23普通混凝土小型空心砌块墙体砌筑通用施工工艺23 common concrete small hollow block wall masonry genWord下载.docx
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FCC/TS06.11-23
Concretesmallhollowblockwallmasonryconstructiontechnologyingeneral
2006-122006-12-20Publishing
2007-012007-01-01real
Shi
Generalconstructiontechnologyforfieldinstallationofpressurevessel
FCC/TS06.02-01
Sinopecreleasedthefourthconstructioncompanyofgrouptechnology
01-2
One
Scopeofapplication
Thisstandardisapplicabletothewallmasonryprojectofordinaryconcretesmallhollowblockinbuildingengineering.
Two
2.1A)
Constructionpreparation
Smallconcreteblock:
materialvarieties,specifications,appearancequality,moisturecontentrequirementsanddesignrequirementslevel,strength,impermeabilityandfrostresistancemustbeconsistentwithcurrentnationalstandard"
ordinaryconcretesmallhollowblock"
GB8293.Thefactoryhasbeencertifiedandtheapproachshouldbereexamined.Theproductageofsmallblockusedinconstructionshouldnotbelessthan28d;
b)cement:
OrdinaryportlandcementorslagPortlandcementisadopted,andthefactoryhasqualifiedcertification.Cementapproachbeforeuse,shouldbeabatchofthestrengthandstabilityofreinspection.Theinspectiongroupshouldbythesamemanufacturer,thesamenumberasagroup.Whenthereisdoubtaboutthequalityofcementinuseorifthecementisoutofproductionformorethanthreemonths,thetestshouldbereexaminedandusedasaresult.Differentvarietiesofcement,notmixeduse;
c)water:
cleanwaterordrinkingwaterdoesnotcontainharmfulsubstances,waterqualityshallmeettherequirementsofthecurrentstandardof"
nationalstandard"
concretemixingwaterJGJ63;
d)shouldbeusedinthesand:
sand,finenessmodulusshouldbecontrolledatabout2.55mmaperturesieve.PreparationofM5followingstrengthgradecementmixedmortar,sandclaycontentofnotmorethan10%;
thepreparationofcementmortarandstrengthgradeM5andabovethecementmortar,sandclaycontentislessthan5%,notincludingrootsandotherdebris;
E)limepaste:
limeslakingtimenotlessthan7d,hasdehydrationdonotuselimepastehardening.Thetestcanbeusedtomeetthestandardsofflyash;
F)g)level:
theuseofplatedwebsbowlsupportwithB4colddrawnlowcarbonsteelwireweldedmesh;
othermaterials:
beanstone,expansiveagent,waterreducer,Rachelreinforced,embeddedparts.Mechanicalequipment:
mortarmixer,liftingframe,cuttingmachine,scales,dumpersandvibrators;
2.2A)
ThisdocumentbelongstotheintellectualpropertyrightsofthefourthconstructioncompanyofSinopecgroup.Itshallnotbecopied,transmittedormodifiedwithoutauthorization,andshallnotbeusedinanywayotherthantheworkofthecompany.
23-1
B)
Tools:
Brickcage,trolley,sieve,willow,woodashshovelthrowinghead(PiChui),pointingashslip,rod,level,numberofskin2mbyfoot,smallline,mortarboard,linesinkers,ashbucket,drilling,wateringcan,sawbladeetc..
2.3A)B
Youmustfinishthehomeworkbeforetheconstructionoffoundationengineeringconditions,completingimplicit,prescreeningprocedures;
basicleveling:
beforeconstructionbylevelingleveling,thehorizontalmortarjointthicknessofmorethan20mmbyC20peastonelevelingconcrete;
C)
Playaxis,wallbodypositionline,doorandwindowopeninglineofpositionmeasuringelevationcontrolline,lineexperiencemeetstherequirementsofdesigndrawings,proceduresforinspection;
(d)e)
Erectionofoperationandunloadingrack;
erectionofleatherpoleaccordingtobuildingplaneformandconstructionsectiondivision,
Controltheashseamandtheelevationofeachpart.Thenumberofskinbarspacingshouldnotbemorethan15m,shouldbesetupinthecorner.Thenumberofleatherrodshouldbevertical,solid,elevation,forprescreeningprocedures.
2.4A)b)d)e)f)C
Thetechnologyofpreparingblockarrangedfacadeandstructuredetail;
technicaltrainingofworkers,withouttrainingqualifiedpersons,shallbepermitted;
accordingtotheblocksizeandthethicknessofthemortarjointcalculationskinnumberandrownumber,thenumberofskindrawingrod;
checkthespecifications,quantityandwaterresponsefieldblockrate;
mortarandgroutedconcretebytestwiththemixingratioofmortarandconcrete,readytodie;
blockbeforetheformalconstruction,thereshouldbearepresentativeofthemodelwallattheconstructionsitewasbuilt,inordertodeterminetherelevantqualitystandardsandrequirements.
Three
Threepointone
Operationprocess
Technologicalprocess
Mixingmortarandbrickmasonrywallbrickselectedrowcolumnconstruction
Threepointtwo
Operationmethod
23-2
3.2.1a)
Choosethebrickandthebrickrowselectedbrick:
theselectionofsmallblocks,thesizeandappearanceinspection.Smallblockshavedefectsintheload-bearingwallisstrictlyprohibited.Waterwallblocksalsocheckthecolor,colorshallbeonthewall;
Accordingtotheblockwallline,thedoorandwindowholelineandthecorrespondingcontrolline,etc.,accordingtotherowbrickdrawingintheworkinterviewrow,theblockshouldtrytousethemainspecificationbrickblock,notcutbrick.Aftertheaccuratedesign,constructionsupervision,pleaseconfirm;
Theprincipleofexteriorwallbricklayingistheuseof390mmlongmainblock,ifthemethodofadjustingthewallpilesizethroughthedoorandwindowopeningscanreducetheamountof290mmand190mmblocks,andthedesignapprovalshouldbeobtained.
3.2.2a)
Mixmortarconcretesmallblockmasonrymortarshouldhavehighcohesiveness,goodliquidity,waterretention,meetthedesignstrengthgrade;
Mortarshouldadoptmechanicalstirring,stirringgateisnotlessthan2min.Mortarconsistencyshouldbecontrolledat50mm~70mmisappropriate;
Mortarshouldbemixedwiththeuse.Cementmortarandcementmixedmortarshouldbeusedin2.5hand3haftermixing,andduringthesummerconstruction,suchasthemaximumtemperatureismorethan30degrees,mustbeusedin1.5hand2Hrespectively.Ifthemortarbleedingphenomenon,remixinginbeforemasonry;
D)
Wallmasonrymortarshouldbeimperviousandshrinkagecompensationfunction,mustbeaddedtothehighperformanceexpansiveagent.Inthemortarmixedwithorganicplasticizer,earlystrengthagent,retarder,antifreezeandsoon,shouldbetestedandtestedtomeettherequirements,youcanuse.Typetestreportduetothestrengthofmasonryorganicplasticizer;
E)
Mortarblock:
eachtestbatchandnotmorethan250m3masonry,eachstrengthgradeofmortarmadeatleastonegroup(eachgroupof6)testblock.Mortarblockbottomdieforsmallconcreteblock.
3.2.3a)
Masonrymethodofmasonrywall
1)shouldbeusedinmasonrybuildingmethodsofholegroupjointfault,faultblockjoints,overlap,laplengthshouldbemainlyhalfblock(190mm),whennecessary,canuse290mmlongauxiliaryblocks,laplengthshouldnotbelessthan90mm;
whentheindividualpartsofthewallcannotguaranteethisprovision,shouldbeineachsetofmortarleatherRachelreinforcedorsteelmesh,buttheverticalseamsshallnotexceedtwooftheskinblock;
2)masonryblockmasonrywallwithholereverse,smooth,ribfaceup(iethesmallholeandhole,bottomup),the31buildingblock"
.Horizontalmortarjointandverticalmortarjointthicknessshouldbecontrolledat8mm~12mm,shouldbe10mm.Horizontalmortarjointmortarandmortarlengthshallnotexceed800mmusedbyslurrymethod;
verticalseamwithbrickends
23-3
Pavingmethodofplaneandelevationmeetextrusionbyplasma.Masonry190mmthickwallsneedtobehungononeside,morethan190mmthickwallshouldbedoublehangingline;
3)whenthemasonrystartsfromthecorneroftheouterwall,theangleofthedisc,theheightofeachcornerisnotmorethan3bricks.Afterthediscangle,itshouldbeconsistentwiththenumberofskin,thethicknessoftheseamandtheelevationoftheleatherpole;
4)theinternalandexternalwallsoftheblockshouldbebuiltatthesametime.Thelengthofhorizontalprojectionshouldnotbelessthan2/3ofheight.Ifthebuildingisdifficulttostayinclined(exceptthewallcornerandseismicfortificationareas),canextend190mmbrickfromthewallintoyinandYangstraightrub,andalongthewallineveryskinbrickmortarembeddedwithinthetiebarormeshreinforcementmustbeaccurately