临时设施施工方案ENGLISH.docx

临时设施施工方案ENGLISH.docx

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临时设施施工方案ENGLISH

04-上海-IIP-SHF-001

1.TemporaryFacilityPlan

NanjingChemicalIndustryGroupConstructionCompany

October21,2004

TableofContents

I.Introduction3

II.Reference4

III.ConstructionPreparation5

IV.WorkSequence5

V.ConstructionMethodandTechnicalSpecification5

VI.QualityManagement6

VII.HSEMANAGEMENT8

VIII.Managementofconstructionschedule12

I.Introduction

TemporaryfacilityconstructionasthefirststagetheCompanyentersintoIIPisofsignificance,forwhichthisPlanispreparedtoapplypermanentworkconstructionrequirementtothistemporaryfacility.

1、TemporaryFacilityconsistsofthefollowing:

A、ConstructionofaOfficeBuilding36M×15M,withthefollowingdetailedspecifications:

⑴、IndependentFoundationfooting400×400×250，14pieces.

⑵、ConcreteGroundFlooring,C15,THK120,withcushionofcrushedstone,THK80,and2EpoxyCoatingsonFloor

⑶、Superstructurewillbeoflightgaugedsteelstructure.Columnandrooftrusswillbefabricatedby20#C-ShapedSteel.Purlinwillbeof14#C-shapedSteel,withspanof15m（C-shapedSteel,2anti-corrosionundercoatingsand2topcoatings）.Enclosuresystemwillbeofcladdingpanel（RoofPanelwillbe100MMTHK,ExternalWall75MM,InternalWallandoverhangingeave50MM）,withsteelsheetingTHK0.3MM.（TCwillprovideTeamIIPdetailedDWGforapprovalpriortoconstruction.）

⑷、Falseceilingwillbeoflightgaugedsteelframework,withGypsumceilingpanel（Armstrong®）

⑸、Steelwindowwithplasticcoatingandsteelpaneldoor

B、ConstructionofaWarehouseBuilding42M×30M（2spans,15mforeachspan）,withthefollowingdetailedspecifications:

1、IndependentFootings400×400×250,16piecesand700×700×250,8pieces.

2、ConcreteGroundFlooring,C15,THK100,withcushionofcrushedstone,THK80.

3、Superstructurewillbeoflightgaugedsteelstructure.Sidecolumnandrooftrusswillbefabricatedby20#C-shapedSteel.CentralColumnwillbefabricatedby25#C-shapedSteel.Purlinwillbeof14#C-shapedSteel,withspanof15m（C-shapedSteel,2anti-corrosionundercoatingsand2topcoatings）.Enclosuresystemwillbeofsteelsheeting.Wallpurlinwillbeof12#C-shapedSteel（includingroofpanelandwallpanel.Overhangingeavespanelwillbe50MMTHK）,withsteelsheetingTHK0.5MM.（TCwillprovideTeamIIPdetailedDWGforapprovalpriortoconstruction.）

4、Steelwindowwithplasticcoatingandsteelpaneldoor

C、ConstructionofaWorkshop（36×15m）,withthefollowingspecifications:

⑴、IndependentFootings400×400×250,10pieces.

⑵、ConcreteGroundFlooring,C15,THK100,withcushionofcrushedstone,THK80.

⑶、Superstructurewillbeoflightgaugedsteelstructure.Columnandrooftrusswillbefabricatedby20#C-shapedSteel.Purlinwillbeof14#C-shapedSteel,withspanof15m（C-shapedSteel,2anti-corrosionundercoatingsand2topcoatings）.Enclosuresystemwillbeofsteelsheeting.Wallpurlinwillbeof12#C-shapedSteel（includingroofpanelandwallpanel.Overhangingeavespanelwillbe50MMTHK）,withsteelsheetingTHK0.5MM.（TCwillprovideTeamIIPdetailedDWGforapprovalpriortoconstruction.）

（4）Steelwindowwithplasticcoatingandsteelpaneldoor

D、PowerDistributionforTemporaryFacilities

TemporaryFacilitieswillbeprovidedwitha150KWdieselgenerator,aswellaspowerdistributionpanelforlightingpowerandconstructionpowerdistribution.Powerdistributionpanelwillbeproperlyearthed.Thefeederwillbeof3-phase-5-linesystem.Officebuildingwillbeprovidedwith2lightingpanels,forindoorlightingandpoweroutlet.Lightingfixturewillbebuilt-ingratingfluorescent,withgroupingcontrol.（Fordetails,seelightingpowerdistributionDiagraph）.

II.Reference

GB50202-2002ConstructionAcceptanceCodeforBuilding’sFoundation

GB50203-2001ConstructionAcceptanceCodeforMasonryWork

GB50204-2001ConstructionAcceptanceCodeforConcreteStructureWork

GB50205-2001ConstructionAcceptanceCodeforSteelStructureWork

GB50209-2002ConstructionAcceptanceCodeforBuilding’sFlooring

GB50300-2001BuildingConstructionUniformAcceptanceCode

ConstructionDWGforTemporaryFacility

III.ConstructionPreparation

TCwill,asperTEAMIIP’sregulation,provideafulltimeexperiencedandqualifiedsafetysupervisorforevery30workers,forpropersafetymanagement.

Constructionequipmentandtoolswillbepreparedincluding:

temporarypowersupplyanddistribution,crane,welder,liftingcageandotherappropriateandqualifiedfacilities,toolsanddevices.Alltoolsandequipmentshall,beforebroughtintosite,befullyinspected.Detailedrecordshallbeestablishedforthesequalifiedequipment.ConstructiontoolsandequipmentshallbeinspectedandapprovedbyattachingcertificatetagbyTeamIIPbeforemovedintosite.Equipmentoperatorsshallreceivetrainingandfamiliarizeequipmentperformance,operationandsafetytechnology.OperatorsshallhaveCertificateforOperation（orCopy）atanytime.

IV.WorkSequence

TemporaryFacilityconstructionwillbedividedintothefollowing2stages:

Stageone:

OfficeBuilding.FoundationandFlooringwillbefromOct18,2004toOct26,2004.StructuralsteelprefabricationwillbefromOct18,2004toOct28,2004.SteelerectionisscheduledtostartonOct31,2004andfinishonNov8,2004.

Stagetwo:

WorkshopandWarehouse.FoundationandFlooringwillbefromNov6,2004toNov20,2004.StructuralsteelprefabricationwillbefromNov8,2004toNov18,2004.SteelerectionisscheduledtostartonNov15,2004andfinishonNov29,2004.

V.ConstructionMethodandTechnicalSpecification

SurveytheareathatTeamIIPgrantedtoestablishthetemporaryfacilityandmakesitepreparationbybulldozer.Steelpipestakewillbesetupforevery2matperipheralforfencingestablishment.

Forlimitedconcretework,readymixedconcretewillbecumbersometouse.Anappropriateareawillbeselectedformanualconcretemixing.Readymixedconcrete,approvedbyTeamIIP,willbeusedforlaterlargeconcretepouring.

WorkProcessforGroundFlooringandFoundation:

FieldCompacting——FormErection——ConcretePouring——ConcreteCuring

WorkProcessforSteelStructureErection:

SteelColumnErection——PurlinandBeamErection——RoofingSystemErection——WallSystemErection——RainwaterPipeandDoor&WindowErection——EntireInspection——Acceptance——Cleanup

Forthesakeofprogress,A25tonnageratedcranewillbeusedformaterialoffloading,steelassemblyandlifting.

Scaffoldingshallbeproperlyestablishedforanyerectionworkatelevationover2m.Steelfittershallproperlyuseharnessbyattachingthehooktoafirmandreliableobject.

VI.QualityManagement

QualityRequirement

A．Makepreparationsforconstructioninaccordancewithrequirements

（1）Givesafetyandtechnologyorientationbeforeconstruction;

（2）ProposequalityinspectionpointsandsubmittoIIPandownertoreviewandapprove.Reinforcethemanagementofspecialdisciplineandinspectthequalitycontrolpointsduringtheconstructionpreparationstage.

B.Controlonthecourseofconstruction

（1）Reinforcethemanagementofmaterial,semi-finishandequipments;disqualifiedmaterialandequipmentsshallnotenterthesite;materialatsiteshallbeclassifiedbytaggingandstackedinorder.

（2）.Strengthentheorganizationandcoordinationatsiteandensuretheinstructionisimplementedimmediately.

（3）.Reinforcesupervisionandinspectionoverconstructionteamstoensurequalifiedworkisdoneforthesakeofprojectquality.

（4）.Reinforcethemanagementandcontrolofworksequencetoimplementqualitypre-control.Toproceedtosubsequentworksequenceafterpreviousworkiscompleted.Performstrictlythree-levelABCqualitycontrolpointstoconfirminspectionworkandensurejoint-inspectionprogresssmoothly.

（5）.Siteenvironmentinaccordancewithrequirements.

（6）.Filloutqualityrecordsinaccordancewithrelevantregulationsandcriterionandkeepthemexactandclear,qualityrecordsshallbefilledbyinspectorandreviewedbyqualityengineer.

（7）.Themanagementofsiteequipmentsandmeasurementequipmentsshallbeimplementedasperrelevantprovisions.

C.Thequalitycontrolofpostconstruction

Inspectcarefullyandreviewconstructionworkbeforethecompletionandensureproperhandover.

D.Inspectionandtest

1.Inspectandtestallworkhavingbeendoneonsiteandoffsite,includingmaterial.

2.Concretetestwillbeperformedbyqualifiedcivillab,aswellasqualifiedNDEinstitute.

3.OnlyInspectionInstitutewithpertinentqualificationcertificateshallassumespecialtest.

4.Supervisionandmeasurementofprocedurequalitycontrolpoints:

procedurequalitycontrolpointsincludingself-inspection,disciplineinspection,coveredworkinspection,procedurehandoverinspectionandjointinspection,etc.eachinspectionresultshallbefilledintheinspectionrecord,priortocoveredworkandaftertheHoldPoint（A）,WitnessPoint（B）programfinished,Companymustreviewandapprovetosignature,thenmakecoveredworkandshifttothenextprocedure.Givenoticetothecontractorpriortocountercheck,theaheadnoticetimeseethefollowingchart:

Concretecastingoneday

Buildingsacceptanceinspectionstwodays

BoltTighteningFourhours

Othertests/inspectionsTwohours

E.QUALITYRECORDS

CheckandhandoverconstructionqualityrecordinaccordancewithhandoverrecordmanagementrequirementstipulatedbyIIP.

Priortoconstruction,contractorshallprepareasetofturnoverforms,reviewedbyIIP,toconfirmtheformatofturnoverrecordformsandfilloutthemaccordingtoascertainedturnoverrecord,ifchangeable,nottouse