土木工程专业外文翻译建筑工程.docx
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土木工程专业外文翻译建筑工程
ConstructionEngineering
Abstract:
Constructionengineeringisaspecializedbranchofcivilengineeringconcernedwiththeplanning,execution,andcontrolofconstructionoperationsforsuchprojectsashighways,buildings,dams,airports,andutilitylines.Planningconsistsofschedulingtheworktobedoneandselectingthemostsuitableconstructionmethodsandequipmentfortheproject.Executionrequiresthetimelymobilizationofalldrawings,layouts,andmaterialsonthejobtopreventdelaystothework.Controlconsistsofanalyzingprogressandcosttoensurethattheprojectwillbedoneonscheduleandwithintheestimatedcost.
Keywords:
planning,Execution,Control,Preparationofsite,Earthmoving,Foundationtreatment,Steelerection,Concreteconstruction,Asphaltpavingandsoon.
Constructionengineeringisaspecializedbranchofcivilengineeringconcernedwiththeplanning,execution,andcontrolofconstructionoperationsforsuchprojectsashighways,buildings,dams,airports,andutilitylines.
Planningconsistsofschedulingtheworktobedoneandselectingthemostsuitableconstructionmethodsandequipmentfortheproject.Executionrequiresthetimelymobilizationofalldrawings,layouts,andmaterialsonthejobtopreventdelaystothework.Controlconsistsofanalyzingprogressandcosttoensurethattheprojectwillbedoneonscheduleandwithintheestimatedcost.
Planning.Theplanningphasestartswithadetailedstudyofconstructionplansandspecifications.Fromthisstudyalistofallitemsofworkisprepared,andrelateditemsarethengroupedtogetherforlistingonamasterschedule.Asequenceofconstructionandthetimetobeallottedforeachitemisthenindicated.Themethodofoperationandtheequipmenttobeusedfortheindividualworkitemsareselectedtosatisfythescheduleandthecharacteroftheprojectatthelowestpossiblecost.
Theamountoftimeallottedforacertainoperationandtheselectionofmethodsofoperationandequipmentthatisreadilyavailabletothecontractor.Afterthemasterorgeneralconstructionschedulehasbeendrawnup,subsidiarydetailedschedulesorforecastsarepreparedformthemasterschedule.Theseincludeindividualschedulesforprocurementofmaterial,equipment,andlabor,aswellasforecastsofcostandincome.
Execution.Thespeedyexecutionoftheprojectrequirestheprojectrequiresthereadysupplyofallmaterials,equipment,andlaborwhenneeded.Theconstructionengineerisgenerallyresponsibleforinitiatingthepurchaseofmostconstructionmaterialsandexpeditingtheirdeliverytotheproject.Somematerials,suchasstructuralsteelandmechanicalequipment,requirepartialorcompletefabricationbyasupplier.Forthesefabricatedmaterialstheengineermustprepareorcheckallfabricationdrawingsforaccuracyandcaseofassemblyandofteninspectthesupplier’sfabrication.
Otherconstructionengineeringdutiesarethelayoutoftheworkbysurveyingmethods,thepreparationofdetaildrawingstoclarifythedesignengineer’sdrawingsfortheconstructioncrews,andtheinspectionoftheworktoensurethatitcomplieswithplansandspecifications.
Onmostlargeprojectsitisnecessarytodesignandprepareconstructiondrawingsfortemporaryconstructionfacilities,suchasdrainagestructures,accessroads,officeandstoragebuildings,formwork,andcofferdams.Otherproblemsaretheselectionofelectricalandmechanicalequipmentandthedesignofstructuralfeaturesforconcretematerialprocessingandmixingplantsandcompressedair,water,andelectricaldistributionsystems.
Control.Progresscontrolisobtainedbycomparingactualperformanceontheworkagainstthedesiredperformancesetuponthemasterordetailedschedules.Sincedelayononefeatureoftheprojectcouldeasilyaffecttheentirejob,itisoftennecessarytoaddequipmentorcrewstospeedupthework.
Costcontrolisobtainedbycomparingactualunitcostsforindividualworkitemsagainstestimatedorbudgetedunitcosts,whicharesetupatthebeginningofthework.Aunitcostisobtainedbydividingthetotalcostofanoperationbythenumberofunitsinthatoperation.
Typicalunitsarecubicyardsforexcavationorconcreteworkandtonsforstructuralsteel.Theactualunitcostforanyitematanytimeisobtainedbydividingtheaccumulatedcostschargedtothatitembytheaccumulatedunitsofworkperformed.
Individualworkitemcostsareobtainedbyperiodicallydistributingjobcosts,suchaspayrollandinvoicestovariousworkitemaccounts.Payrollandequipmentrentalchargesaredistributedwiththeaidoftimecardspreparedbycrewforemen.Thecardsindicatethetimespentbythejobcrewsandequipmentonthedifferentelementofthework.Theallocationofmaterialcostsisbasedonthequantityofeachtypeofmaterialusedforeachspecificitem.
Whenthecomparisonofactualandestimatedunitcostsindicatesanoverrun;ananalysisismadetopinpointthecause.Iftheoverrunisinequipmentcosts,itmaybethattheequipmenthasinsufficientcapacityorthatitisnotworkingproperly.Iftheoverrunisinlaborcosts,itmaybethatthecrewshavetoomanymen,lackofpropersupervision,orarebeingdelayedforlackofmaterialsorlayout.Insuchcasestimestudiesareinvaluableinanalyzingproductivity.
Constructionoperationsaregenerallyclassifiedaccordingtospecializedfields.Theseincludepreparationoftheprojectsite,earthmoving,foundationtreatment,steelerection,concreteplacement,asphaltpaving,andelectricalandmechanicalinstallations.Proceduresforeachofthesefieldsaregenerally,thesame,evenwhenappliedtodifferentprojects,suchasbuildings,dams,orairports.However,therelativeimportanceofeachfieldisnotthesameinallcases.
Preparationofsite.Thisconsistsoftheremovalandclearingofallsurfacestructuresandgrowthfromthesiteoftheproposedstructure.Abulldozerisusedforsmallstructuresandtrees.Largerstructuresmustbedismantled.
Earthmoving.Thisincludesexcavationandtheplacementofearthfill.Excavationfollowspreparationofthesite,andisperformedwhentheexistinggrademustbebroughtdowntoanewelevation.Excavationgenerallystartswiththeseparatestrippingoftheorganictopsoil,whichislaterreusedforlandscapingaroundthenewstructure.Thisalsopreventscontaminationofthenonorganicmaterialwhichisbelowthetopsoilandwhichmayberequiredforfill.Excavationmaybedonebyanyofseveralexcavators,suchasshovels,draglines,clamshells,cranes,andscrapers.
Efficientexcavationonlandrequiresadryexcavationarea,becausemanysoilsareunstablewhenwetandcannotsupportexcavatingandhaulingequipment.Dewateringbecomesamajoroperationwhentheexcavationliesbelowthenaturalwatertableandinterceptsthegroundwaterflow.Whenthisoccurs,dewateringandstabilizingofthesoilmaybeaccomplishedbytrenches,whichconductseepagetoasumpfromwhichthewaterispumpedout.Dewateringandstabilizingofthesoilmayinothercasesbeaccomplishedbywellpointsandelectroosmosis.
Somematerials,suchasrock,cementedgravels,andhardclays,requireblastingtoloosenorfragmentthematerial.Blastholesaredrilledinthematerial;explosivesarethenplacedintheblastholesanddetonated.Thequantityofexplosivesandtheblast-holespacingaredependentuponthetypeandstructureoftherockandthediameteranddepthoftheblastholes.
Afterplacementoftheearthfill,itisalmostalwayscompactedtopreventsubsequentsettlement.Compactionisgenerallydonewithsheep’s-foot,grid,pneumatic-tired,andvibratory-typerollers,whicharetowedbytractorsoverthefillsitisbeingplaced.Hand-held,gasoline-drivenrammersareusedforcompactionclosetostructureswhereisnoroomforrollerstooperate.
Foundationtreatment.Whensubsurfaceinvestigationrevealsstructuraldefectsinthefoundationareatobeusedforastructure,thefoundationmustbestrengthened.Waterpassages,cavities,fissures,faults,andotherdefectsarefilledandstrengthenedbygrouting.Groutingconsistsofinjectionoffluidmixturesunderpressure.Thefluidssubsequentlysolidifyinthevoidsofthestrata.Mostgroutingisdonewithcementandmixtures,butothermixtureingredientsareasphalt,cementandclay,andprecipitatingchemicals.
Steelerection.Theconstructionofasteelstructureconsistsoftheassemblyatthesiteofmill-rolledorshop-fabricatedsteelsection.Thesteelsectionsmanyconsistofbeams,columns,orsmalltrusseswhicharejoinedtogetherbyriveting,bolting,orwelding.Itismoreeconomicaltoassemblesectionsofthestructureatafabricatingshopratherthaninthefield,butthesizeofpreassembledunitsislimitedbythecapacityoftransportationanderectionequipment.Thecraneisthemostcommontypeoferectionequipment,butwhenastructureistoohighorextensiveinareatobeerectedbyacrane,itisnecessarytoplaceoneormorederricksonthestructuretohandlethesteel.Inhighstructuresthederrickmustbeconstantlydismantledandreerectedtosuccessivelyhigherlevelstoraisethestructure.Forriverbridgesthesteelmaybehandledbycranesonbarges,or,ifthebridgeistoohigh,bytravelingderrickswhichrideonthebridgebeingerected,Cablesforlongsuspensionbridgesareassembledinplacebyspecialequipmentthatpullsthewirefromareel,setupatoneanchorage,acrosstotheoppositeanchorage,repeatingtheoperationuntilthebundleofwiresisoftherequiredsize.
Concreteconstruction.Concreteconstructionconsistsofseveraloperations:
forming,concreteproduction,placement,andcuring.Formi