)20 8996 7111. Fax: +44 (0)20 8996 7048. Email: infobsi-. Subscribing members of BSI are kept up to date with standards developments and receive substantial discounts on the purchase price of stan

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41、BSI is available on the BSI website at http:/www.bsi-. Copyright Copyright subsists in all BSI publications. BSI also holds the copyright, in the UK, of the publications of the international standardization bodies. Except as permitted under the Copyright, Designs and Patents Act 1988 no extract may

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