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ShandongTIEJUNElectricPowerEngineeringCompanyLimitedPROCEDUREFORCEILINGGIRDERDOC.NO.:JPLProject:JhajjarThermalPowerPlantREV.NO.:Client:JHAJJARPOWERLIMITEDPAGES:

PROCEDUREFORCEILINGGIRDER



Compiling:Date:
Checking:Date:
Approving:Date:
No.ApprovingDate1.2.3.
1.
1.1
1.2《》
1.3《》
1.4《》（GB50205-2001）
1.5《》()（DL5009.1-2002）1.6《》（2002edition）
1.7
2.Project

Roofsteelstructurecombinebyceilinggirder,secondarybeamandsurfacesupport,comeintoarigidsurface.ForhereadoptA,B,C,D,Efourrowceilinggirder,thelengthofspanis28m,Aceilinggirderdivideinthreeparts,Eceilinggirderdivideintotwoparts,themainceilinggirderofB、C、Dhaveabigcapacity、widenessspanmore,adoptthestoplogstyle.
3.
Name×wide×length1A-110485×1810×5005875.35KG22A-26984×1800×4003410.5KG13Bupper28860×3600×120069363.5KG14Blower28860×2000×120051590.1KG15Cupper28880×3600×160083182.9KG16Clower28880×2000×160063251KG17Dupper29140×4000×1800129289.3KG18D29140×2000×1800101037.9KG19E13973×3500×70020593.1KG24.
remark2010.05.23～2010.06.10
5.5.1．Constructionscheme
、C、B5.2Theconstructionworkprefaceflowchart
Constructionpreparation


Lineationonthefurnaceroofsteelstructure


Ceilinggirderandsecondarybeaminstall

Totallineationforsteelstructure




Number：001
1.2.Forexample,softladder,levelrope,lifeline&scaffold.Number：002
1.2.1.1.Installthelineationcompleteandleadeachlongitudinal,horizontalcenterlinetoontheside.2.3.4.Number：003
1.2.1.IthasthreepiecesofceilinggirderforHrow.A-1beamweightis5.87t.A-2beamweightis3.4t.itissamemeasureforitliftingwithnormalbeam.Itcanbeliftedby75ttowercrane.2.3.
1、
85%，66t,47.15t,andloadingrate71.5%.1.350tcrawlercraneadoptmainarm72m+assistantarm42m+SWSLworkcondition,itisforbidtoworkinminiworkscope.
2.Shackle,slingandladderandsoon,allthetoolsforerectionweightis4t.
SlingadoptonepairofФ50（6×30+1pieceofsteelcore）andonepairofФ50（6×30+1pieceofsteelcore）。
DetailswillbeshowyouinaccessoriesdrawingNo1.4.Cceilinggirdererection1.Clowerceilinggirderweightis67.25t,upperceilinggirderweightis83.2t.
2.
3.TheCupperceilinggirderadopt3