SMPCMS002addWord格式.docx
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SMPCMS002addWord格式.docx
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SMPCMS002addcontent1.Scope12.steelmembersMaterialsandequipmmnets13Mainconstructionequipmentandinstrumentslist34.workprogress45.QA/QCandworkmanship76.theintegralconstructionstatements127.Safety,healthandenvironmentalprotection121.ScopeThisstatementshallbrieflycoverthefollowingitemsofwork.1.1theliftingofsteelstructureandfurnaceshell1.2Installationofsteelstructureandfurnaceshell(riggingstudy)1.3measurementandcalibrationofsteelstructureandfurnaceshell1.4fixingofsteelmemberandfurnaceshell2steelmembersMaterialsandfurnaceshellThetermsofreferenceshallpursueandcomplywiththecontractdemandwhichcomprisesofbutarenotlimitedtothespecifications,standards,drawings,etc.structuralsteel2.1StructuralsteelshallcomplywithBSEN10025:
@#@1993/2004(S355JR)S275JR/S55JRunlessotherwisespecifiedontheDrawings.Allothersectionsi.e.angles,channels,.plate?
@#@Hollowsection?
@#@Steelsurfacegrade?
@#@Steelplate2.2Dimensions,weightsandpermissiblevariationsofhotrolledsteelssectionsshallcomplywithBS4848.Allstructuresteel(primary)materialshallbereceivedalongwithMillTestCertificatesfromthemanufacturer.Allmaterialsshouldbefreefromsurfacedefectssuchassegregation,cracks,andlaminationsandpittingBolts2.3.1Highstrengthfrictiongripbolts,nutsandwashersshallcomplywiththerequirementsofBS4395Part1.Allmaterialstestcertificateswillbeverifiedthatchemicalandmechanicalpropertiesforcompliancewiththerelevantstandards.2.3.2Blackbolts,screwsandnutsshallcomplywiththerequirementsofBS4190;@#@washersshallcomplywithBS4320.2.3.3Unlessotherwisespecified,allboltsshallbeGrade8.8toBS4190,hotdippedgalvanised.furnaceshell2.4beforethefurnaceshellinstallation,Shouldtoobtaintheemployersacceptance,qualifiedrearcanbeinstalled.HANDRAILING2.5.1AllhandrailingmustconformtoUniformBuildingby-Laws,goodengineeringpractices,andmanufacturersspecification.2.5.2Handrailsandstanchionstobeofgalvanizedmildsteeltubularconstruction.Handandkneerailtubestobe33.5mmdiameterandhavewallthickness2.5mm.OPENGRATE,EXPANDEDMETALANDSOLIDPLATEFLOORING2.6.1FloorpanelsandtreadstobeRS40(orMalaysianequivalentapprovedbytheEmployer)typegrating(positivenonsliptopfinish)with40x40openingsand30x4.5bearerbars,galvanized.2.6.2PlatethicknessonPlain,ChequerorVastrapplateusedforflooring,shallhaveamaximumthicknessof6mm2.6.3ExpandedmetalflooringwillbeWebforgeorequivalentWeldingConsumablesAllweldingtobeinaccordancewithAWSD1.12.7.1WeldingconsumablesusedinmetalarcweldingofgradesofsteelcomplyingwithBS4360shallcomplywithBS5135.Allweldingtobecarriedoutwithapprovedweldingprocedures2.7.2WeldingconsumablesandtheproceduresusedshallbesuchthatthemechanicalpropertiesofthedepositedweldmetalshallnotbelessthantherespectiveminimumEnsuretheweldingisfreefromundercuts,slag,spatters,cracks,priorsity,soscontinuities&@#@sufficientleglengthsaccordingtoAWSD1.Allfilletweldsshallbecontinuousandhaveasmoothconvexshapeareminimumceuinleglengthunlessotherwisespecified.2.7.3Electrodesshallbestoredandkeptunderdryconditionsandanyelectrodewhichhasbecomedamagedbymoistureshallnotbeusedunlessitisstatedbythemanufacturerthatwhentheelectrodeisproperlydriedthereremainsnodetriment.Anyelectrodewhichhaspartofitsfluxcoatingbrokenawayorisotherwisedamagedshallbediscarded.WeldingelectrodesshallcontinuetoAWSD1.13MainequipmentandinstrumentslistOverallmanpowerplanning?
@#@Welderlist.WelderQualificationTestincludingtheWeldingProceduresSpecification.Anycutting,drillingorpunchingmachine?
@#@Forklift?
@#@SlingorBoomlift?
@#@Installationsurfaceshallbefreefromdirt,dust,oil&@#@grease.itemmachinerymodelqualitynote1Mobilecrane50T1Firstfloor2Mobilecrane100T13portalcrane30T14Towercrane7.5T1Thefarthestdistancelifting5Platformlorry26Electricweldingmachine500A27sling48Monkeywrench49Steelwireropesome10Clampring1211Electricwrench412Anglegrinder213jack25T214Handdriveblock3T215Kickingstrap2016Totalstation117Surveyorslevel24.workprogress4.1constructionprophasepreparation1)Drawingreview2)personnelserioussafetytechnicaldisclosureshallbedoneaccordingtotheinstructionsofconstructionbeforework,andmakerecords.3)preparequalifiedmeasuringinstruments.4)preparedwiththeconstructionmechanical.5)todoagoodjobofcleaningandlevelingatsite.6)accordingtothesurveycontrolnet,measureandsetaxispositionofplant,benchmarkelevationpoint,andthere-inspectionshallbequalifiedbythequalityinspectiondepartment.7)checkallthemachinerybeforeworktoensuremachineryisingoodcondition.8)cleantheroadforcranebeforetheconstructiontoensureaccessibility.9)organizedaspecialtypeofworkpersonnelstrainingwork,makesuretheyworkwithcertificates.4.24.2.1Steelworkshallnotbesubjecttoroughhandling,shockloadingordroppingfromaheight.4.2.2Duringhandlingandtransportofcoatedsteelwork,thesteelworkshallbeseparatedfromwiresandlashingsbyrubberpaddinginsuchamannerthatthecoatingsarenotdamagedordiscoloured.Freeendsshallbestiffened,measuresshallbetakentopreventpermanentdistortionandmachinedsurfacesshallbeprotected.4.2.3Rivets,bolts,nuts,washers,screwsandsmallplatesandarticlesshallbepackedincontainersmarkedtoidentifythecontents.4.2.4Steelworkshallbestoredoffthegroundonlevelsupportsinwelldrainedareasinamannerwhichwillnotresultindamage,deformationorcontaminationtothesteelworkorcoatings.Dunnageshallbeplacedbetweensteelworkwhichisstacked.4.2.5Coveredplacesinwhichsteelworkisstackedshallbeventilated.4.2.6Differenttypesandsizesofsteelworkshallbestoredseparately.4.2.7SteelworkshallnotbestoredonoradjacenttoconcretesurfaceswhichformpartofthePermanentWorks.4.3Duringliftingandtransportation,payattentiontoprotectcomponentsandequipmenttoavoiddamages.Notethattoprotectcomponentsanticorrosivepaint,topreventthedeformationbyexternalforces.Protectivepackagingofequipmentshallnotbetakendownuntiltheendmoment.Counttherecordduringtheprocessofshipping,toavoidthelossoftheobject.4.44.4.1Thesteelworkerectionsequenceshallbeproposedandsubmittedtothedesignengineerforapprovalbeforeanyerectionworkscommence.Theproposedsteelworkerectionshallbesubmitted5dayspriortotheerection.4.4.2Steelworkshallbesecuredinpositionbytemporarysupportsandfasteningsuntilsufficientpermanentconnectionsarecompletetowithstandtheloadingsliabletobeencounteredduringerection.Thetemporarysupportsandfasteningsshallbecapableofwithstandingloadingswhichmaybeencounteredduringerectionandshallnotdamagethesteelworkortheprotectivecoatings.4.4.3Driftpinswillbeallowedonlyforbringingtogethertheseveralpartsofthestructures,andshallnotbeusedinsuchawayastodistorttheworkorenlargetheboltholes.4.4.4Steelworkshallbeerectedinsuchamannerthatthealignmentandlevelsofthesteelworkcomplywiththetolerancesstatedherein;@#@allowanceshallbemadefortheeffectsoftemperatureonthesteelwork.4.4.5CompletesectionsofthevarioussteelstructuresasmaybedirectedbytheContractorshallbeerectedinthefabricatorsworks,tochecktheaccuracyandinterchangeabilityofthework.Thistemporaryerectionshallbecarriedoutpriortotheapplicationoftheprotectivecoating.4.4.6Measuresshallbetakentoensurethatthesteelworkwillremainstablebeforetemporarysupportsandfasteningsareslackenedorremovedforlining,Ievelling,plumbingorotherpurposes.Thetemporarysupportsandfasteningsshallbere-tightenedorreplacedassoonastheadjustmentsarecompleteandattheendofeachcontinuousperiodofworking.4.54.5.1Permanentconnectionsshallbemadeassoonasasufficientportionofthesteelworkhasbeenlined,Ievelledandplumbed.Temporarysupportsandfasteningsshallbereplacedbypermanentconnectionsprogressivelyandinsuchamannerthatthepartsconnectedaresecurelyrestrainedinthealignedpositionatalltimes.4.5.2Baseplatesforsteelworkshallbeheldfirmlyinthesetpositionduringfixing.Boltsandnuts,includingthethreads,shallbeprotectedagainstdamage,corrosionandcontamination.4.5.3Thematerial,size,positionandcoverofpacks,shimsandothersupportingdevicesforsteelworkwhicharetobeembeddedshallbeasapprovedbytheContractor.4.5.4Holesshallbedrilledaccuratelytotemplate.BurrsandarisesshallberemovedfromtheedgesofholesbeforethepartsareassembledandholesshallnotbepunchedwithoutthepriorapprovaloftheContractor.4.5.5Thediametersofholesforboltsshallnotexceedthesizeofeachboltunderitsheadbymorethan2mmunlessotherwiseapproved.4.5.6Allboltsshallbeprovidedwithwashersunderthenuts,andwashersshallbetaperedintheinsidesofflangesofstructuralsteelsectionswherenecessary.Inallcasesboltsshallprojectnotlessthan2mmthroughthenutaftertighteningup,andnotmorethan25mm.4.6WeldingconsumablesusedinmetalarcweldingofgradesofsteelcomplyingwithBS4360shallcomplywithBS5135.4.7InstallationStandard4.7.1Handrailtubingmustbecontinuousandsmooth.Allcornersandbendsmustbesuitablyradiused.Standardbendsmustbeusedwhereeverpossible).Allslipjointsmustbeweldedandweldbendsmusthaveasmoothfinish.Tubingmustbefixedbytackweldingtouprightsasnecessarytoeliminatemovement.Coldgalvanisi
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