土木工程中文文献英文翻译.docx
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土木工程中文文献英文翻译
Carbonfiberreinforcementtechnologyasanewtypeofstructuralreinforcementtechnologyintheconstructionengineering,istheuseofresinbondedmaterialstotheconcretesurface,makingconcreteandcarbonfibertoformacompositewhole,andworktogether.Atthesametime,thetechnologyhastheadvantagesofconvenientconstruction,highstrength,wideapplicationandlightweight.Therefore,carbonfiberreinforcementtechnologyintheconstructiondefectsreinforcementtreatmenthasbeenwidelyused,soastoensurethebuildingbearingabilityandstability,improvetheshearresistanceandbendingcapacityofbuildingstructuralmembers,improvethequalityofthewholeconstructionproject,achievethepurposetothebuildingstructurereinforcement,andprolongtheservicelifeofthebuilding.
One,carbonfiberreinforcedstructuralcomponenttechnologyprinciple.
Carbonfiberreinforcedstructuralcomponenttechnologyistheconcretestructureoftheexternalpastefiberreinforcedcompositesheet,bothworktogetherinordertoachievethepurposeofstrengthening.Becausethecarbonfibermaterialhasgoodcorrosionresistance,highstrength,lightweightandelasticmodulushigheradvantages,comparedwithordinarysteel,thetensilestrengthofcarbonfiberisabouttentimesthatofit,andelasticmodulushigherthanit.Forreinforcedconcretestructures,thecarbonfibermaterialsweusedcanbedividedintotwokinds:
carbonfibermaterialandmatchingresin.Comparedwiththeconstructionsteel,thetensilestrengthofcarbonfiberistentimesandelasticmodulusisquiteequaltoit,evensomeoftheelasticmodulusofcarbonfiberinitmorethantwotimes,andhasagooddurabilityandconstructionperformance,socarbonfiberisaverygoodreinforcementandrepairmaterials.Inaddition,forsupportingresin,includingresinofthesubstrate,thelevelingresinandbondingresin,theresinofthesubstrateandlevelingresinhaveanimportantroleoncarbonfiberbondingquality,andbondingresincanmakeconcreteandcarbonfiberformingacomplexwhole,worktogether,inordertoimprovethebearingcapacityofbuildingstructuralmembers,toachievethepurposeofbuildingstructurememberstrengthening.
Two,thebasiccharacteristicsofcarbonfibermaterials.
1,carbonfibersheet.
Accordingtothemechanicalpropertiesofthematerial,theelasticmodulusofthecarbonfibermaterialisnotthesame.Accordingtothemechanicalpropertiesofcarbonfibersheet,themainisthehighmodulus,highstrengthandmediummodulus.Thehighmoduluscarbonfiberclothischaracterizedbyitslowelongationatbreakbuthighelasticmodulus.Theunitweightofcarbonfiberclothisnotcomparablewiththatofsteel,Carbonfibersheetisverythin,butbecauseofthechemicalstructureofcarbonfiber,thefibercanbeusedforanyacidsaltandallkindsofchemicalmediumenvironment,donotbeafraidofcorrosionandcanresistthelowtemperatureorhightemperaturethermalexpansionandcontraction.
2,supportingresinbondedmaterials.
Intheconstructionproject,themainmaterialusedinthereinforcedconcretestructurerepairtechnologyisbottomcoating,putty,bondingresinorimpregnatedresin,anditsfunctionsaredifferent.Firstofall,forthebottomcoating,theconcretesurfaceismoreapplicable,canspeedupthebond,inordertoensurethestabilityoftheinterface.Secondly,fortheputty,mainlyonvariouspartsofthesurfacearefilled,fillupthegapoftheentiresurface,sothatthefunctionofcarbonfibersheetcanbefullyplayed.Then,thebondingresinhasthefunctionofstickingtothecarbonfiberboard,andtheimpregnatedresinhasthefunctionofstickingtothecarbonfibercloth.Thebondingresinandtheimpregnatedresinareusedmainlytobondthecarbonfibersheettoeachpartoftheconcretecomponent,whichcanmakethescatteredpartsformawhole,andthetwoworktogether.Inaddition,theepoxyresinismainlyappliedtothehighwayconcretebridge,theuseofcarbonfibersheetreinforcementtechnologyisalsomoreappropriate,whenpresentinavarietyofcircumstances,withthechangeoftemperature,ithassomeinfluenceonitscuringproperties,therefore,toalargeextent,thequalityofpasteisgoodorbad,whichhasanimportantimpactonthenumberofregulartrafficdisruptiontime.
Three,strengtheningconstructiontechnologyofcarbonfiberreinforcedmaterials.
Strengtheningconstructiontechnologyofcarbonfiberreinforcedmaterials:
unloading--basaltreatment--baserubber--leveling--paste--protection.
1,unloading.
Forunloading,itistoremovethenontubecomponents,sothatitcanmaketheimpactonothercomponentsreduceeffectively.
2,basaltreatment.
(1)Iftheconcretesurfaceproducesthephenomenonsofcorrosion,hollowing,honeycombandspalling,youneedtocutoutoftheseparts.Foralargerareaofpoorquality,afterthecuttingoperation,theepoxymortarshouldbeusedtorepairthework.
(2)Forthepartthatproducesthecrack,itshouldbetreatedinafullyclosedmanner.
(3)Forthefloat,oilandotherimpuritiesontheconcretesurface,weshoulduseconcretegrinder,sandpapertoremove.Inaddition,toensurethesurfaceofthecomponentissmooth,polishtheraisedpartofthesurface,thecornershouldmakeChamferingprocessing,andbepolishedintoacirculararc.
(4)Beforethebaseoperation,mustkeeptheconcretesurfacedryclean,ifnotinlinewiththerequirementsoftheconstruction,weshouldusethehairdryertoblowit.
3,baserubber.
(1)Themainagentandcuringagentshouldbeplacedinthecontainer,theproportionofthemainagentandthecuringagentmustbemeasuredaccuratelyaccordingtothestandardofconstruction,thentheelectricmixerisusedtomixitevenly,determinetheamountofthedosageaccordingtotheactualtemperatureoftheconstructionsite,andcontroltheuseoftimestrictly,usuallyrunoutwithinanhour.
(2)Throughtheuseofrollerbrushbrushingthebottomevenlyintheconcretesurface,andthenextprocesscanbecarriedoutonlywhentheglueissolidified.
4,leveling.
(1)ForlevelingoperationinConstructionEngineering,itcanmakethedifferenceinheighthasbeenfurtherreduced,wecanuseFEgluelevelthepartofthesurfaceoftheconcretewhichissunken,templatejointsandotherparts.
(2)WecanalsouseFEgluetomendthecornertoasmootharc.
5,paste.
(1)Thesizeandnumberoflayersofcarbonfiberclothshallbedeterminedaccordingtotheactualrequirementsoftheconstruction.
(2)TocarryoutthedeploymentandmixofFRglue,andapplyitevenlytothepositionwhereitneedstobepasted.
(3)Whenthecarbonfiberclothispasted,nobubblescanbecreated,iftherearebubbles,wecanusethespecialrolleralongthedirectionofthefibertocarryoutrepeatedrolling,andmaketheFRgluefullysoakedcarbonfibercloth.Onlywhenthecarbonfiberclothsurfacedry,youcancarryonthenextlayerofpaste.
(4)ApplyFRglueevenlyonthesurfaceofthelastlayerofcarbonfibercloth.
6,protection.
PlasteringandfireproofcoatingshouldbeadoptedtoProtectthesurfaceofthereinforcedcarbonfibercloth.
Four,theapplicationofcarbonfibermaterialsinbuildingstructurereinforcement.
1,thescopeofapplicationofcarbonfiberreinforcedmaterials.
Applicabletovariousshapes,anypartofthestructure,brickmasonryreinforcementrepair.
2,Specificationforreinforcedconcretestructuresstrengthenedwithcarbonfibersheets.
Whentheconcreteisstrengthenedbycarbonfibersheet,thecomponentandcarbonfibersheetarebondedtogetherseamlessly,atthistime,thecarbonfibersheetandconcreteintegrateintoawhole,togethertowithstandthestress.
3,Carbonfibersheetcanbeusedinthefollowingwaystostrengthentheconcretestructuralmember.
Whenthecarbonfibersheetisusedforbendingandstrengtheningofthebeamandplatememberinthetensionzone,thedirectionofthefibershouldbeconsistentwiththedirectionofthereinforcement;
Whenthebeamsandcolumnsaresubjectedtoshearandreinforcement,itcanbeclosedUpasteorsidepaste,atthistime,fiberdirectionshouldbeperpendiculartotheaxialdirectionofthecomponent;
Theantiseismicreinforcementofbuildingscanbepastedfullyenclosed,atthistime,thefiberdirectionshouldbeperpendiculartothecolumnaxialdirection;
Whenthereissufficientevidence,thecarbonfibersheetcanalsobereinforcedaccordingtothestressstateoftheconcretestructure;
Whenthecarbonfibersheetisbondedtotheconcretestructure,wecanaccordingtothenationalstandard,uselimitstatedesignmethodbasedonprobabilitytheory,theultimatebearingcapacityandnormalcarryingcapacityofconcretestructuresarecalculatedrespectively.
Meanwhile,ontheonehand,reinforcedconcretestructureshouldbebasedonthenationalstandard,determinethecorrespondingmaterialdesignindex,andthenthroughthedetectiontosureitsactualstrengthwhethercanachievetherelevantrequirements;Ontheotherhand,thecarbonfibersheetshouldbebasedontheelasticstress-straincurvewhenthecomponentreachesthelimitstatetodeterminethecorrespondingstress;Ingeneral,theultimatetensilestrengthofcarbonfibersheetshouldnotbelessthan95%oftheguaranteedrateofthemanufacturerasamarkerofthetensilestrength.
Whenthememberisstrengthenedwithcarbonfibersheet,considerationshouldbegiventotheeffectsofstrengtheningmaterialsonthecomponentsandtheirproperties;Asbeforetheuseofcarbonfiberreinforcement,weshouldtrytoremovetheliveload,inordertoreducetheimpactonothercomponents.Thestressofl