建筑工程预算课件（construction budget software）

'建筑工程预算课件（Constructionbudgetsoftware）Thispapercontributedbycdled007.PPTdocumentmayattheWAPendofthebrowsingexperiencepoor.SuggestyouselectTXT,ordownloadthesourcefiletothemachineview.ConstructionengineeringmeasurementandvaluationThevaluationandmeasurementofConstructionEngineeringNewMethods1.oftheconstructionareaandconstructionareacalculationcorrectmeaning.Methodstheconstructionareaoftheconstructionareacalculationandthecorrectmeaning.Howthe2.constructionareaofapplicationinthecalculationofeachsubproject?Howtouseinthecalculationoftheconstructionareaoftheprojectquantity?ConstructionengineeringmeasurementandvaluationThecalculationofearthworkvolume(1))ConstructionengineeringmeasurementandvaluationConstructionengineeringmeasurementandvaluationThenewcourseArtificialmechanicalearthworkearthworktestboringbackfill earthworktransportationSoilsoilmachineThecontentofearthworkFlatgroundexcavationDiggingDiggingBasebackfillTherealheartofbackfillThemoresoilSinotransLossofsoil.TransportmachineforearthexcavatordiggingearthDigatrenchDiggingpitEarthexcavationConstructionengineeringmeasurementandvaluationThenewcurriculumteaching Thecalculationofearthworkengineeringmustbeknownconditions:Calculationofearthworktoknownconditions:Sure,1categoriesofsoilandrock,soilandrocktodeterminethecategoriesofsoiltypes:ordinarysoil,soiltypes:ordinarysoil,hardrocksoilcategory:turquoise,stone,stone,rocktypes:turquoise,stone,stonetime,stone2,groundwaterlevelelevationanddrainage:precipitationandgroundwaterlevelelevationanddrainageprecipitation:underwatersoilcalleddrysoil;groundwaterlevelbelowthesoiliscalleddrysoil;thesoilabovecalledwetsoil3,earthwork,groove,pitdug(fill)startandendelevation,constructionmethod,anddistance:earthwork,trenchexcavation,(endelevation,constructionmethodanddistance:thedepthofexcavationtothedesignoftheoutdoorterraceelevationforthecalculationofstartingpoint,theconstructionmethodofexcavationexcavationisartificialormechanical.Thedepthofexcavationtothedesignoftheoutdoorterraceelevationforthecalculationofstartingpoint,theconstructionmethodofexcavationexcavationisartificialormechanical.4,rockexcavation,blastingmethod,slagremovalmethodanddistance:,,rockcuttingblastingmethod,slagremovalmethodanddistance:5,otherrelevantinformation.Andotherrelevantinformation.ConstructionengineeringmeasurementandvaluationArtificialearthworkLevelling DiggingTestboringBackfillEarthworktransportationConstructionengineeringmeasurementandvaluation(a)thecalculationofgroundlevelingLessthan30cmLessthan30cm1,thedefinitionistheconstructionsite,tothedesignoftheoutdoorterrace,isdefinedwithintheconstructionsite,referstotheconstructionsitewithinthesubjecttoprevail,+30cmdigandfillearthworkandleveling.Earthworkandleveling.ConstructionengineeringmeasurementandvaluationMethods:accordingtothebuildingexteriorlineoneachsidewith2,calculationofengineeringquantity,engineeringcalculationmethodaccordingtothebuildingexteriorlineoneachsidewith2m,Accordingtothebuildingexteriorlineoneachsideofsquare metres.Inm2.2MConstructionengineeringmeasurementandvaluation3,theformula:S=2L+Sattheendof+16,calculationformulaandapplicationscope.Thinking:Thinking:1,S=2L+Sbottom+16scopescope2,andhowtocalculatethegroundlevelingleveling?Howtocalculate3,irregularshapeandhowtocalculatethegroundleveling?,irregularshapeandhowtocalculatethegroundlevelingThevaluationandmeasurementofConstructionEngineering(two)calculationofthetwoexcavationexcavationearthworkcalculationThecontentofearthworkexcavationdiggingpitdiggingexcavationgeosynclineEarthworkexcavationvolume=EarthexcavationquantitybyvolumecalculationincubicmetersNote:1,fixedthesoilwithoutfillingpressure"referstothenaturalformationofthenaturalsoil;compactingsoilreferswithoutquota,the"virtual"referstothenaturalformofpressurewithoutfillingsoil;thenaturalsoil(naturalsoilcompactionisahierarchicalcompaction,compactionthesoilnaturalsoil;accordingtotherequirementsofthecode);naturalsoildynamicnaturalsoil;compactionreferstothespecificationrequirementsafterthestratifiedrolling,compactedsoil;loosefillreferstothenaturalsoildugpiled withoutcompactioninthegroove,pitinsoil.Loosefillreferstothenaturalsoildugpiledwithoutcompactioninthegroove,pitinsoil.2,earthworkexcavation(includingbackfill)arenaturaldensevolumebeforeminingiscalculated,earthworkexcavation(includingbackfill)Constructionengineeringmeasurementandvaluation1,digtrough(trench)calculation,digtrough(trench)NaturalPingSlotlength,slotwidthof3timesThebottomofthegroovewidthislessthan3mConstructionengineeringmeasurementandvaluation1,thedefinitionofthebottomofthegroovewidth,definedthebottomwidthoflessthanorequalto3m,theslotlengthx>3slotwidthofexcavation.Thebottomofthegroovewidth,slotlength,slotwidthxdigging.2,theengineeringcalculationmethodaccordingtothecross-sectionalareaofgeosyncline*groovelength,engineeringquantitycalculationmethodaccordingtothecross-sectionalareaofgeosynclinecross-sectionalareaofgeosyncline*accordingtocalculation,bothinsideandoutsidetheconvexpartofgeosyncline(wallattachedchimney)calculatedbyM3,andinpart(Duo,geosynclinalconvexwallattachedchimneyintovolume)engineeringquantitycalculationofgeosyncline.Inthecalculationofengineeringquantityintotheproductof geosyncline.=S*LVslotConstructionengineeringmeasurementandvaluationFigureSbrokensectionSoilbaffleThreeashsoilsevenMixedsoilcondensateNaturalPingNaturalPingConstructionengineeringmeasurementandvaluationParameterinterpretationThewidthofBbasedgeosynclinefoundationcushion)bottomwidthbased(thewidthofthebottomcushionfoundationcushionbasedCfortheconvenienceoffoundationconstructionandsettheoperatingspace,calledtheworkingface.Fortheconvenienceoffoundationconstructionandsettheoperatingspace,calledtheworkingface.Whenwithoutleavingtheworkingsurfaceoffoundationconstruction,withoutleavingtheC=0;whentheworkingfaceinfoundationconstruction,theslopecoefficientforK; GeosynclinaldepthHslotbottomtothedesignoftheoutdoorterraceKHCBCKHHNetlonglengthLtrenchwallaccordingtothecenterlineonthewallsofLaccordingtothecenterlinewallwallaccordingtotheinnerwallofgeosynclinenetlong-termLinnerwallaccordingtoinnerwallofgeosynclinetankConstructionengineeringmeasurementandvaluationLslotLConstructionengineeringmeasurementandvaluation2,diggingpitcalculation,diggingpitcalculation1,thedefinitionofthepitbottomintheareawhere,wherethepitbottomareadefinedwithin20m2,andwithinthebottom,wherethepitbottomintheareaandwidthratiooflessthanorequalto3oftheexcavationpitexcavationengineeringhasbeendugintothepitdug.Andwidthratioislessthanorequaltotheexcavationpitdigginginto.Volume2,volumeofcommongeometrycalculationformula,V=pitpitdugduggeometrygeometryConstructionengineeringmeasurementandvaluationR HRTable=1/conequantityquantity/3PIH(r2+rR+R2)(foursquaretablequantities(four=prismoidquantity(a+2c+KH)*(b+2c+KH)/H+1/3K2H3)Constructionengineeringmeasurementandvaluation[cases]areknowntoaconcreteindependentfoundationlengthis2.1m,widthisknowntoacertainconcreteindependentfoundationlengthis1.5m.Thedesignofoutdoorelevationis0.3m,cushionbottomelevationof-.Thedesignofoutdoorelevation,cushionbottomelevationfor1.9m,theworkingface,theworkingfaceisc=300mm,thepitsoilforclassIIIsoil.Calculate,thepitsoilforclassIIIsoil.Artificialexcavationengineering.Artificialexcavationengineering.Constructionengineeringmeasurementandvaluation3,excavationcalculation,excavationcalculation1,thedefinition,thedefinitionofthetrenchbottomwidthinwhere,wherethewidthofgroovebottombottomareaoutside,wherethetrenchbottomwidthinthe3Maway,levelingearthworkthicknessin30cmoutsidethedugintheother20m2,levelingearthworkinthicknessoutsidedugaccordingtoearthworkcalculation.Soil,arecalculatedbyexcavation.2,2,withthe formulaofdiggingpitConstructionengineeringmeasurementandvaluationAbilitytraining1.trainingtomasterthecalculationmethodabouttheamountofearthworkengineering.Masterthecalculationmethodabouttheamountofearthworkengineering.2.calculationabilitycanbecombinedwithpracticalengineering,theengineeringquantity.Thecalculationcanbecombinedwithpracticalengineering,theengineeringquantity.3.datapreparationanddatapreparationofabuildingfoundationplaneandprofileasshowninfig..Abuildingfoundationplaneandprofileasshowninfigure.Thefollowingknowndesignoutdoorfloorbrickfoundationvolume15.85m3,concretecushionvolumeconcretecushionvolumeis2.86m3,workingfacebasedonvolumec=300mm,forthequalityofclassIIsoil.Requirementsofmuckheapinthescene,theremainingafterbackfillsoilforclassIIsoil.Requirementsofmuckheapinthefield,thesoilsinotrans.Theearthworkprojectrelateditems,andcalculatethesoilleveling,sinotrans.Theearthworkprojectrelateditems,andcalculatethelevelling,groovedsubprojectquantity.Digtrenchsubprojectamount.Constructionengineeringmeasurementandvaluation+0.000-0.45-1.950 (flatsurfacefigurea)Constructionengineeringmeasurementandvaluation[solution]constructioncontentassociatedwith1.itemsoftheearthworkengineeringcompleted:levelling,digging.Theconstructioncontentassociatedwithearthworkofthisprojectareasfollows:levelling,digging.Itcanbeseenfromthepicture,thegroovebottomwidthfordigging(xcanbeseenfromthepicture,theexcavationwidthofgroovebottom(0.4*2+2*0.3)=1.4m<3M>3*longgroovegroovewidthx)<,>*theslotlengthshouldbeexecuteddiggingdigtroughproject.Thus,theoriginalsoilrammingprojectisnolongerlistedseparately.Therefore,shouldcarryouttheexcavationdiggingprojectgeosyncline.Thus,theoriginalsoilrammingprojectisnolongerlistedseparately.ThedivisionofEngineeringearthworkprojectquotashouldbelistedasfollows:levelling,diggingtrenches.Theearthworkprojectquota:levelling,diggingtrenches.2,engineeringquantitycalculation,thecalculationbase(1).Tosavetime,improveworkefficiency,engineeringquantitycalculationusingthebase).Thecalculationbase.Tosavetime,improveworkefficiency,theuseofengineeringcalculationbase.L=(3.5*2+0.24+3.3*2+0.24*)2=28.16m(**)(L=3.5*2+3.3*2)*2=27.2m(**)L=3.3*20.24+3.5*0.24=9.62m-S1=(3.5*2+0.24)*(3.3*2+0.24)=49.52m2(**))Constructionengineeringmeasurementandvaluation (2)flatgroundlevelingproject)=levelingprojecthasS1+2mxL+16M2*=49.52+2*28.16+16=121.84*M2(3)digtrench)asshowninthefigure:diggingthetrenchdepthasshowninthefigure:digtrenchdepth=1.950.45=1.5m>1.4m>,theslopeexcavationtrench.Theslopecoefficientistheslopeexcavationtrench.TheslopecoefficientK=0.35wallgroovedquantity(a+2c+KH)=HLexternalgroovedquantity=(0.8+2*0.3+0.35*1.5*1.5)*27.2(**)*=1.925*27.2=78.54m3*1.5**ConstructionengineeringmeasurementandvaluationInthewalltrenchdugtrenchwallengineeringquantity=quantity(a+2c+KH)=H**longbasalnet(0.8+2*0.3+0.35*1.5)*1.5(**)-(0.4+0.3)-(0.4+0.3)(2+3.5**2]*[3.3*2(x)-(=1.925)-(x1.57.3***=21.08m3=digwalltrenchexcavationtrenchwithintheprojectwalltrenchdugtrenchwallengineeringengineeringengineeringwall+dugtrenchesdugtrenchesdugtrenchwallengineeringproject=78.54+21.08=99.62M3ConstructionengineeringmeasurementandvaluationPleasetheory1.ifthisprojectistheform,whethertheformationofsiteengineeringquantityaccordingtotheabovemethodifthisprojectisLshapecalculation?Calculated?2.ifthe engineeringdesignforreinforcedconcreteraftfoundation,theexcavationengineeringquantityiftheengineeringdesignforthereinforcedconcreteraftfoundation,howtocalculate?Howtocalculate?ConstructionengineeringmeasurementandvaluationSummaryThiscourserequiresstudentstomasterthecalculationmethodandmainprojectearthworkquantity,accuratecalculationofEngineeringquantity.Thecalculationmethod,accuratecalculationofEngineeringquantity.ConstructionengineeringmeasurementandvaluationHomeworkTraineetitlesetOne'