建筑設(shè)計(jì)經(jīng)驗(yàn)雜談

摘要：砌體外墻和屋面滲漏有材料、設(shè)計(jì)、施工等方面的原因，根關(guān)鍵詞：砌體外墻;屋面;防滲漏;做法柱、梁有可靠的連接，減少外墻的變形。一般采用L型鐵件或2φ6l=800鋼筋沿墻@500聯(lián)結(jié)框架柱梁和外墻砌體。當(dāng)外墻砌體較長(zhǎng)或3~4m3~4m高做圈梁與框架15mm即所謂外包墻，這種外墻宜約每隔30m左右留一伸縮縫。此外砌體500mm左右做女兒墻，或者女兒墻全部做成混m?0.5kg的聚丙烯單絲纖維，提高砂漿3m設(shè)分隔縫，以減少裂縫的產(chǎn)生。32道，使其滲入基層中，堵塞裂縫2道，使其與原墻面裝修色彩一致，再噴涂一道丙烯酸酯透明防水200~250mm寬缺口，在女兒墻外做雨水斗接雨500mm以下部分宜用混凝土澆筑，而不用磚或砌塊砌筑，屋面防水層及防水附加層應(yīng)上翻至屋面以上3mX3m設(shè)分工技術(shù)規(guī)范》GB50345-2004和《屋面工程質(zhì)量驗(yàn)收規(guī)范》GB50207-2002的要求，參照國(guó)家標(biāo)準(zhǔn)圖集《平屋面建筑構(gòu)造(一)、ArchitecturaldesignexperiencePickto:masonrywallsandroofleakagematerial,design,constructionandotherreasons,accordingtomanyyearsofexperienceinarchitecturaldesignandengineeringpractice,thispaperexpoundsthetechnicalmeasuresofmasonrywallsandroofingleakageandvariouspractices.Keywords:masonrywalls;Roof;Leakage;AexteriorwallleakageofmasonrystructurebuildingTheleakageofmasonryFillwallsofreinforcedconcretestructuresusingconcretehollowblock,aeratedconcreteblockmasonrymaterialssuchas,theouterwallleakagephenomenon.Thereasonsmainlyincludethematerialitself,structuredesignandconstructionqualityproblems.Intermsofitsmaterialitself,fillmasonrywallmaterialmoisturecontentisgenerallyhigher,bibulousrateisbigger,seepageresistanceispoor.Afterprocessofmasonryandmasonrymasonryproducessubsidencecontractioncausedbythecrack;Inadditiontemperaturechangescanalsocausematerialheatbilgescoldshrinkandproducetemperaturecrack.Instructuredesign,whenthemasonrywallistoolong,istoohigh,ifdidnotadoptmeasurestostrengthentheconstruction,becauseofitsdeformationandinternalstresscanalsocausecracks;MoreoveroutsideWindowsanddoorsholeandthereservedholecornersinstressclusters,suchastakereasonableconnectionconstructionmeasures,thewallalsocanproducedeformationandcracking.Intermsofmasonrywallconstruction,masonryconstructionprocesswithoutstrictaccordingtoconstructionstandard,operationwhendidnotformacompletesetofusespecialmortar,masonrymortarjointisnotfull,orone-timerendertoothickouterwallplasteringlayer,framelineSettings,suchasirregularcontractioncrackswillbegenerated.Ifcombinedwithmasonry,plasteringwallwillcauseanemptydrumspalling.Allthisislikelytoleadtoleakageofexteriorwall.MasonryexteriorwallleakageFirstintheconstructiondesigndrawingsshouldbeclearinthestrengthofmasonrywallmaterialvarieties,specifications,grade,watercontent,waterabsorptionandtype,strengthgrade,thebondstrengthofmasonrymortar,etc;Drawingsshouldalsoincludetheconstructionrequirementsandmattersneedingattention,suchasmasonrybuildingheightrestrictions,andeverydaytheplumpnessofmasonrymortar,wallmasonryrainproofsunshade,etc.Inaddition,youshouldperform"masonrystructuredesigncode"andsoonnationalstandardandatlasconstructionwithreferencetorelevantnationalorlocalconstruction.Masonryexteriorwallleakageofthemaindesignpointsare:frameshouldfillmasonrywallandframecolumn,beamhavereliableconnection,reducethedeformationofthewall.UsuallyuseLironorphi6L=800reinforcedalongthewall@500couplingbeamandframecolumnwallmasonry.Whenexternalwallmasonryislongerorhigher,toabout3~4mlongdoeverypostoreveryabout3~4mhighdoringbeamandframecolumnbeamconnection,increaseexternalwallmasonrystrengthandstability,reducethedeformationcausecracking.Whenframefillwallsbetweentwoframecolumn,inthereinforcedconcretecolumnbeamwithappropriateleaveof15mmgapbetweenmasonry,meantimeembedsfillingpolyurethanefoam,inordertoavoidtheheatbilgescoldshrinkperformanceofconcreteandmasonrycracks.Whenthemasonrywallislocatedintheoutsideoftheframebeam,theso-calledoutsourcingofwall,thewallshouldbeapproximatelyevery30mforaexpansionjoints.Inadditionmasonrywallscaneachcolumnoreveryothercolumncracked,shortenthedistancebetweenexpansionjoints,reducingwallcracking.Exteriorwallbrokenplacenotchcanalsobeusedtoconcealstormsewer.Parapetatthistimecanalsobebrokenintogougeswherewholepiecesweremissingdrainage,thanusuallyadopttheparapetoftheopenholeconvenientandsmooth,rainwaterisnoteasytocausetheleakageofrainwatermouth.Intheparapetwallmasonryconstruction,becauseoftheparapetwallmasonryconcreteplatejunctionwiththeroofbecausethematerialisdifferent,different,heatbilgescoldshrinkcracksoftencauseleakage,soroofplateconcreteparapetwallisover500mmorso,orthatallmakeconcretebelowtheparapetroofbeamandthemasonrywallsalsoleave15mmwidegapjunction.Othermasonrywallsbetweentheinsulationandmasonrymaterialsshouldbetestedforwaterproofprocessing,generally,thepolymercementmortarcanbeusedorpolymercement-basedwaterproofcoating,suchasimprovethewaterproofperformanceofexternalwall.Seammembraneappropriatedistanceisnotmorethan3m,15mmwide,deep10mmseparationofjoints,fracturesandembeddedinthefilledsiliconerubbersealingmaterial.Andmasonrywallmasonrymortarshouldbechosenandmasonrymaterialselasticmodulus,linearexpansioncoefficientofrelevantformacompletesetofspecialbuildingmaterials.Masonrywallpaintmortarshouldbeaddingabouteverym?Mortar0.5kgpolypropylenemonofilamentfibers,improvethepermeabilityresistanceofmortar.Intwodifferentwallmaterials,wireandtubeboxaroundtheplacesuchas,ifnotslottingandpaint,shouldaddalkaliresistantglassfibergridcloth,toincreasethetensilepropertiesofmortar.Masonrywallsseparatingcracksshouldbeverticalandhorizontalspacingisnotmorethan3m,inordertoreducethegenerationofcracks.ThemasonryexteriorwallleakageAboutmasonryexteriorwallleakagerepairshallbeconductedbyqualified,experiencedandreputablespecializedwaterproofingcompanytoundertakeconstructionprojects,constructionunitsshouldbeaimedthescenesituationdetailedconstructiontechnologymeasure,carefulconstruction,andensurethefreewarrantyperiodofnotlessthan3years.Whenexteriorwallpaintingoodcondition,becauseproducetinycrackscauseleakage,cancleanupthebasepaintsurface,makeitcleananddry,surfacespraying,acrylictransparentwaterproofgluenotlessthan2way,makeitsseepintograssroots,blockingcracksandwoolstoma,achievethegoalofseepageprevention.Constructionisconvenient,thismethoddoesnotaffectthesurfacedecoration,andkeeptheoriginalstylebuilding.Whentheexteriorwallpaintdamage,caseshell,wallmasonrycrackingcauseleakage,shouldcleanupcrackmouthopen,wipeoutthepowderlayerpeeling,crackembeddedfillacrylicsealant,beddingfacewithelasticwaterproofanti-crackmortarrepairing,grinding,mixingsprayingcoloracrylicwaterproofgluenotlessthan2,tomakeitconsistentwiththeoriginalmetopedecoratecolor,thensprayaacrylictransparentwaterproofglue.Second,theconcreterooftechnologyofseepagepreventionmeasuresConcreteroofwaterseepage,leakageintherealconstructionusealsohappenfromtimetotome,commonleaksarerone,roofgutter,rainwater, deformationcracks,etc.Ontheissueoftheroofwaterseepage,leakage,thereasonfordesign,materials,constructionandotheraspectsreasons.Fromadesignpointview,howtoguaranteenoleakageintheroofwaterproofinreasonableusefixednumberofyear?Wecantakethefollowingmeasures:Whenthecast-in-placereinforcedconcreteforroofpanel,thethicknessshouldbe100~120mmormore.Becauseaftertheroofingwaterprooflayerconstruction,oftentoplayundertheroofplateboltstoinstalltheceilingorpipeline,ifalreadyintheroofplateembeddedhangingpieces,occasionallyalsobeplayingsomebolts.Iftheroofplatethicknessistoothin,expansionboltcanmakeroofingBanGuinjurycausedleakageandthewaterprooflayer.Ofcoursetakethefractureelongationandself-healingabilityofwaterprooflayer,orunderthewaterprooflayerinsulationlayer,etc.,canreducetheinfluenceofBanGuuptotheroofwaterprooflayer.Moreoverroofeavesgutter,gutter,thelayoutoftherainmouthshouldasfaraspossibleawayfromtheseamdeformation.AndpipeWells,theroofingpipelines,equipmentfoundation,etcalsoshouldasfaraspossiblenotineavesgutter,roofgutterandrainnextmouth.Becauserainmouthshuting,roofgutter,rainwateramountislarger,easytocausedeformationseam,theplacesuchastheseepagepipewell.Abouttheroofingparapet,deformationseamverticalwallandhorizontalroofplatejunction,roofplateshouldbeover500mmorso,roofingwaterprooflayerandthewaterproofconcretedropadditionallayerdoover.Thantheverticalwallbrickorblockmasonrywaterproofingeffectismuchbetter.Becauseitcanpreventtheverticallevelwiththebecausematerialisdifferent,heatbilgescoldshrinkinconsistenciesbetweencracks,canalsoavoidtherainmayenterindoorfromverticalwallmasonrybypassleakageofroofingwaterprooflayer.Whendothedrainage,oftendotherainmouthindaughterleaveaholeinthewall,theeasytoleakage.Iftheparapetdisconnectintherainmouthplace,leave200~250mmwidegap,dotherainwaterhoppermeetstormseweroutsidetheparapet.Sothatrainwaterfromthegutterbythegapflowintotherainwaterhopper,thenthroughstormsewerlinewalk,verysmoothlyandalsosavewearparapetsteelmouth,thecomponentsuchasrainandparapetdisconnectintherainmouthplace,canavoidparapetmaybespentlongheatbilgescoldshrinkcracks.Pipewallsuggestedabovefortheroofingroofingstructurelayerof500mmbelowsomeappropriateUSESofconcrete,brickorblockmasonry,roofingwaterprooflayerandthewaterproofontheadditionallayershouldbeturnedovertoaroofabove250mmormore.Outdoorpipeinboreholewallshouldenterindoorplacetampingcompaction.Andtheelevationofpipeshouldbelessthanwearawalloutoftheholeslightly,orpipetoelbow,mayavoidtherainalongthepipelinethroughthewallintotheinterior.Aboutroofequipmentfoundation,whenequipmentfoundationislighter,candoitdirectlyabovetheroofwaterproofconcretecover,butnotlocatedontheconcreteroofboard,theroofwaterprooflayercanbecontinuouswithoutbeinginterruptedbyequipmentfoundation,reduce theleakagemaybe.Whenroofingbasedlargeheavyequipment,equipmentfoundationstructureandcheckingcalculationofroofplateshouldbe,toavoidtheleakageofroofingboardcausedbytheheavyloaddeformationcracks.Forlargerroofequipmentfoundationtomeetthewaterdrainageslopedrainageshouldbedonetolocal.Forroofingwaterproofstructuralsetting,considerusingalayerofwaterprooflayerwaterproofcoatingwithalayerofwaterproofcoiledmaterialcompositeperformancematchingisused.Toutilizetheseamlesswaterproofcoatingandwaterproofcoiledmaterialstableperformancecharacteristicsmakethemcomplementeachother.Waterproofcoatingsandcoiloftestshowthatitsmaterial,combinedwithgoodsex.Waterproofcoatingofthebreakingelongationrateisover450%,havebeensharpinstrumentpuncturetheself-healingability,toeffectivelyresistimpactonwaterprooflayerroofdeformationatthegrass-rootslevel.Roofingwaterprooflayerbelowthelevelinglayer,candothewaterprooflayerinsulationlayer,etcshouldbefullydry,otherwiseshouldbeventgrooveandvent.Andtestthewaterprooflayerbelowalllayersareindryeasywayistoputalayeroffeltonthem,theseconddaymorningopenwhetherlinoleumsurfaceisdry.Doconcreteprotectionlayeronroofingwaterprooflayer,middleshouldaddalayerofdrylaylinoleumornon-wovenorlimemortarisolationlayer,waterprooflayerinordertoavoidthermalexpansionfromthecoldlayercanmakecracking.Whenusingcast-in-placereinforcedconcretewithfinestonesdoprotection,shouldbesetaccordingto3mx3mdividingseam,andsteelmeshinthesplitjointsshouldbedisconnected.Whenthesteelprotectivelayerisusedasthelightningprotection,thefabricpieceofsteelweldedevenfourAngleofapplication.Allinall,inthedesignofroofeavesgutter,roofgutterandrain,parapet,pipeWells,piperoofing,equipmentfoundation,deformationcracks,theconstructionpracticeofthewatershouldbesaidclearly.Andshallbeinaccordancewithnationalstandard"technicalspecificationforconstructionofroofingengineeringGB50345-2004andtheroofingprojectqualityacceptancespecificationGB50207-2002request,withreferencetonationalstandardatlasoftheflatroofingconstruction(1)and(2),(3)theroofwaterproofmaterialselectionandconstructionandacceptance.Abovelistssomemeasurestopreventroofleakagefromthedesi