建筑外文翻譯--砌體工程施工質(zhì)量驗(yàn)收規(guī)范-在線瀏覽
2025-03-04 03:41本頁面
【正文】 。 毛石砌體的第一皮及轉(zhuǎn)角處、交接處和洞口處，應(yīng)用較大的平毛石砌筑。 砌筑毛石擋土墻應(yīng)符合下列確定： 1 每砌3～4皮為一個(gè)分層高度，每個(gè)分層高度應(yīng)找平一次； 2 外露面的灰縫厚度不得大于40mm，兩個(gè)分層高度間分層處的錯(cuò)縫不得小于80mm。 擋土墻的泄水孔當(dāng)設(shè)計(jì)無規(guī)定時(shí)，施工應(yīng)符合下列規(guī)定： 1 泄水孔應(yīng)均勻位置，在每米高度間隔2m左右設(shè)置一個(gè)泄水孔； 2 泄水孔與土體間鋪設(shè)長寬各為300mm、厚200mm的卵石或碎石作疏水層。墻頂土面應(yīng)有適當(dāng)坡度流水流向擋土墻外側(cè)面?！ ?抽檢數(shù)量：同一產(chǎn)地的石材至少應(yīng)抽檢一組。 砂漿飽滿度不應(yīng)小于80%?！ ?檢驗(yàn)方法：觀察檢查。forofQualityMasonryprinciples Totocontroltheengineering,theandofconstructionofengineeringtotheofwholethisisformulated. Thisisforconstructioncontrolacceptancethestones,smallsizebricks,evaporizedpressurizedbricks. ThisiswithstateUnifiedforofqualityconstructionGB503002001. Theofconstructionspecifiedthedocumentscontractsnotlowerincode. Therequirementtheengineeringonlyaccordthisbutshouldwithcurrentcode.2. Terms ControlofqualityTothetechniqueaccordingthepointsqualityandguarantee. Typeinspectiontestresultusingtheorprocess. Continuousthethelengththesurfaceshouldlessthevalue. Supposititiousconcealqualityofverticalinmasonry,tomadeonsurfacethewhilemasonryThecallthereinforcedpoles,reinforcedwalls,masonrymasonrywithmasonryreinforcedbarsurfacereinforcedbarsurface,binedofstoneandsteelpoletheofreinforcedshearingwall.columnThereinforcedbarpoleafterthetohollowwithreinforcedbartheatspaceWithstandardway,inspectmasonrythewithoranysototheofmasonryandbodytheengineeringthemasonryregulations Thisisformasonryofthebricks,thebricks,andthelimeandflybricks. Theuseddryandsurfacetheshouldtrimnesstheandmasonryofundergroundunderdampcoursenotthebrickstheoffrostenvironmentcondition. bricksbeliquidonetwobeforethebody. Theofspreadingshouldless750mmuseplasmabuildingbricks.lengththeplasmabethanwhentemperatureexceedCtheterm. Thepilingbeoutthelayerbrickseachofofmailstageofbrickandextrudingseams,theisthangirder,beastriangleTheofseamsbethanonbottomofgirder。whileless15mmthesidethewidththetoarchnotless20mm.isbecovetheofarch. Theboards,whichbricksexceedinggirder,canremovedthegradetheseamnotthanofdesignedholesthebricksbetopressedwhilebuilt. Theofsteamedpressedofbethaneightwhilebuilttheseams,seamsbastesforbiddenverticalmasterintensityofbricksmortartowithdesignedquantitytheoutafterbrickseacharrivedthesite,batch150,000ofclinker50,000ofperforated10,000ofsandbrickstheashasgroup.quantitytheofmasonrybricksaccordingtheofmethod:checktestingofbricksmortar. Theofmortartheseamstheshouldbethanquantitytheoutthereshouldmore5fortestingmethod:testareathespoortheofbricksmortarhundredgridTothreeonpartstakeaverageofthree. TheandofmasonrybeatsameTotheandwallswithoutavailableisForcircumstancecantobuiltthetimemustobligatetemporarythemustbeasstubble.lengththeprojectionthestubblebethanofheightitself.Theoftakesamples:testofstubbleeachbatchshouldmore5method:bythewheregradethefortifyantiearthquakeisandgrade,temporarycanobligatedstraightexceptthewhenstubblenotobligated.straightmustbuiltprotrudingThereinforcedbarbeinplacestraightwithamount1Φ6eachthick(2Φ6steelforthickthealoneheighttheshouldexceedAlllengththefromstubblenotshorter500mm,shouldbethaninareathefortifysixsevenTherebecatch90angletheofwall.permittedofpositionuprightofmasonrybewithinformtheerrortheanddegreetheerrormethod1Theofpositionaxes10TowithandorotherEach5Towithlinefulltesttheodolite,lineruleranyinstruments10m20Theoftakesamples:allaxes,supportedpolebeCheckextrudingforentireofverticalitythewall.shouldcheckedleastparts,parteachoflayer.10%theroomsthewall,leastrooms,leastparts5inroom. TheItems ThemethodthebodybeThebuildingistoforupdownbuildinglinkinsideoutsideandpoles.Theoftakesamples:part20mexternalthreefiveforpartatthreeCheckoftypicalforinternalatthreemethod:specificationapproval:totheofterm,dryandbetweenwindowshaveseams.seamsthewallsarethanshouldlessthreecanbethewall. Theofmasonryshouldhorizontal,verticalstraight,shouldinthickness.thicknesstheseambewithinscale8mm12mm.Theoftakesamples:thebeinginsteptheoneeachmeters.Testingtowiththeofmasonrytenandpermittedformeasurementthebodybewithspecificationformpermitte
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