施工組織設(shè)計英文版

CONTENTSSCOPE----------------------------------------------------------------------1BASIS-----------------------------------------------------------------------1PROJECTDESCRIPTION-----------------------------------------------1ENVIRONMENTOFFIELDCONSTRUCTION--------------------2CONSTRUCTIONPERIODANDFIELDCONSTRUCTION-----2RETESTOFBASE--------------------------------------------------------2STEELELEMENTSENTERINGSITEANDACCEPTANCE-----2ERECTIONPLANOFDOORTYPESTRCTURESTEEL---------2ERECTIONPLANOFGRIDSTRUCTURE--------------------------4FIELDWELDING---------------------------------------------------------4FIELDPATCHING-UP----------------------------------------------------5MIDDLESTRUCTUREACCEPTANCE------------------------------5INSTALLATIONPLANOFCLADDINGSYSTEM-----------------5COMPLETIONACCEPTANCE-----------------------------------------6CONSTRUCTIONOVERALLARRANGEMENT-------------------7QUALITYGUARANTEESYSTEM-----------------------------------8QUALITYGUARANTEEMEASUREMENT------------------------9QUALITYCONTROLANDGUARANTEEMEASUREMENTFORSUBITEMS---------------------------------------------------------10APPENDIXTABLEA:USINGEQUIPMENTFORCONSTRUCTION--------------------------------------------------------------11APPENDIXTABLEB:USINGTOOLFORCONSTRUCTIONTABLEA--------------------------------------------------------------------------12APPENDIXTABLEC：LABORPLANARRANGEMENTTABLE----------------------------------------------------------------------------13APPENDIX1:FIELDGROUNDPLANEDRAWING(WITHEXPLANATION)APPENDIX2:CONSTRUCTIONPROGRESSPLANTABLESCOPEThisconstructionmanagementplaniswrittenfortheconstructionmanagementofYanbupetrochemicalComplexU&Oprojectplantbuildingsteelstructureanditistheguidingdocumentinthecourseofconstructionofthisproject.Thisconstructionmanagementplanisonlyvalidafterbeingcheckedandapproved.BASISContractBuyingcontractforstructuresteelInstallmentcontractforstructuresteelDrawingApprovedstructuredrawingbyownerApprovedfabricationdrawingbyownerReferences:AWSD1.1:GB-50205-GB/T50326-A01-S02B02-S01B02-S02ASTMMANUALOFHSEProjectDescriptionIntroductionofProjectProjectName:YanBupetrochemicalcomplexu&oprojectplantbuildingsteelstructure3.1.2P3.1.3P3.1.4Mainstructure:doortypesteelframewithpartofsecondfloorandgrid3.1.5Constructionarea:approximate20600㎡3.2StructureDescription:3.2.1Unitmaintenanceshop:axis:25m×25.6m;area:625㎡;corniceheight:6m;roofpanel:630㎡;wallpanel:450㎡3.2.2Chemicalwarehouse:axis:49.2m×92.4m;area:4546㎡;corniceheight:7.935;roofpanel:4550㎡;wallpanel:2200㎡3.2.3Centralwarehousebuilding(temporarydimension):axis:76.9m×64m;area:4921㎡;withhighandlowspan(corniceofhighspanis14.95mandcorniceoflowspanis7.95m);roofpanel:4800㎡;3.2.4Centralmaintenancebuilding:projectiveaxisoffirstfloor:103m×64m;projectiveaxisofsecondfloor:103m×28.9m;area:6592㎡+2977㎡;corniceofprimaryshop:9.7m;corniceofsecondaryshop:7.95m;roofpanel:6700㎡;wallpanel:3103.2.5Grid1(temporary):elevationofcanopytop:9.2m;42m×41m17223.2.6Grid2(temporary):elevationofcanopytop:8.2m;26m×43m1118㎡;3.2.7EPSsandwichpanelwillbeusedforthecladdingofthisproject(temporary)4.Environmentoffieldconstruction4.1Fieldenvironmentrequirements:JobsiteislocatedinpetrochemicalindustrialareaofYanbueconomicandtechnicaldevelopmentdistrict,residentialareaandofficeareseparatedfromjobsite.Residentialareaisequippedwithelectricityandwaterfacility,dormitory,officeandcanteen,jobsiteiswellequippedwithsafetyfacility.4.2Requirementsforconstructioncondition:BaseboltsofUnitmaintenanceshop,centralmaintenanceshopandchemicalwarehousewillbecompletedbeforeFeb.10,,backfillingiscompleted.Concretecurewillsatisfythestrengthrequirementoferectionandmovementof25Tcraneand8Tlifttruckinjobsite.Thereshouldbesufficientspacetopileupsteelelements.5.Constructionperiodandfieldconstruction5.1Theoverallconstructionperiodofthisprojectis60days.Ifeveryshopisconstructedseparately,theconstructionperiodshouldbecountedas45daysforeachshop.5.2Theconstructionorderofeachshopis:baseretest→erectionofsteelcolumn→erectionofbeam→formingofframeunit→installmentofbrace,purlin,wallbeamandtierod→adjustmentofstructure→acceptanceofstructure→applyingofcladding→installmentandadjustmentofflashingplate→completeacceptance6.BaseRetest6.1Baseretestmustbeconveyedbeforetheerectionofstructure.6.2Baseretestshouldbedoneafterreceivingofmeasuringdataofbasebolts.6.3Baseconstructionaccuracyshouldthefollowingrequirements:6.3.1Allowabletoleranceforbasetopelevationis±6.3.2BaseflatnessshouldbelessthanL/100Centraldeflectionofanchorboltshouldbelessthan5mm.6.3.4Centraldeflectionofpre-punchedholeislessthan10mm.7.SteelelementsenteringjobsiteandAcceptance7.1Thefirstbatchofsteelelementsareelementsofchemicalwarehouse,centralmaintenanceshopandunitmaintenanceshop;Thesecondbatchofsteelelementsareelementsofcentralwarehouseandgrid.Theerectionandconstructionshouldconformtothisplan.7.2Thesteelelementsofthisprojectwillbetransportedbyseasothelongandbigelementswillbebulkandshortandsmallmemberswillbetransportedincontainer.7.3Checkthepackinglistwhenthesteelmembersaretransportedtojobsiteandcheckthenumberofmembersaccordingtopackinglistandgoodssendinglist.Ifthereareanydiscrepanciesinthenumber,checkwithgoods-deliverycompany.7.4conveyvisualinspection,ifthereareanyproblemssuchaspaintdroppingordeflectioncausedbytransportation,reportitintime.7.5Applyforinspectionforjobsiteenteringmaterialsandproviderelativetestdataandreport.Full-scaleacceptanceshouldbedoneforconfigurationanddimensionofsteelmembersandsubmithandlingplanforunqualifieditems.8Erectionplanofdoortypestructuresteel8.1RequirementsforjobsiteequipmentsLifttruckandtruckcranewillbeusedinthisproject.Forcentralmaintenancebuilding,two25Tcraneswillbeusedinthesametimetopromoteefficiencyandone25Tcranefortheerectionofotherthreebuilding.Inerection,thereshouldbegooddrivingconditionforcraneandlifttrucktomoveonjobsite.Assurethatthegroundisflatandhasbeentampedandthebaseisuptodesignstrengthbeforeerection.8.2Preparationbeforeerection:Beforeerection,makesurethatpositioningaxis,baseaxisandelevation,anchorboltdiameterandlengthhavebeencheckedandtransferacceptancehasbeenconveyed.Checkthenumber,diameter,boltholepositionanddiameterandplaceofconnectionplate;markerectioncentrallineofcolumntopandbottomendandhorizontalelevationin1mhighpositionofcolumn;checkallmarkofsteelcolumn.Constructionwillbestartedonlyafteritconformstotherequirementsofdesigndrawingandanyrectificationssuchasincorrecthorizontalpositionandincorrectlysettingconnectionboltsshouldbesubmittedinwrittendocumentstoownerandbeapprovedbyowner.8.3Auxiliarypreparationbeforetheerectionofsteelcolumn:Beforetheerectionofsteelcolumn,rig,ropeandfalling-resistancemachineshouldbefixedonthecolumnandwindbracingropeshouldalsobepreparedaccordingtospecification.8.4Theerectionandrectificationofsteelcolumn:8.4.1Usecranetoerectthesteelcolumnsaftertheyhavebeenputintherightposition.Inordertopromotetheefficiency,intransportation,useliftingtrucktoputthesteelcolumnintherightpositionaccordingtoitsaxis.Inlayingthecolumn,trytoletthebundlingpoint,centralpointofbasecolumnandfoundationinthesamecircle.8.4.2Inerection,hoistshouldslowlyerectthebundledcolumnawayfromgroundabout20cmandthenstop;checkthestabilityofcableandhoist,openrotatingbrakethenputdowncolumnabout40-100mmfromground;aimatthebaseline,directthehoisttheninsertthecolumnintoanchoredboltfortemporaryfixation.Hoistcanonlyberemovedfromcableafterthecolumnhasbeenpreliminarilyrectifiedandtheverticalitytoleranceiswithin20mm.Theverticalityofsteelcolumnshouldbecheckedbytheodolitesandrectifyitifthereisanytolerance.Inrectification,noticewhetherthereisany 3 2 18.4.3Twotheodoliteswillbeinstalledonthelongitudinalandtransverseaxistoverticallyrectifyandmeasurethecolumn.First,aimatverticalflangeofcolumnbaseplateorcentrallinethengraduallyaimabovetothetopofcolumn,thedeviationofcentrallinefromsightindicatesthatthecolumnisnotverticalandmakeitverticalbyadjustingthetieropeorbracingaswellasknockingthecolumn.Intheactualpractice,rectificationoftenhappensafterrowsofcolumnshavebeenerectedandatthattimeinstallthetwotheodolitesononesideoflongitudinalandtransverseaxis,thedeviationfromcentrallineshouldnotbelargethan2m.Re-rectificationofsteelcolumnshouldbedoneinerectingroofframeorverticalsteelelements.8.5Theerectionandrectificationofsteelbeam8.5.1Themaintestingiteminthisprojectisverticalityanditcanbetestedbyhungball.Aftertest,thequalifiedroofframeshouldbefixedwithhighstrengthbolts.8.5.2Moveableplatformshouldbeusedintheconnectionofboltsandtheinstallmentofclosejointplatetoensurethesafetyofworkinginhighplace.8.5.3Moveableplatformshouldbeusedtofixationandfinaltweakofhighstrengthbolts.8.6Installmentofpurlinandbracingsystem.2Pulleywillbeusedintheinstallmentofpurlinsandtheinstallmentrequirementsshouldbe:bolts’holeshouldbeaimedcorrectedandtweakingandfasteningextentshouldbereasonable.Accordingtothespecificationofpurlinandusinglocation,8.6.3Bracingshouldbeinstalledintimeaccordingtorelativerequirementsandinstallmentlocationshouldbecorrectanduptodesignrequirements;ensuretheoverallrigidityandstabilityofsteelstructure.8.6.4Windbracingropeshallbeinstalledtoensurethestabilityofframeandavoidinstabilitycausedbystrongwind.8.7StructurerectificationAftererection,rectificationofverticalityandflatnessbetweensteelmembersshouldbeconveyedintime.Inordertoensuretheinstallmentpositioncorrectnessofcontinuoussteelmembers,columnandhorizontalbracingshouldbeinstalledintimeandthesebracingalsoneedrectification.Whenadjustingcolumnbracing,lockoneendandlooseanotherandinthetimecolumnhasbeenrectifytovertical,lockthebracingtoatenseconditionbutavoidcauseanydamagetoelementsbylockingtootensely.Adjusthorizontalbracingusingridgepointasthecentralpointfromeavestoroofridgesystemandrectifyroofbeamtokeeproofvertical.Anyway,locktheobliquebracingonlyafterallelementshavebeenrectifiedtoverticalposition.8.8SetlifelineSetlifelineintimeafterframehasbeencompleted,fordetailsafetyplan,seeEHS.8.9InstallmentofcornerbracingOrdinarybeamcornerbracingshouldbeconnectedfromgroundtoroofbeamandfixedtoroofpurlinwithboltsaftererection.8.10TheinstallmentoftierodandbarAdjusttheflatnessofpurlininthetimeofinstallingtierodandbarofwallandroofandrectifythedeflectionofpurlincausedbytransportationorpilingup.8.11Theconnectionofhighstrengthbolts8.11.1Fasteningorderofjointbolt:fasteningorderinthesameplane:fastenfrommiddletotwoends.8.11.2ConstructionorderofhighstrengthboltsUnlessrequiredbydesign,Insertingdirectionofhighstrengthboltsshouldbebasedontheconvenienceofconstruction.Boltsaroundtheframeshouldbefixedintotheinteriorsideofsteelstructure;boltsinsideframeshouldbefixedaccordingtospecification.Fixingdirectionofhighstrengthboltsinthesamejointshouldbeuniform.8.12.Constructionofhighstrengthbolts8.12.1Thehighstrengthboltsarelargehexheadhighstrengthboltsand“torquemethod”willbetakenastheconstructionmethod.8.12.2Usetorquewrenchintheconstructionofhighstrengthboltsandcontroltorquestrictlyinthecourseofconstruction.8.12.3Initialtweakandfinaltweakwillbeusedinthetweakingofhighstrengthboltsandthetorqueofinitialtweakis0.5timeofconstructiontorque.8.12.4Thetestfortorquecoefficientofhighstrengthboltsshouldbetakenbeforetheconstructionofhighstrengthbolts.8.12.5Torqueinspectionoffinaltweakshouldbedonewithin48hafter1hlaterofthecompletionoffinaltweakofhighstrengthheavyhexheadboltsset.8.12.6Thecalculationequationoftorquevalue:constructiontorquevalue=torquecoefficient×standardconstructionpretensionvalue×boltnominaldiameter8.12.7Recordinthecourseoftweaking9.Erectionplanforgridstructure9.1constructionpreparation9.1.1Scaffoldshallbeusedintheerectionofgridandtheadvantageofitisconvenientandfast,theplatformofscaffoldcanalsobeusedforthematerialspilingplatform.9.1.2Inordertocontrolandrectifythecoordinateposition,four9.1.3Tamptheareaaroundtemporaryplatformofsplicedgridtoensurethestabilityofscaffold.9.1.4Scoringandpositioning:positionthescaffoldaccordingtodimensionandupperandlowchordofgrid.9.2Erectionorderofgrid:Preparation→scoringandpositioning→organizationofscaffold→installupperchord,fasteningcentralchordandrectifysmallunitgrid→initialinstallmentofgridcompleted→rectification→weldpedestal→acceptance9.3Splicingorderofgrid9.3.1Themethodofsplicingtriangularsupportis:first,findtheballandrodinthispositionandthenoneinstallingworkerfindouttheballholeposition,buttconnecttwocentralrodseparately,tweaksleeveboltwithwrenchorpipetongs,thenanotherworkerinstallupperchord,thethirdworkeraimbolttorelativeballhole,fastentheupperchordwithwrenchorpipetongs.Inthecourseoffastening,centralchordinstallingworkershaketherodmembertotweaktherodmembertoballastightaspossible.Afteraboveprocedureiscompleted,installanotherupperchord.9.3.2Theworkingmethodofpushingtriangularsupportinthecourseofgridconstruction:dispatchtwoworkersontheupperjointofchordandanothertwoworkersonthelowerjointofchord;thesefourworkersfindoutballholescorrespondentwithmemberbarandquicklyfastentheboltbetweenmemberbarandball.Thefourworkersshouldworkatthesametimeandcooperatedexterouslyandlasttwoworksinstalllowerchordbarandball.10.Fieldwelding10.1Grooveweldshallbeusedforthefieldweldingofthisprojectandfortheweldingconnectiontype,refertheconstructiondrawing.10.2Forweldingmaterialandworkmanship,refergeneralexplanationofdesigndrawing.10.3weldrodsshouldbebakedbeforeweldingandkeepininsulatebucketinthetimeoffieldwelding.10.4Checkthemarkofthesteelmembersbeforeweldingandbegintoweldaftermakingsuretherearenomistakes.10.5Strictlycontrolthequalityofweldsinthecourseofweldingandoperateinstrictaccordancewithweldingworkmanship.10.6Clearawayslagafterthecompletionofeachweld;grindtheweldsandstampthenumberofwelder.10.7Nondestructiveflawdetectiontestwillbeusedforwelds.10.8Weldthebaseplateaftertherectificationofsteelstructure.10.9Theweldingofplatformbeamwillbecarriedoutonlyafterithasbeenrectifiedandthefinaltweakofhighstrengthbolthasbeencompleted.10.10Fortheweldingofbackingplateofcranebeam,weldthesurroundingareaofbackingplateafterthecranebeamhasbeenerectedandrectified.Safetymeasuresuchas“hungbasket”shallbeusedintheprocessofwelding.11.Fieldpatchingup11.1Fieldpatchingupshouldbedoneifthereisanydamagetopaintcausedbydelivery,loading,unloading,cuttingorelectricweldingandpatchingupmustconformtoSESA01-02.11.2Sampleareasofeachfinishshallbeprovidedbeforeproceedingwithremainderoffieldpainting.11.3Sampleareasshallberetainedasprojectstandardfortheremainderofwork.11.4Areasusedasprojectstandardshallbeone(1)squaremeterminimumsurfacearea.11.5Surroundingareaofdamagingplaceshallbegrindedtosmoothtransitionallayertoensurethesmoothtransitionofpatching-upplace.11.6Evaluatethedamagedpaintfilmandmakeoutapatching-upplanbeforethestartofpatchingup.11.6.1Finishdamaged(primeringoodcondition):grindwithabrasivepaperorgrindingsheetandcleansurfacewiththinner,patchupintermediat11.6.2Primerdamaged(withoutrust):grindwithabrasivepaperorgrindingsheet,patchupprimertodesignfilmthicknessthenpatchupintermediateandfinishpaint.11.6.3Damagetoplateandtheplaceofburningoutpaintfilmrusted:grindtoSt3gradewithgrindingsheet,patchuptheprimertodesigndryfilmthicknessandthenpatchupintermediateandfinish.12Acceptanceofintermediatestructure12.1Informownertocheckandacceptthesteelstructureinwrittenformaftertheerectionandrectificationhasfinishedandthefinaltweakofhighstrengthbolthasbeencompleted.12.2Providerelativestructureacceptancedatainthetimeofcheckandacceptance.13.Installmentplanofcladdingsystem13.1Jobsite-enteringinspectionCladdingpanelshallbetransportedincontainerandbysea.Checkthecladdingpanelseriouslyaccordingtogoods-sendinglistandpackinglistafteritentersintothejobsite,thedamageanddeflectionconditionofplateisthefocusofinspection.13.2Generalrequirementsforinstallment13.2.1Theinstallmentofcladdingpanelshouldtakeaccountofnormalwinddirectionandlapconnectionofribplateshallbeagainstnormalwinddirection.13.2.2Fixselfdrillingscrewverticallytocladdingpanelandpurlin,aimthecenteronpurlinandmakesurethatthescrewsaredrilledinoneline.13.2.3Checktheflatnessoftwoendsofplateafterinstallingevery5-6platesandrectifyintimeiftoleranceoccurs.13.3Pilinganddeliveryofmaterial13.3.1Handling:Professionalshoulderpoleanderectingbandshallbeusedfortheerectionanddeliveryofbundledsandwichplate.Erectionstylesuchastriangletypeformedbyliftinghookandsandwichisforbidden.Begintoerectonlyafterfindingerectingbalancepointanderectonebundleafteranother,putongroundlightly.Duringerection,putplateonroofintheinstallmentdirectionandavoidunnecessaryturningofpanel.Forthehandlingofsinglepanel,accordingtothelengthandweightofpanel,use3-5workerstohandletoavoidthedeflectionofpanel.Duringhanding,don’tdragpanelonotherpanelsorobjectstoavoidcausingdamagetofinish.13.3.2Fieldstorage:Sleeper,foamedplasticsorothermaterialsshallbeusedtounderlaypanelsanddon’tputsandwichpanelsontheground.13.3.3Pilingupplaceofsandwichpanelsshouldbefarawayfromothernakedmaterialtoavoid13.3.4Whensandwichpanelsarepiledup,heavyobjectsareforbiddentoputonpanelsandstompingonpanelsisforbiddentoavoidanydamagetofinish.Roofpanelsshouldbeputnearbytheroofframeandpilingupothermaterialsontheinstalledpanelisforbidden.13.3.5Lightingpanelshouldbeplacedseparatelyandsteelplateorotherobjectsareforbiddentoputonit.13.4Installmentofroofandwallpanel13.4.1Checktheverticalityandspacingofroofpurlinandwallbeaminaccordancewithdimensionsondrawing.13.4.2Befamiliarwithdrawingandtypesetaccordingtotherequirementsofdrawing.13.4.3Selfdrillingscrewshallbeusedinthefixationofroofandwallpanels.13.5Othernotes13.5.1Onlynaillessandflatsoftshoesarepermittedtowearwhenwalkingontheroofpanel.13.5.2Thefixingorderofscrewshouldbeinthesamedirectionofpanelinstallmentandfixingscrewintheoppositedirectionisforbidden.13.5.3Fieldcuttingortreatingofplateendsisadvisedtobedoneonthegroundanditisforbiddentocutadjacenttootherplates.Intheconditionofoperationontheroof,cuttingonotherroofpanelsisforbidden.Whencutting,thefaceofpanelshouldfacetogroundandclearawaytheswarfonthepanelandneighboringpanelintime.Electricscissormaybeusedtoclearawaytherustedswarfcausedbycutting.13.5.4Clearawayallswarfandsundriesontheroofandwalleverydayafterthefinishofdailyinstallment.13.5.5Thepanelthathasbeenerectedtoroofandwaitedtobeinstallednextdayneedstobebundled.13.6TheinstallmentofflashingplateColorfulplateshallbeusedfortheflashingplateofroofandwallanditshallbefixedtotheroofandwallpanelswithselfdrillingscrewandrivet.Forthespecification,spacingandnumberofflashingplateandselfdrillingscrew,seeconstructiondrawing.13.7TheinstallmentofgutterDuringtheinstallmentofgutterhungoutsideofcolorfulplate,careshouldbetakenfortheconnectionbetweengutterandroofpanel,waterprooftreatmentoflapjointbetweengutters.14.Completionacceptance14.1Completionacceptancemaybesubmittedinwrittenformaftertheapplicationofcladdingpanelhasfinishedandlocaldefectshavebeenpatchedup.14.2Completionacceptanceofsteelstructureisthesymboloffinishofsteelstructure.14.3Wholesteelstructuredataneedtobesubmittedinthetimeofcompletionacceptance.15.Constructionoverallarrangement15.1ForConstructionmanagementinstitution,seefollowingdiagramProjectmanagerConstructor&qualityinspectormaninchargeoftechnologyanddataManinchargeOftranslationandcommerceprofessionalmaninchargeofsafetyProfessionalmaninchargeofmaterialErectiongrouponeErectiongrouptwoMaintenanceGrouponeMaintenancegrouptwoOthergroup15.2Thearrangementoffieldpersonnel:Oneprojectmanagerofjobsiteprojectdepartment,fivemanagerialstaff,30installmentworkersdispatchedfromChinaforfieldinstallment.Ifthereisanyneed,Employworkersfromlocallabormarketatthebusytimeofconstruction.15.3Theresponsibilityofprojectmanagerialstaff15.3.1PResponsiblefororganizinganddirectingtheapplicationofthisprojectandresponsibleforowner.Responsibleforestablishingprojectmanagementdepartment;manageproductionfactorneededforthisproject,suchastalent,capital,materialandequipment.Responsibleforhandlingexteriorrelationshiprelativeforthisproject.Responsibleforthecooperationrelationshipbetweencontractorandsubcontract.Overallresponsibleforquality,safety,constructionperiod,costandcivilizedconstructionofproject.15.3.2Constructorandqualityinspectorresponsibleforfieldmanagementandcooperationinthecourseofconstructionandhandleotherthingsundertheleadingofprojectmanager.Responsibleforlabormanagement,civilizedconstruction,equipmentmaintenanceandthemanagementofoperator.Responsibleforqualitymanagementandcontrolinthecourseofconstruction.15.3.3Technicianwhoarealsoinchargeofdata:Responsibleforthecoordinationandhandlingoftechnologyinthewholecourseofconstruction.Responsibleforcompilingofconstructionplan,constructiontechnologymanagementdataandstatisticsplan.Responsibleforqualityinspectionandtestdataofallsub-itemsintheprocessofconstruction;collectionandsettlingofallqualityrecordsdata;collection,settlingandpackageofconstructioncompletiondata.15.3.4PResponsibleforbuyingandcountingofsteelmembers,thecheckofmembers’markandthemanagementofpilinguparea.Responsibleforsummingup,countingandcheckofinstallmentprojectvolume.Responsiblefortheusageandmanagementofjobsitematerialsandinstallmentequipments.15.3.5PResponsibleforthesafetyinspectionandcontrolinthewholecourseofconstruction,checkthereliabilityandeffectivenessofsafetytechnologymeasurements.Responsibleforcheckingthehiddendangerofjobsiteandcompilingandcarryingoutrectificationmeasures.Superviseandcontrolsafetymeasuressuchasoperationinhighplace,edgeoperation,powercut,providingelectricityandsparkingcausedinoperationandensuretheconstructionsafetyofthisproject.16.QualityassurancesystemSupervisingProjectmanagerdept.depdepar16.1Forthequalityassurancesystem,seefollowingdiagramSupervisingProjectmanagerdept.depdeparQualitysuperviseTechnologyandqualitychiefprincipalOwnerQualitysuperviseTechnologyandqualitychiefprincipalOwnerProjectdept.andqualityprincipalProjectdept.andqualityprincipalCConstructiongroupPProcessqualityinspection發(fā)覺問題，采取糾正方法發(fā)覺問題，采取糾正方法16.2Qualityresponsibilityofmanagerialstaff:16.2.1Qualityresponsibilityofprojectmanager:Asthemostseniorleaderofproject,projectmanagershouldberesponsibleforthewholeprojectandonthebaseofguaranteeingquality,projectmanagerbalancethecompletionsituationofprogressplanandeconomiceffectivenessandurgeallothermanagerialstafftobearthe“qualityfirst”ideainmindandensuretheimplementofqualityplan.16.2.2QualityresponsibilityofpeopleinchargeofprojecttechnologyAStheexecutorofqualitycontrolandmanagementofthisproject,thepeoplewhoinchargeofprojecttechnologyshouldberesponsibleforthewholequalityworkofthisproject,suchascompilingofqualityplan,settlementandimplementofqualityassurancesystem,organizeandconvenetechnologyanalysismeeting,carryingoutofqualityresponsibilityofallmanagerialstaffandheisalsothequalityassurancemanager.16.2.3QualityresponsibilityofconstructorAstheprojectleaderwhoisresponsibleforproduction,constructorsshouldtakeconstructionqualityofprojectastheprimarytaskandshouldtakeaccountoftheimpactthatconstructiondifficultiesbringtoconstructionqualityinarrangingconstructiontasks.Innormalproductioninspection,theconstructorshouldcarryoutinspectionaccordingtoplanandguidelinebookandorganizeinternalacceptancesuchasselfcheck,mutualcheck,shiftingcheckaccordingtospecification.16.2.4Qualityresponsibilityofqualityinspector:Asthemainstaffcarryingoutoverallinspectionofprojectconstructionquality,qualityinspectorsarerequi