1、DRAFT FOR DEVELOPMENT DD CEN/TS 13810-2:2003 Wood-based panels Floating floors Part 2: Test methods ICS 79.060.01 DD CEN/TS 13810-2:2003 This Draft for Development was published under the authority of the Standards Policy and Strategy Committee on 20 August 2003 BSI 20 August 2003 ISBN 0 580 42486 3
2、 National foreword This Draft for Development is the official English language version of CEN/TS 13810-2:2003. This publication is not to be regarded as a British Standard. It is being issued in the Draft for Development series of publications and is of a provisional nature because it is a new test
3、and there is insufficient experience of its use in the majority of CEN National Members. It should be applied on this provisional basis, so that information and experience of its practical application may be obtained. Comments arising from the use of this Draft for Development are requested so that
4、UK experience can be reported to the European organization responsible for its conversion to a European standard. A review of this publication will be initiated 2 years after its publication by the European organization so that a decision can be taken on its status at the end of its 3-year life. Not
5、ification of the start of the review period will be made in an announcement in the appropriate issue of Update Standards. According to the replies received by the end of the review period, the responsible BSI Committee will decide whether to support the conversion into a European standard, to extend
6、 the life of the Technical Specification or to withdraw it. Comments should be sent in writing to the Secretary of BSI Technical Committee B/541, Wood-based panels, at British Standards House, 389 Chiswick High Road, London W4 4AL, giving the document reference and clause number and proposing, where
7、 possible, an appropriate revision of the text. A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement European publications referred to in this document may be found in the BSI Catalogue under the sec
8、tion entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. Summary of pages This document comprises a front cover, an inside front cover, the CEN/TS title page, pages 2 to 15 and a back cover. The BS
9、I copyright date displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date CommentsTECHNICALSPECIFICATION SPCIFICATIONTECHNIQUE TECHNISCHESPEZIFIKATION CEN/TS138102 April2003 ICS79.060.01 Englishversion WoodbasedpanelsFloatingfloorsPart
10、2:Testmethods PanneauxbasedeboisPlanchersflottants Partie2:Mthodesdessai HolzwerkstoffeSchwimmendverlegteFubden Teil2:Prfverfahren ThisTechnicalSpecification(CEN/TS138102)wasapprovedbyCENon11November2002forprovisionalapplication. TheperiodofvalidityofthisCEN/TSislimitedinitiallytothreeyears.Aftertwo
11、yearsthemembersofCENwillberequested tosubmittheir comments,particularlyonthequestionwhethertheCEN/TScanbeconvertedintoaEuropeanStandard. CENmembersarerequiredtoannouncetheexistenceofthisCEN/TSinthesamewayasforanENandtomaketheCEN/TSavailable .It ispermissibletokeepconflictingnationalstandardsinforce(
12、inparalleltotheCEN/TS)untilthefinaldecisionaboutthep ossible conversionoftheCEN/TSintoanENisreached. CENmembersarethenationalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain
13、,Sweden,SwitzerlandandUn ited Kingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2003CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.CEN/TS138102:2003ECEN
14、/TS138102:2003(E) 2 Contents page Foreword. 3 1 Scope 4 2 Normativereferences . 4 3 Termsanddefinitions. 4 4 Symbolsandsubscripts . 5 4.1 Symbols . 5 4.2 Subscripts 5 5 Principle . 5 6 Sampling 5 7 Testsetupandapparatus . 5 7.1 Testsetupforconcentratedpointloadandalternatingload 5 7.2 Testsetupforim
15、pactload . . 7 7.3 Apparatus. 7 7.3.1 Concentratedpointload. 7 7.3.2 Alternatingload . 7 7.3.3 Impactload . . 8 8 Deflectionmeasurement 8 8.1 Concentratedpointload. 8 8.2 Alternatingload . 8 8.3 Impactload . . 8 9 Preparationofthetestflooranddocumentationofmaterial . 8 9.1 Testfloor 8 9.2 Documentat
16、ionofmaterial. 8 10 Procedure. 9 10.1 Summaryoftheloadingandmeasurementprocedureforconcentratedandalternatingload . 9 10.1.1 Testsetup . 9 10.1.2 Preloading . 9 10.1.3 Referencedeflection. 9 10.1.4 Performancetesting . 10 10.1.5 Requirement 10 10.2 Positionofcarouselfordeflectionmeasurements . 10 10
17、.3 Measurementprocedureandrecords . 10 10.4 Impactloading. 11 11 Expressionofresults 11 11.1 Loadcategory 11 11.2 Concentratedpointload . 11 11.3 Alternatingload. 11 11.4 Impactload 11 12 Testreport 12 AnnexA (normative) Testsetupforpanelwidth800mm,900mmand1200mm 13CEN/TS138102:2003(E) 3 Foreword Th
18、isdocument(CEN/TS138102:2003)hasbeenpreparedbyTechnicalCommitteeCEN/TC112“Woodbased panels”,thesecretariatofwhichisheldbyDIN. AccordingtotheCEN/CENELECInternalRegulations,thenationalstandardsorganizationsofthefollowingcoun triesareboundtoannouncethisTechnicalSpecification:Austria,Belgium,CzechRepubl
19、ic,Denmark,Finland, France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Netherlands,Norway,Portugal, Slovakia,Spain,Sweden,SwitzerlandandtheUnitedKingdom. AnnexAisnormative.CEN/TS138102:2003(E) 4 1Scope ThisTechnicalSpecificationspecifiestestmethodsforloadingacontinuouslyfullysuppor
20、tednonstructuralfloating floorwithstaticconcentratedpointloads,alternatingloadsanddynamicimpactloadsfordeterminingthevaluesof theresultingdeflections. NOTE Thesetestmethodsformpartofthebasisforclassificationoffloatingfloorconstructions.Therequirements,i.e.load values,numberofloadcycles,anddeflection
21、limitsforthedifferentloadcategories,aregiveninEN138101. 2 Normativereferences ThisTechnicalSpecificationincorporatesbydatedorundatedreference,provisionsfromotherpublications.These normativereferencesarecitedattheappropriateplacesinthetext,andthepublicationsarelistedhereafter.For datedreferences,subs
22、equentamendmentstoorrevisionsoranyofthesepublicationsapplytothisTechnical Specificationonlywhenincorporatedinitbyamendmentorrevision.Forundatedreferences,thelatesteditionof thepublicationreferredtoapplies(includingamendments). EN310, WoodbasedpanelsDeterminationofmodulusofelasticityinbendingandofben
23、dingstrength. EN319, ParticleboardsandfibreboardsDeterminationoftensilestrengthperpendiculartotheplaneofthe board. EN322, WoodbasedpanelsDeterminationofmoisturecontent. EN323, WoodbasedpanelsDeterminationofdensity. EN3261, WoodbasedpanelsSampling,cuttingandinspectionPart1:Samplingandcuttingoftestpie
24、ces andexpressionoftestresults. EN826, ThermalinsulatingproductsforbuildingapplicationsDeterminationofcompressionbehaviour. EN1195, TimberstructuresTestmethodsPerformanceofstructuralfloordecking. EN1602, ThermalinsulatingproductsforbuildingapplicationsDeterminationoftheapparentdensity. EN199111, Eur
25、ocode1:Actions on structures Part11: General actions Densities, selfweight, imposed loadsforbuildings. EN138101, WoodbasedpanelsFloatingfloorsPerformancespecificationsandrequirements. 3 Termsanddefinitions ForthepurposesofthisTechnicalSpecificationthefollowingtermsanddefinitionsapply. 3.1 staticload
26、ing loadingsituationisdeemedtobestaticwhentheloadisconstantoveratleastaperiodof1h 3.2 alternatingload loadingsituationisdeemedtoalternatewhereitsmagnitudevariesinacyclicmannerwithtime 3.3 Tjoint jointbetweenthreefloorpanels 3.4 Ijoint jointbetweentwofloorpanelsCEN/TS138102:2003(E) 5 4 Symbolsandsubs
27、cripts 4.1Symbols x singlevaluefordeflectionoftheconcentratedload y singlevaluefordeflectionofimpact x meanvaluefordeflectionoftheconcentratedload n highestnumberofalternatingmeasurementpoint 4.2Subscripts 1to8 measurementpointforconcentratedpointload 9to14 measurementpointforalternatingload c resul
28、tofconcentratedpointload a resultofalternatingload im resultofimpactload i measurementnumber ref reference 5Principle Atestfloorissubjectstepwisetoaseriesofloadingseachstep,representingincreasingloadclassesin EN199111(Eurocode1).Foreachloadthedeflectionsaremeasured,andthetestfloorischeckedforvisible
29、 damage.Theperformanceofthefloatingfloorsystemisquantifiedasthehighestloadcategorytowhichthetest floorcanbesubjectedwithoutvisibledamageofthepanelorthejoints,andwithoutthedeflectionlimitsbeingex ceed. 6Sampling Panelsusedforboththetestfloorandthedummyunitshallbesampledfromproductionoveraperiodofatle
30、ast threeproductions. Thenumberoftestpanelsrequiredarerelatedtothedimensionsofthepanelsandthemeasurementrequired. Seefigure1and8.2. 7 Testsetupandapparatus 7.1 Testsetupforconcentratedpointloadandalternatingload Theconstructionofthetestfloorshallberepresentativeofthatoccurringinservice. Theprinciple
31、testsetupisshowninfigure1. Iftheflooringconsistsoffloorpanelsof600mmwidth,thejointlayoutandthelocationoftheconcentratedpoint loadandalternatingloadshallbeasshowninfigure1.CEN/TS138102:2003(E) 6 Iftheflooringconsistsoffloorpanelsof800mm,900mm,1000mmor1200mmwidth,thejointlayoutandthe locationoftheconc
32、entratedpointloadandalternatingloadshallbeasshowninthefiguresgiveninannexA. Dimensionsinmillimetres Key Paneljoint Locationofpointload Courseofwheel Measuringpoint Loadequipmentunit Figure1Testfloor,andlocationofloadequipmentandmeasuringpointsPanelwidth600mmCEN/TS138102:2003(E) 7 7.2 Testsetupforimp
33、actload TheimpacttestingcanbecarriedoutontheactualfloorsetupsatleastattwoTjoints,ifthishasnotbeen damaged.Alternatively,twoseparatetestsetupsshallbepreparedwithaminimumdimensionof1200mm 1200mm.EachofthetestsetupsshallcontainaTjoint,seefigure2. Dimensionsinmillimetres Key 1 Pointofimpact Figure2Tests
34、etupforimpactloadaccordingtoEN1195 7.3Apparatus 7.3.1 Concentratedpointload Concentratedpointloadshallbeappliedatthe16positions( )giveninfigure1orinannexA. Theconcentratedpointloadshallbeappliedthroughaflatsteelsurfacewithadiameterof(25 0,1)mmandwith theedgeofthecontactsurfaceroundedwitharadiusof2mm
35、. NOTE Theloadistransferredtothetestfloorbymeansofasteelbar. Fourpointloadsatthecornersofa300mm 900mmrectangleconstituteone“rack”,andtworacksarearranged ateachendofthefloor,shownasrectanglesinfigure1orannexA.Thedistancefromtheracktotheendofthe floorshallbe50mm. 7.3.2 Alternatingload Theequipmentfora
36、lternatingloadisacarousel,consistingofaplate(frame)withthreewheels,andamotordriven verticaldrivingshaftatthecentre. Thethreewheelsshallbelocatedatthecomersofanequilateraltriangle,andthediameterofthepathofthe middleofthewheelsshallbe(1700 50)mm.Thetyreofthewheelsshallbemadeofsolidrubberwithahard ness
37、of65to70ShoreA,andtheirdiametershallbe(200 25)mm.Thewidthofthewheelsshallbe(35 5)mm. Thetotalloadofthecarouselshallbeevenlydistributedoverthreewheels.Theaccuracyoftheloadshallbe 5%.Thespeedofrotationofthecarouselshallbe(10 0,5)min 1 . NOTE Thespeedofrotationcorrespondsto30loadcyclesperminuteoraloadf
38、requencyof0,5Hz.CEN/TS138102:2003(E) 8 7.3.3 Impactload TheloadequipmentshallbeinaccordancewithEN1195. 8 Deflectionmeasurement 8.1 Concentratedpointload Atthemeasuringpoints1,2,3and4(seefigure1andannexA)thedeflectionofthefloorsurfaceismeasuredas theverticalmovementofthecircularsteelbar.Atthemeasurin
39、gpoints5,6,7and8,whicharesituated300mm fromthemeasuringpoints1,2,3and4,thedeflectionofthefloorsurfaceismeasureddirectly. Thedeflectionsshallbemeasuredwithanaccuracyof 0,05mm. 8.2 Alternatingload Themeasuringpoints(seefigure1andannexA)roundthecarouselshallbelocatedasshowninfigure1,i.e.six measuringpo
40、ints,nos.9to14.Forpanelshavingawidthgreaterthan900mm,atleastfourmeasuringpointsshall belocatedaroundthecarousel,seeannexA.AtleasttwoofthesepointsshallbelocatedclosetoaTjoint,and theremainingpointsclosetoanIjoint.Allthemeasuringpointsshallbelocated150mmfromthepathofthe wheels.Thedeflectionsshallbemea
41、suredwithanaccuracyof 0,05mm. 8.3 Impactload Beforeimpactloadingthereferencedeflectionposition(y i,ref )ofthetopsideofthefloorismeasuredasthe verticalpositionofacircularsteelbar( e25mm)underaloadof1kN. After10impactsthedeflection( y im )ofthetopsideofthefloorismeasuredastheverticalmovementofthecircu
42、lar steelbar( e25mm)underaloadof1kN. Thedeflectionshallbemeasuredwithanaccuracyof 0,05mm. 9 Preparationofthetestflooranddocumentationofmaterial 9.1 Testfloor Thematerialsforthetestfloorandforthespecimensfortestingshallbeconditionedforatleastoneweekinthe laboratorybeforelaying.Therelativehumidityandt
43、emperatureinthelaboratoryshallberecorded. Thetestfloorshallbelaidonarigid,flatsurface(e.g.onaconcretefloor)withaflatnesstoleranceof1mm/2m. Thetestfloorshallbeconstructedwiththesamematerials,joints,flooringlayersandbeamsetc.whicharepre scribedforthefloatingfloorsystem.Thetestfloorshallhavetheminimumdimensions2400mm 3600mm.For actualdimensionsandjointlayout,seefigure1orannexA. Thetestfloorshallremainunloadedforatleast24hbeforetesting.Theperiodcanbelongerdepending
