AccordingtotherequirementsofDocumentJIANBIAO〔2011〕No.17issuedbytheMinistryofHousingandUrban-RuralDevelopmentofthePeople'sRepublicofChina(MOHURD)-"NoticeonPrintingandDistributing'theDevelopmentandRevisionPlforConstructionandAcceptanceofAnticorrosiveEngineeringofBuildingsbyChinaPetroleum&.ChemicalEngineeringSurveyandDesignAssociationandNatStandardizationManagementCenterStationandcooperatedwitandstudy,earnestlysummarizingpracticalexperience,coordinatingrequirements,basecoursetreatment,anticorrosiveprojectofresintype,anticorrosiveprojectofwatersolublesilicateype,anticorrosiveprojectofpolymercementscreed,anticorrosiveprojectofblockmaterial,anticorrosiveprojectofsprayedpolyurea,anticorrosiveprojectofcoatingtype,anticorrosiveprojectofasphalttype,anticorrosiveprojectofplasticstype,safetytechnique,technicalmeasureforenvironmentprotection,handoverofproject,etc.Themaintechnicalcontentsoftherevisionofthiscodeare:techniquemeasureforenyironmentprotection,andthearrangementsequenceofrelatedchapter2.Thefollowingprovisionsastrengthofresinfinestoneconcrete,bondingstrengtconstructionofresinfinestoneconcreteanforthejointingofresinmortarandresinscreedpavingblockswerer3.Performanceindexandconstruct4.Performanceindexandconstructionregulationsforanticorrosionc5.Constructionregulationsforfluorinecoatings,vinylesterresincoatings,epoxcoatings,waterborneinorganiczinc-richcoatings,etc.areadded.Constructionregulationsforperchlo-roethylenecoatings,polystyrenecoatings,vpolysubstitutedethyleneinterpenetratingne6.Performanceindexandcon7.DeterminationoftensilestrengthofresifinishedproductsinAppendixAisrevised.Measurementmethodssuchas"reconcrete","bondstrengthoffiberreinforcedplasticandconcrete,andb8.Value,loadingspeedanddeterminationmethodoftheteproductsinAppendixAaresupp9.TransferformoftheprojecthandoverandconstructionratioofAppendixBareadjusted.TheprovisionsprintedinboldtypearemandatoryonesandmusTheMinistryofHousingandUrban-RuralDevelopmentofthePeople'sRepublicofChinaisinfthiscodeandexplanationofthecompulsoryprovisions.TheBranchfdailymanagement,andtheNStationisresponsiblefortheexplanationCenterStation(Address:RShijiazhuangCity,Postcode:050020).ChiefDevelopmentOrganizations,Co-DevelopmentOrganizations.ParticipatingDevelopmeOrganizations,ChiefDrafters,ChiefReviewersandChiefTranslatersofthiscode:ChiefDevelopmentOrganizations:ChinaPetroleumandChemicalHuaChangPolymerCo.,Ltd.ECUShanghaiMinhangCorrosionDalianResearch&.DesignInstituteofChemicalIndustryChinaMetallurgicalGroupBuildingResearchInsShanghaiResearchInstituteofBuildingScience(Group)Co.ZhejiangXingshouAnticorroParticipatingDevelopmentOrgaShanghaiHunengAnticorrosionTheZhejiangLinhaiLonglingChemicalFactoryHebeiZhongxinAnticorChiefDrafters:XIONGWeiYUBoWANGZhiwenBIANDarongWANGDaoqianChiefReviewers: 4Basecoursetreatment AppendixBMixtureratioofconstruction 1.0.1Thiscodeispreparedwithaviewtoimprovetheconstructiengineering,strengthenthequalitycontrolofthebuildingan1.0.2Thiscodeisapplicabletotheconstructiextensionandrenovationofbuildingsandstructures.1.0.3Thebuildinganticorrosionmatequalitytechnicalindicatorsan1.0.4Mixratioofmaterialstobeusedwithon-siteprThemixratiodeterminedbythetestshallnotbearbitr1.0.5Constructionofbuildinganticorroprovisionsofthedesigndocuments.Whendesignc1.0.6Theconstructionanduseofmaterialsforconstructistandardofthenationshallbecompliedwith.2.0.1Potassiumsilicatematecid-resistantandheafaluminumoxideasapowderandanaggregate,an2.0.2AssortofmatchedcoatingAcompositecoatingreasonablycombinedwithallkindsofcompatiblecoatinginmselection,structurematc2.0.3JetflowofhighpressureThehigh-pressure,low-flowwaterpumpedbythehigh-pressurepressurizationpipelinetotherotarynozzleandisconvertedintoalow-pressurehigh-flowjetwithhighimpactkineticenergytoimpactthesurfaceregulations,safetymanagementregulationsandcorrespondingconstructiontechnica3.1.2Thefollowingconditionsshallbeavailablebeforeiandthedrawingshavebeenexplainedandreviewedinaccordancewitht2Theconstructionorganizationdesignorconstructionplanhasafetydisclosurehas3Constructionpersonnelarequalifiedinaccord5Machineryandtoolsusedforanticorrosionconstructionshainstrumentsshallbewithinthevalidityperiodoft6Thecorrespondingemergencyplanforprotectionhasbeenformulated.3.1.3Buildinganticorrosionconstructionshallmeettherequirementsofthecurrentnationforenvironmentalprotection,safetytechnologyandlaborpro3.1.4Constructionshallbecarriedoutaccordingtothecons3.2.1Thebasecourseoftheanticorrosionengineeringshallincludeconcretebastructurebasecoursea3.2.2Thebasecourseshallmeettheengineering,thebasecourseshallbecheckedandacceptedand3.2.3Theconcretebasecourseshallbeinaccordancewit1Thebasecourseshallbedenseandthicknessoftheanticorrosionlayerisnotlessthan5mm,theallowableinterstic4mm;wherethethicknessofthe3Theslopeofthebasecourseshallmeetthedesignrequirements.4Whenpouringconcrete,formworkofthefair-facedconcreteshouldbeusedformwork,thereleaseagentshallnotcontaminatet5Theinnerandoutercornerangleofthebasecoursecorner.Wherethesurfaceofthebasecourseispaved,theinnerandouterco6Thereshallbenowhiteprecipitateonthesurfaceofthebasecoursethath7Thesurfaceofthelevelingcoursethapeeling,pitting,sanding,andhollowing.3.2.4Thesteelstructurebasecourseshallbeinac1Theinstallationofthesteelstructurehasbeencomplete4Theradiusofthearcoftheouterangleshouldnotbelessthan3mm.3.2.5Thesurfaceofthewoodbasecourseshallbedry,flat,smoothandfre4.1.1Thesurfacetreatmentofconcretebasecourseshal4.1.2Thesurfa4.1.3ThesurfaceroughnessoftheanticorrosionstructuralFiberreinforcedplastic,polyurea,block,polymercements4.1.4Basecourseconcreteshallbecured.Inthethicknesslayerof2shallnotbelargerthan6%.Wherethedesignhasspecia4.2.1Thesurfacet1Aftersandingwith2Aftershotblasting,sandblastingorhighpres3Aftermechanical4ThesurfaceofthebasloosebasecoursethathasbeenerodedintherenovationoreThetreatmentmethodshallbeinaccor1Wherethesurfaceofthebasecourseiserodedbythem4.2.3Pipes,casings,reservedholesandembeddedpartsthatpassthroughtheanticorrosbepre-embeddedorpre-retaine4.2.4Thesurfaceoftlevelingmustbeperformed,thetr1Wherethethicknessofthesc2Wherethethicknessofthescreed4.3Basecourseofsteels4.3.1Surfacetreatmorpowertools,high-pressurewaterjetting,e1C,4.3.2Theblast-cleaninggrade,handandpowertoolcleanirequirementsofthecurrentnationalstandardGB/T8ApplicationofPaintsandRelatedProducts-VisualAssessmentofSurfaceCleanliness—Part1:RustGradesandPreparationGradesofUncoatedSteelSubstratesandofSteelSubstratesafterOverallRemovalofPreviousCoatings.4.3.3Thesurfacefreatmentqualityofhigh-pressurewaterjettingshallbeinaccordance1Thesurfaceofthesteelscale,rustandcoatingshallberemoved,andtheexpo2Thesurfaceofthesteeltreatedbyhigh-pressurewaterjettingshallbecoatedwithprimer4.3.4Thesurf4.3.5Thetreatedbasecou4.4Basecourseofwo4.5.1ThesurfaceofthetreatedconcretebasecourseshallbedensemeettherequirementsoftheprovisionsofArticle4.1.2ofthiscode.4.5.2Thesurfaceofthetreatedsteeslag,burrs,rust,oilstainsandotherattachments.RoughnessshallmeprovisionsofArticle4.1.3ofthiscode.4.5.3Thesurfaceofthetreatedwoodbase.1.1Theresinslirresin,furanresinsandphenolicresin.Resintypeanticorrosionprojectsshallincludet1Integralsurfacecourseoffiberrei2Integralsurfacecoursemadeofresheatingandinsulationshallnotbelowerthantheallowableconstructionenvironmenttemper5.1.3Whereusingbenzenesulfonyl5.1.4Whereusinglow-temperature-construetionfuranresin,theambienttemsurfacecourseofresinscreedshouldno5.1.5Whereusingfuranresinorphenolicresinforanticorrosionconstruction,epoxyresinbesterresinbinder,unsaturatedpolyesterreslayeronthesurfaceofthebasecourse.5.1.6Beforetheconstructionofresintypeanticorrosionproject,large-areaconstructionshallbecarriedoutafterselectingtheappropriateconstructi5.1.7Theconstructionintervalbetweenthevariouslayersoftheresintypeanticorrosionprojebedeterminedaccordingtothecuringcharacteristicsof1.9Duringconstructionandcuring,measuressuchasventilatiof5.1.10Resinanticorrosionprojectconstructionshallnotbecarriedoutwithothertypesoventilatedplace.Fiberreinmoisture-proofmanner.5.2.1Thequalityofliquidresinshallbeinaccordancewiththefollowing1EpoxyresinvarietiesincludeEP?1441-310andEP01451-310bisqualityofwhichshallmeettherelevantrequiremBisphenol-AEpoxyResin.2ThequalityofvinylesterresinshallmeettherelevantrequirementsoftherelevantprovisionsofthecurrentnationalstandardGB/T50590TechnicalCodeforAntiorrosionEngEsterResins.3UnsaturatedpolyesterresinvarietiesincludebisphenolAtype,xyleandorthophthalictype,andthequalityshallmeettherelevastandardGB/T8237LiquidUnsaturatedPolyesterResinforFiberReinforcedPlastics.4ThequalityoffuranresinshallbeinaViscosity(coating-4viscomet5Thequalityofphenoltemperature;whereu5.2.2Thecuringagentcommonlyusedf1Epoxyresincuringagentsh2Curingagentsforcuringatroomtemperatureofvinylesterresinsandunsaturatedpoly2)Astyrenesolutionofiberreinforcedplasticpowder,mortarpowder,screedpowderandconcret4Thecuringagentofphenolicresinshallpreferablyusealow-toxicacidicnaphthal5.2.3Thinnerofresinmaterialsshallbe2Thethinnerofthevinylesterresinandt3Thethinneroffuranresinandphenolicresinsho5.2.4Theselectionoffiberreinforcedmaterialsshallbeinacc1Typesofglassfiberreinfo3WhenusingglassChoppedStrandandContinuousFilamentMats.Theglassfibersurfacematusedintheretandmediumalkalitypesurfacemat,andtheunitmassalkalinemedium,organicsyntheticmaterialsuchaspolya5Thecouplingagentusedforthesurfacetreatmentofgl6Whereusedinanticorrosionengineeringoffluorine-containingmedia,polyestepolyestermatshouldbeus5.2.5Thequalityofthepowdershallbeinaccordancewiththefollowingrequireme30%.4Whereusedinfluoused;whereusedinalkali-containingmedia,quartzpowdershouldnotbeused.5.2.6Thequalityofthecoarseandfineaggr0.5%.2Whereusingacidiccuringagent,theacidresistanceshallnotb3Theparticlesize4Themaximumparticlesizelargerthan1/4oftheminimumsizeofthes5Whereusedinfluorine-containingmedia,baritesandshall5.2.7Theresintypeofglassflakemortarincludesvinylesterresin,eunsaturatedpolyesterresin,thequalityofwhichshallmeettherelevantrequirementsoftherequirementsofArticle5.2.1ofthiscode.TheglassflakequalityshallmeettherelevantrequiremetherelevantrequirementsofthecurrentnationalstandardGB/T50590TechnicalCodeforAnticorrEngineeringofVinylEsterResinsandGB/T50589TechnicalCodeofConstructionforEpoxyResinsSelf-LevelingFlooring.5.2.9ThequalityoffinishedproductsUnsaturatedpolyesterre(crossmethod)(epoxy(epoxy(epoxy(epoxy5.2.10Thequalityoffinishedproductsofglassflakemortarshallbeinaccordance5.2.11ThetestmethodsforthequalityofresinrawmaterialsandfinishedrelevantrequirementsofAppendixAofthiscode.5.3Preparationofmaterials5.3.1TheconstructionmixB.0.4ofAppendixBofthiscode.5.3.2Containersandtoolsforpreparationofmaterialsshallbekeptclean,dry,freeofoil,andfreeof5.3.3Thepreparationofepoxyresinbinder,mortar,screedaaccordancewiththefollowingrequcontainer,stirthemixturetobeuniformandcoolitd2Duringapplication,fetchcertainamountofresinsolution,addthecurproportionandstirthemixturetob6Wherethereiscolorrequirement,thecolorpaste5.3.4Vinylesterresino1Mixthevinylesterresinorunsaturatedpolyesterrconstructionmixratio,andthenmixit2Mustnottomixtheacceleratordirec3Addthepowdertothepreparedresi5Addpowderandcoarseandfineaggregatestotheprepared6Wherethereiscolorrequirement,thecolorpastethinnershallbeaddedtothev5.3.5Thepreparationoffuranresinbinder,mortar,screedandfineaccordancewiththefollowingrequ3Mixthefuranresininproportionwiththescr4Mixthefuranresininproportiocontainingtheacidiccuringag5.3.6Thepreparationofphenolicresinbinderandmortarshallbeinaccagentandstirevenlytomake2Inthepreparedresinbinder,addthepowderandstirevenlytomakemortar.5.3.7Thepreparationofresinself-levelingmaterialsshallbeinaccordancewit1Factory-producedresinself-levelingmaterialsandmatchingc2Stirtheepoxyself-levelingmaccordingtotheconstructionmixratio,stirevenlyandwaitfor3Stirthevinylesterresinself-levelingmaacceleratoraccordingtotheconstructionmixratio,andthenaddthein4Whereusingvinylesterresinself-levelingmaterialconta5.3.8Resinglassflakemortarshallbepreparedinaccordancewit1Theprimerandtopcoatofresinglassflakemo2Weightheepoxyresinglassflakemortarandthemixratio.Itshouldb3Weighthequantitativevinylesterresinorunsaturatedpolyesterrebeplacedintothevacuummixer.Stirevenlyundertheconditionofvacuumnotlowerthan0.08MPa.4Whereusingvinylesterresinorunsaturatedpolyesterresinconditionofvacuumnotlowerthan0.08MPaandstirevenly.5.3.9Thepreparedresinbinusedupbeforeinitialsolidification.Shallnotbeusedwhenthereissolidification,agglomeration,etc..4.1Theconstructionoffiberreinfordlay-upmethodisdividedintobatchmethodandcontinuousmethod.Furanandphenoliplasticsshallbeappliedbybatchmet1Underlayment:Onthesurfaceofthetreatedbasecourselayer,theprimershallbrushed,andthereshallben2Repairlayer:Thedepremakeiteven.Thephenolicorfuranfiberreinforcedplasticmayberepairedbysclayerwithanepoxyresinoravinylesterresinoramortarofanunsaturatedpolyesterres5.4.3Fiberreinforced1Firstlyapplyalayerofliningresinbinderevenly,thenliningalayeroffiberreinwhichmustbepastedfirmly,cleartheairbubbles,andthprocedureuntiltherequirednumberoflayersorthickness3Thequalityofthesuchasburrs,delaminationandbubbles,itshallbere4Whenlining,theoverlappingwidthofthesamelayeroffiberreinforcedlessthan50mm;thejointsoftheupperandlowerlayersoffiberreinforcedmaterialsshallbestaggered,thestaggeringdistanceshallnotbelessthan50mm;1layerto2layerso5.4.4Theconstructionofcon1Thenumberoflayerorthicknessofthecontinuousliningbepeeledordelaminatedaftercu2Whenlining,thejointsoftheupperandlowerlayersoffiberreinforcedmaterialsshallbeadd3Theconstructionofthenextcontinuousliningshallbecarriedoutafter4Afterthecontinuousliningreachesthenumbe5.4.5Fortheconstructionoftheapplied.Whenapplyingmorethantwotimes,afterthepreviouslayeriscured,applyth5.4.6Whenfiberreinforcsurfacelayerofresinthinmortar,resinscreed,resiconcrete,afterthefinallayerofclothhasbeenl5.5.1Theintegralconcrete,resinself-levelingandresinglassfla5.5.2Theconstructionoftheintegralsurfacecourseofresinthinmorthefollowingrequirebasecourse;thedepressionofbasecourseshallbefilledwithresinmotortomakethe2Wherethereisfiberreinforcedplasticisolationlayeronthebasecourse,alayerofresinbinshallbeevenlyappliedonthefiberreinforcedplastic3Theresinthinmortarshallbespraccordingtothedesignrequireme4Whereusingasurfacelmortar,thesameresinbindershallbe5.5.3Theconstructionoftheintegralsurfacecourseofresinscreedshaevenlycoatedonthesurface-treatedbasecourse;aftercuring,reunevennessofthebasecourse.Then,primershouldaggregatewithaparticlesizeof0.7mmt2Beforetheresinscresurface.Thethicknessshallbeimmediatelycompactedan3TheintegralsurfacecourseoftheWhereconstructionjointisrequired,amitershallbeleft.Wheretheconstructioniscontinusupportshallbecleaned,andtheresinbindershallbeapp4Theconstructionofthetopcoatshallbeevenlyapplied.Whenthetwo-laapplied,afterthefirstlayerofresincompoundiscured,thesecond5.5.4TheconstructionoftheresinfineonlytheprovisionsofArticle5.5.2ofthiscode,butalsothefollowingrequirements:2Whereusingthedivisionmethod,dividethepartitiononthebasecourseandpo5.5.5Theconstructionoftheresinself-levelingintegralsur1Wherethereisnofiberreinforcedplasticisolationevenlycoatedonthebasecourse;repairtheunevennessofthebasecoursewithresinmortar.2Applytheresinself-levelingmaterialresinself-levelinglayerconstructionmaybedirectlype4Thicknessofeachconstruction:self-levelingofvinylesterresinorsolvent-basedepoxyresinshouldnotexceed1mm,self-leveling5.5.6Theconstructionoftheintegralsurfacecourseoftheresinglasaccordancewiththefollowingrequirements:repairtheunevennessofthebasecourse.2Pavetheresinglassfspatulainonedirection.Thethickne3Aftertheresinglassflakemortarisapp4Duringtheconstructionprocess,thesurfaceshallbeTheendconnectionlinedonr6Whereusingvinylesterresinor5.6.1Thecuringperiodofresintypeanticorrosionprojectsat-normalteFiberreinforcedpl一-5.6.2Allkindsofsurfacelayersofresintypeanticorrosionprojectsshallbeflat,uniformincol6Anticorrosiveprojectofwatersolublesilicatetype6.1Generalrequirem6.1.1Thewatersolubles1Integralsurfacecourseofthepotassiumsil2Integralsurfacecoupouring.6.1.2Theenvironmenttemperatureofwatersolublesilicateanticorrosionprojflowerthan15℃,heatingandinsulationmeasuresshal6.1.4Watersolublesilicateanticorrosiorequirementsduringconstructionandcur2Shallpreventprematurede6.2Requirementsforqualityo6.2.1ThequalityofsodiumsilicateshallmeetthereqGB/T4209SodiumSilicateforIndustrialUseandTable6.2.1,anditsappearanceshallbeacolororslightlycoloredtransparentor6.2.2Thequalityofpotassiumsilicateshallbe6.2.3Sodiumsilicatecwatercontentshallnotbelargerthroughthesquareholesievewit6.2.4Thecuringagentofpotassiumsilicateincorporatedintopotassiumsilicatemortar,screedandconc6.2.5Thequalityofpowder,coarseaccordancewiththefollo1Theacidresistanceofthepowdershallnotbelessthan95%,thlargerthan0.5%,thefinenessrequirementthat0.15mmsqua2Theacidresistanceoffinecontentshallnotbelargerthan3Theacidresistabilityshallbequalified,thewatercontentshallshallnotbelargerthan1.5%,andthecoarseaggregateshallnotbelargerthan1/4oftheminCumulativepercento6.2.6Thequalityoffinishedsodiumsilicateproductss----Bondstrengthwithacid-resistant----6.2.7Thequalityofpotathefollowingrequirements:1Thewatercontentofthepotassiumsilicatemortarmixtureshallnotbel0.15mmsquareholescreeningresiduesho2ThewatercontentofthepotassiumsilicatescreedmixtureshallnotbelargeTable6.2.7-1Fineness3ThewatercontentofthepotassiumsilicateconcretemixtureshallnotbThemaximumparticlesizeofthecoarsdimensionofthestructuralsection;whereusedastheoverallfloorcov4ThequalityofthefinishedproductofpotassiumsilicateshallbeinaccordancewiththoTable6.2.7-2Qualityoffini--一----Bondstrengthwithacid--6.2.8ThetestmethodsforthequalityofwatersolublesilicaterawmateshallmeettherelevantrequirementsofAppendixAofthisc6.3PreparationofmaterialsB.0.5ofAppendixBofthiscode,andshallbeinaccorpavingblocks;30mmto35mm_whereusedfortrowelledplane;40mmto60mmwhereusedfor3TheslumpofsodiumsilicateconcreteshallnotbelWhere,G—thepercentageofsodiumfluorosilicateusedintheamountN?—thepercentageofsodiumoxidecontainedinsodiumsilicN?—purity(%)ofsodiumfluorosilicate.thefollowingrequirements:1Mechanicalmixture:firstadd2Manualmixture:firstmix3Whenpreparingdensesodiumsilicatadmixturefurfurylalcoh6.3.3Preparationofsod1Mechanicalmixture:Theforcedconcretemix2Manualmixture:Thepowderandcuringagentshallbemixebelessthan3timesuntiluniffurfurylalcoholmonomer,andwetmixu6.3.4Theconstructionmixratioofpotassiumsilicatematerialsmaybe