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首页 2011二级建造师建筑工程管理实务模拟题(Construction engineering ma…

2011二级建造师建筑工程管理实务模拟题(Construction engineering management practice of 2011 grade two constructor).doc

2011二级建造师建筑工程管理实务模拟题(Constructi…

熊严贵
2018-04-30 0人阅读 举报 0 0 暂无简介

简介:本文档为《2011二级建造师建筑工程管理实务模拟题(Construction engineering management practice of 2011 grade two constructor)doc》,可适用于社会民生领域

二级建造师建筑工程管理实务模拟题(Constructionengineeringmanagementpracticeofgradetwoconstructor)二级建造师建筑工程管理实务模拟题(Constructionengineeringmanagementpracticeofgradetwoconstructor)Grasswitheredeagleeyedisease,snowfinishedhorseshoelightThewallofreeds,topheavyshallowfoundationmountainbambooshoots,skinnedandhollowinsideSupporttheopinionswithsufficientgrounds,ItstandstoreasonSeveralearlywarblersfightforthewarmtree,whosenewpeckingChunniyanThewindrainreadingsoundear,familyaffairsandtheworldareconcernedabouteverythingthemainpurposeofstructuraldesignis(D)AensuresthatthestructureisbeautifulBensuresthatthestructureiseconomicalandreasonableCensurestheoverallstabilityofthestructuretobeconstructedDensuresthatthestructureissafeandapplicablesafety,practicality,anddurabilityaresummarizedasstructural(C)AreliabilityBsecuritydegreeCreliabilityPDTechnologymmdiametersteelrod,themaximumtensileforcecanbeF,thesamematerialdiameterofmmsteelrod,whichcanwithstandthemaximumpullingforceis(D)AFBFCFDFThecalculationlengthLofthepressurebarisrelatedtothesupportingconditionofthepressurebarWhentheendofthecolumnisfixedatoneend,thelengthofthecompressionbarisL,andthelengthofthe(A)compressionbarisLALBLCLDLthefollowingloaddoesnotvarywithtime(C)ApermanenteffectBvariableactionDynamiceffectofCAccidentalactionofDseawaterenvironmentbelongstotheenvironmentalcategoryofconcretestructure(D)AenvironmentBtwotypesofenvironmentsCfivetypesofenvironmentsDfourtypesofenvironmentsthebiggestfactoraffectingthenormalsectionfailureofthebeamis(D)AconcretestrengthgradeBcrosssectionformCloadformDreinforcementratiotheproperdesignofbuildings(B)canobviouslyreducetheheatconsumptionofheatingandachievethepurposeofenergysavingAincreasesthewindowtowallratioBreduceswindowtowallratioCincreasesairpermeabilityDincreasestheshapecoefficienttheairconditioningseatofthebuildingaboveM,theredroadlineshouldnotbelargerthan(A)AMBMCMDMthemostimportantfactoraffectingtheworkabilityofconcretemixesis(C)AsandratePropertiesofBcompositionmaterialsWaterconsumptionperunitvolumeofCDtimeconstructiongypsumusedinbuildingengineeringismainlycomposedof(D)AalphacasoHOBcasoHOCbetacasoHODcasothefinalsettingtimeofordinaryportlandcementshallnotbelongerthan(B)AminBhChDhTheheightofthebottomwindowofopenpublicwalkwayshouldnotbelessthan(C)A>MB=MCMDMPortlandcement(C)ThehydrationheatofAissmallBhasgoodheatresistanceChasgoodfrostresistanceDhasgoodcorrosionresistance(B)isthemoisturecontentindexthatshouldbecontrolledwhenwoodorwoodproductsareusedtoavoiddeformationorcrackingSaturationpointofAfiberBequilibriummoisturecontentCnaturalmoisturecontentActualmoisturecontentofDthemoisturecontentofwoodfibersaturationpointvarieswithtreespecies,andtheaveragevalueis(A)ABCD,onewayperspective,alsoknownasSLRglassis(D)AtintedglassBsolarcontrolcoatedglasswithlowheatradiationCGlazedglassDcoatedglasscontrolledbysunlightThePPRtubeisconnectedin(D)modeAweldingconnectionBsolventbondingCthreadconnectionDhotmeltconnectionthefollowingdescriptionofthecharacteristicsandscopeofapplicationofautoclavedaeratedconcreteblocksisincorrect(C)AhasgoodheatpreservationperformanceBcanbeusedforloadbearingwallsoflowrisebuildingsCdryshrinkageissmall,itisnotsuitableforcrackingDisbeneficialtoimprovebuildingseismiccapacitythefollowingindicators(D)haveagreatimpactontheimpacttoughnessofsteelChemicalconstituentsofABsmeltingCmachiningqualityDtemperatureprohibittheuseofexpiredstructuralsiliconesealant,prohibittheuseofnotdone(or)andotherrelatedtests,andalltestparametersqualifiedstructuralsiliconesealantAthreetestBcompatibilitytestCpullouttestDsheartestthestrengthgradeofconcreteisdividedaccordingto(D)CubecompressivestrengthofAconcreteAxialcompressivestrengthofBconcreteTensilestrengthofCconcreteStandardvalueofcubecompressivestrengthofDconcreteTheswitchisfrequent,soitisnecessarytoadopt(A)lightsourceforinstantaneousstartandcontinuousdimmingAhalogentungstenlampBmetalhalidelampCfluorescentlampDsodiumlampwaterreducingagentisaconcreteadditivetochangeconcrete(D)SettingtimeofAconcreteDurabilityofBconcreteRheologicalpropertiesofCconcreteFrostresistanceofDconcreteconcretewithfrostresistanceratingabove(C)isfrostresistantconcreteAFBFCFDFthedegreeofdelaminationofmasonrymortarshallnotbegreaterthan(A)mm,soastoensuregoodwaterholdingcapacityofmortarABCDmarblebelongsto(C)AneutralstoneBacidstoneCalkalinestoneDhardstoneclassplywoodofordinaryplywoodis(C)AwaterresistantplywoodBnonmoistureresistantplywoodCweatherresistantplywoodDnonfireproofplywoodthefollowing(C)isnotenergysavingdecorativeglassAtintedglassBcoatedglassCtemperedglassDinsulatingglasswhichofthefollowingpipesarenontoxic,transparentandsanitaryWithbendingmemory(C)AchlorinatedpolyvinylchloridepipeBplasticcompoundcoppertubeCcrosslinkedpolyethylenepipeDaluminiumplasticcompositepipethefollowingarenotconcretedurabilityindicators(C)ImpermeabilityofACorrosionresistanceofBCandworkabilityFrostresistanceofD(C)isthebasisofsteelstrengthinstructuraldesignAstrengthlimitBelasticlimitCyieldlimitDproportionallimitroomswithintermittentairconditioningshouldbeadopted(D)AshouldadoptexternalinsulationBshouldadoptinsideandoutsideheatpreservationCshouldadoptintermediateheatpreservationDshouldadoptinternalinsulationsteelstructurecoatingfireretardantcoating,thickfireretardantcoatingthicknessshouldbecontrolledat(D)mmAmmBmmCtommDtommThemainfunctionofthelevelinstrumentis(C)DirectdeterminationofGaoChengbyABmeasuringthehorizontalanglebetweentwodirectionsCMeasuringtheelevationdifferencebetweentwopointsDmeasuringthehorizontaldistancebetweentwopointsApointelevationisM,thefirstApointsafterthepointofview,Bpointstothefrontview,frontviewBlevelingafterreadingM,viewAreadingsfortheM,Bpointelevation(A)MAMBMCMDMscraperfill,eachlayerofsoilthicknessshouldbecontrolledin(C)AtocmBshouldnotbegreaterthancmCtocmDshouldnotbegreaterthancmtheexcavationgenerallyadoptstheprincipleof(A)Alayeredexcavation,firstsupportandthendigBsublevelexcavation,presupportandexcavationClayeredexcavation,firstdigandthendropDlayeredexcavation,firstdigbacksupportaboutearthfillingandcompaction,thefollowingdescriptionisincorrect(D)AgenerallyshouldnotuseexpansivesoilandsoilwithsulfatecontentgreaterthanBbackfillshouldbefilledwithsimilarsoilasmuchaspossibleCwhenthegroundfillinshouldbethefirststeepslopewillbedugintotheladderTheslopeofDfillshouldbedeterminedaccordingtocompactionwork,soilmoisturecontentandsoilthicknessThebearingwallshouldbeinstalledonbothsidesoftheexpansionjoint,anditsfoundation(B)AmustnotbedividedBcan'tbeseparatedCmustbeseparatedDcannotbedetermineddescriptionofthesettingtimeofcement,thecorrectis(B)ThefinalsettingtimeofAiscalculatedfromtheinitialsettingtimeofconcreteThefinalsettingtimeofBPortlandcementshallnotbelaterthanhoursWhentheCexceedstheinitialsettingtime,thecementcompletelylosesitsplasticityThefinalsettingtimeofDordinarycementshallnotbeearlierthanhoursinordertopreventcracksinconcretesearchandtemperaturedeformation,andstrengthenthestiffnessofthesteelskeleton,itisoftensetonbothsidesofthebeam(A)AlumbartendonBstandsteelbarCstirrupDbentbarThecuringtimeofmassconcretefilledwithslagcementandvolcanicashcementshallnotbelessthan(C)AdaysBdaysCdaysDdaysthestressbarofthetwowayslabshouldbearrangedalongtwospans,andthereinforcingsteelintheshortsidedirectionshouldbeplacedinthelongsidedirection(C)AaboveBcanbeupanddownCbelowDisdeterminedbythestrengthofconcretethemainfactorsthatinfluencethewallthicknessratioarenotincluded(D)Asupportconstraintcondition,sectionformBmortarstrengthCconstructiontype,masonrytypeDmasonrystrengthmasonrymasonrymasonrymortarrubblesandshouldchoose(C)AmediumsandBfinesandCcoarsesandDartificialsandconstructionofcastinplacereinforcedconcreteframestructureingeneralfortheremovalorder(B)AfirstdisassembleLiangCemo,thendisassemblethebottomdieBshouldbedismantledfirstandthenremovedfirstCdismantlethebearingtemplatefirst,thendismantlethenonloadbearingtemplateDshouldbedismantledfirstandthenremovedlaterThestresscharacteristicsofcontinuousbeamsandslabsare(D)ThereisapositivemomentbetweenthemidspanandthesupportofABhasnegativebendingmomentbetweenmidspanandsupportCmidspanisnegativemoment,andthesupportispositivemomentDmidspanispositivebendingmoment,andthebearingisnegativebendingafterfillingthebackpouringband,thestrengthgradeofthemicroexpansionconcreteisincreasedbyonegradecomparedwiththeoriginalstructure,andthecuringtimeoftheconcretecannotbelessthan(C)AdaysBdaysCdaysDdaysrectangularrubblefoundationupperwidththanthewallthicknessoflarge(C)ammbmmcmmdmm其跨度为m的板,设计混凝土强度等级为c,则拆模时同条件养护的标准立方体试块的抗压强度标准值不低于(b)anmbnmcnmdnm(b)当跨度大于的梁其支撑面下为砖砌体时,应设置混凝土或钢筋混凝土垫快ambmcmdm屋面防水找平层的排水坡度应符合设计要求,采用材料找坡宜为(c)c(d)(d)mm墙体与底板混凝土同时浇筑基础地板防水混凝土应连续浇筑,外围剪力墙与底板交接处留出高于底板ammbmmcmmdmm刚性,刚弹性方案中,横墙中开有洞口时,洞口的水平截面积不应超过横墙截面面积的(b)abcd)混凝土小型空心砌块砌体灰缝砂浆饱满度,下列描述正确的是(b)a水平灰缝砂浆饱满度不得小于b水平灰缝砂浆饱满度按净面积计算不得低c竖向灰缝砂浆饱满度不得低于d竖向灰缝砂浆饱满度不得出现透明缝和假缝吊顶安装主龙骨,宜平行房间长边布置,分档位置从吊点中心向两边分,间距为(d)a,mmb,mmc,cmd,mm(b)玻璃隔墙宜以高为一个施工段,待下部施工段胶结材料达到设计强度后再进行上部施工ambmcmdm安装大规格饰面板材时,灌注砂浆,每层灌注高度宜为(c)a,mmb,mmc,mmd,mm(b)平开窗高度大于时窗扇锁闭点不应少于个ammbmmcmmdmm(d)钢筋建筑幕墙平板预埋件钢筋严禁采用ahpb热轧钢筋bhpb热轧钢筋chrb热轧钢筋d冷加工钢筋当基坑较深,地下水位较高,开挖土体位于地下水位以下时,(b)a应做防水设施b应采取人工降低地下水位措施c应采取加固措施d应予设计和建设单位研究采取防护措施楼层梯段相邻高度差不应大于(b)ambmmcmmdcm框支撑玻璃幕墙安装,铝合金立柱一般宜设计成(a)a受拉构件b受压构件c偏心构件d受弯构件(b)按规定,吊杆距主龙骨端部距离不得大于amm否则应增加吊杆bmmcmmdmmFacingbrickprojectreferstotheinteriorwallfacingbrickandtheouterwallfacingbrickprojectwiththeheightlessthanMandtheseismicfortificationintensitynotgreaterthandegrees,(B)constructionmethodAadhesivemethodBfulladhesionmethodDryhangingmethodofCDwedgemethodTheglasspaneloftheframeglasscurtainwallshallnotbecontacteddirectlywiththeframememberAtleastblockswiththesamewidthandlength(B)shouldbeplacedundereachglassAisnotgreaterthanmmBisnotlessthanmmCisnotgreaterthanmmDisnotlessthanmmallglasscurtainwallpanelsmustbeusedforgluejoints(A)AsiliconestructuralsealantBsiliconeweatherresistantadhesiveCtwocomponentsealantforweatherresistanceDrubberweatherresistantsealantTheconstructionthicknessofsealantforframesupportedglasscurtainwallshallnotbelessthan(B)AtommBtommCtommDtommstonecurtainwallbythefireboardshouldnotbelessthantheminimumthickness(C)AmmBmmCmmDmmTheloadhasdifferentclassificationmethods,andtheliveloadismainly(CDE)AfoundationsettlementBearthquakeactionCsnowloadDwindloadEcraneloadthemethodofsettingouttheplanepositionofthedetailpointsofthebuildingis(ABCE)ApolarcoordinatemethodBrectangularcoordinatemethodCangleintersectionmethodDelevationintersectionmethodEdirectionintersectionmethodwallconstructionmeasuresinclude(ABD)aspectsAexpansionjointBsettlementjointCseismicjointDbeamEstructuralcolumnthetechnologicalpropertiesofsteelsreferto(AC)ColdbendingpropertyofATensilepropertiesofBWeldabilityofCImpactpropertiesofDFatigueresistanceofEthefollowingtechnicalrequirementsofcementbelongtoselectiveindex(BD)AStandardConsistencyWaterConsumptionFinenessofBcementCchemicalindexAlkalicontentofDcementVolumestabilityofEEpolyvinylformalinteriorwallpainttheartificialveneermaterialusedatpresentis(BD)AcementtypeartificialstoneBpolyesterartificialstoneCcompositeartificialstoneDglassceramicartificialstoneEsinteredartificialstoneworkabilityofconcreteinclude(ACD)AfluidityCorrosionresistanceofBCcohesivenessWaterretentionpropertyofDImpermeabilityofEtheexcavationschemeofdeepfoundationpitismainly(ACD)AreverseexcavationmethodBinclinedcolumnsupportCslopeexcavationDbasinexcavationEretainingearthfillingpileundergroundwaterproofconstruction,shouldestablishthethreeinspectionsystemofeachprocess,threechecksystemrefersto(ABC)AprocessselftestBfulltimepersonnelcheckChandovercheckPDsupervisionunitinspectionEqualityinspectionunitcheckthepropertiesofimpregnatedwoodlaminateflooringare(ABE)AhashighwearresistanceandhighflameretardancyBhasgoodcompressionandimpactresistance,PThesizeofCislargeandthedensityissmallDcoloruniformity,goodvisualeffect,goodrepairperformanceEcanbedirectlypavedonmoistureproofgasket,easytopavewhichofthefollowingarerequirementsfordurabilityofconcretestructures(ABD)AprotectivelayerthicknessBwatercementratioCImpermeabilityDcementdosageFrostresistanceofECrackcontrolofmassconcreteusuallyadopts(CDE)measuresApreferredlowgradecementtoreducehydrationheatBaddedearlystrengthagenttomaketheconcretereachstrengthasearlyaspossibleCsetthepostpouringbandtoreducetheexternalstressandthermalstressDtwoprecausions,reducethesurfacecrackEtoensuretheconcretedesignstrengthlevel,reducetheamountofcementinordertopreventthediagonalsectiondamageofreinforcedconcretebeams,CDEmeasuresareusuallyadoptedAreducesloadBreplacedbysteelbeamMinimumdimensionofcrosssectionofClimitingbeamTheDshouldbeproperlyequippedwithstirrupsandmeettherequirementsofthespecificationTheEshallbeproperlyequippedwithbentreinforcingbarstomeetthestructuralrequirementsofthespecificationthemainprinciplesofformworkengineeringdesign(ABD)ThepracticabilityofABsecurityCadvanceDeconomyEflexibilitywhatarethefiberfireretardantmaterialsandproducts(ABD)inthefollowingmaterialsAaluminiumsilicatecottonBglasswoolCfoamasbestosDslagcottonPEmicroporouscalciumsilicatethefollowingkitchenwaterbathmeasuresaredescribedcorrectly(ACDE)ThegroundsurfaceelevationofAmultiwaterroomsuchaskitchenandtoiletisreduced,andtheslopefloordrainisalsoreducedB,kitchenandtoiletandothermultiwaterroomsurfacecoveredwithwaterprooflayerC,kitchenandwaterroomshouldbemadeofconcreteflanging,itsheightisnotlessthanmmD,kitchenandtoiletandothermultiwaterroomsmustbechecked,thewaterstoragedepthshouldbehigherthanthetestroom,thehighestbuildingsurface~mmEfloordraininterfaceinstalledwaterprooftray,floordrainelevationshouldbelowerthanthegroundmmmasonrystructurehasthecharacteristicsof(ACDE)AhasgooddurabilityandgoodfireresistanceBhastheadvantagesofconvenientconstruction,simpleprocessandhighproductionefficiencyChasdualfunctionsofbearingandmaintenanceDisselfimportant,tensile,shearresistantandlowbendingEhasgoodheatinsulationperformanceandgoodenergysavingeffectinthemasonrystructurecannotsetthefoothandeyeposition(ACD)Ammthickwall,clearwaterwall,independentcolumnBandlintelbeamintoatriangleisdegreesandtheheightrangeofinnetspanbeamWindowwallwithCwidthlessthanMDbeamorbeampadanditsleftandrightmmrangeEstonemasonrydoorsandwindowsonbothsidesofthemmrange()thegeneralrequirementsfortheinstallationofallglasscurtainwallsare(ABCE)AglasscurtainwallpanelglassthicknessshouldnotbelessthanmmSiliconesealantmustbeusedforgluejointofBallglasscurtainwallpanelThegapbetweenthesurfaceofCglasscurtainwallandthedecorativesurfaceorstructuralsurfaceshouldnotbelessthanmmDallglasscurtainwallisnotallowedtoplacesiliconestructuralsealantonsiteElaminatedglasscannotuseacidicstructuralsiliconesealantandsiliconeweatherproofsealantrawmaterialsareoneofthefactorsthataffectthestrengthofconcrete,including(ABC)CementstrengthandwatercementratioofATypesandqualityofaggregateforBrawmaterialsCaggregatenumberofrawmaterialsDmixingandvibratingEadmixtureandadmixtureinmasonrystructure,thefactorsinfluencingwallthicknessratioare(BCD)CalculationheightofAwallcolumnBbearingwallandnonloadbearingwallStrengthgradeofCmortarDhasdoorandwindowopeningsStrengthgradeofEblockconcreteblockwallsshallnotusethefollowing(ABCE)partsunlesspracticalandeffectivemeasuresaretakenAbuildingbelowgroundelevationBThesurfaceofblockisofteninthehightemperatureenvironmentofmorethandegreesChighcarbondioxideenvironmentLoadbearingwallofDlowrisebuildingEisoftensubjectedtoalternatewettinganddryingenvironmentsTheceilingprojectismadeupof(ADE)partsAsupportpartBmainkeelCsubkeelDbaseEsurfacelayerPtheconnectionformsofhighstrengthboltsareusuallydividedinto(ABE)AfrictionjointBtensioningconnectionCdockingconnectionDTsexualconnectionEpressurelinkThemainreasonofsolidslaginclusioninweldingseamofsteelstructurecomponentis(AC)AweldingspeedistoofastBweldingcurrentistoolargeCweldingmaterialqualityisnotgoodDelectrodeandfluxarenotbakedEweldingtoolargeinternalstress,thecoilwaterprooflayerwithheavycoveringorbasedeformationofJiaotongUniversity,shouldbepreferred(ABCE)ApavingmethodBpointstickingmethodCstripmethodDfulladhesionmethodEmechanicalfixationThefocusofthewoodcurtainboxinstallationis(ABDE)AboxwidthBboxbottomplateCembeddedpartsDcurtainEorbitthedeformationjointofthebuildinggroundengineeringshouldbesetaccordingtothedesignrequirements,andtherequirementsshouldbeconsistentwiththerequirements(AC)Theexpansionjoint,settlementjointandshockproofjointoftheAbuildinggroundshouldbeinaccordancewiththecorrespondingseamofthestructure,andshouldbeconnectedwiththestructurallayersofthebuildinggroundBindoorgroundcementconcretecushionshouldbesetlongitudinalcontractionjointandtransversecontractionjoint,transversecontractionjointspacingshallnotbegreaterthanM,longitudinalcontractionjointspacingshallnotbegreaterthanMCtopreventthewoodfloorsurface,linearexpansioneffect,thewoodengrilleshouldbepaddednailslotandwallbetweentheleftmmDcementconcreteapronjointsshouldbesetup,themeterspacingshallnotbegreaterthanMThewidthofEsettlementjointandshockproofjointshouldcomplywiththedesignrequirementsInordertoensurethefreedeformation,noflexiblematerialshouldbeplacedinthejointsbeforetheinstallationofkeel,accordingtothedesignrequirements(ABD)handoverinspectionAcleanroomBportalelevationCembeddedboltDceilingpipeequipmentandtheelevationofitssupportEaxissizeTheinstallationmethodofMingkeelceilingpanelis(ACE)AshelvingBpastingmethodCembeddingmethodDnailfixationmethodEclampingmethodbranchesofpeachblossomoutsideFliesandthesunsetskyDon'tforget,futuregenerationsofdivision

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2011二级建造师建筑工程管理实务模拟题(Construction engineering management practice of 2011 grade two constructor)

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