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1、breakinglength,shortbreak,minimizelapsplicesinordertosavesteel.3.6blankinglengthofsteelbaraccordingtothecomponentsize,thickness,bendinglengthandhooktoincreasetheadjustmentvaluerequirementsintoconsideration.3.7bendingrebarbendingmachines.Process:preparatorywork--
2、dash-bending.Dashunderdifferentbendinganglebendingadjustmentsofdeductions;attheendpartwithsemicircularbendhook,thesecantlength0.5d(disdiameter),crossedfromthesteellinetothesides.4barsbeforeyoubindingreinforcementtieearnestlyfamiliaritywithdrawingpaper,checkthefe
3、edtableanddesignisconsistent,carefullycheckthenumberofblanksize,shape,andmaterialtablematch,checktherearfasteningcanbecarriedout.Φabove12bar20#galvanizedironwire,φ12followingreinforcement22#galvanizedironwirebandingbanding.4.1theFoundationbeamsandreinforcementof
4、waterproofplate:⑴bindingorder:cable→inkpop-uppanels,beams,walls,markedwithpaint,model,pitch→wearsteeland...A5steelengineeringqualitystandardsteelprocessingShiitssizeallowsdeviationmustmeetXiatablerequirements:steelprocessingShiallowsdeviationandtestmethodproject
5、allowsdeviation(mm)testmethodbyforcesteelShunlengthdirectionfulllengthofnetsize±10rulercheckbentupsteelofbentfoldinglocation±20rulercheckhoopreinforcedofwithinnetsize+5rulerchecksteelinstallationShi,byforcesteelofvarieties,andlevel,andspecificationsandnumbermust
6、meetdesignrequirements.Steelinstallationlocationofallowsdeviationandtestmethodprojectallowsdeviation(mm)testmethodlashingsteelnetworklong,andwide±10rulercheckmeshsize±20rulervolumecontinuousthreedocument,takemaximumvaluelashingsteelskeletonlong±10rulercheckwide,
7、andhigh±5rulervolumeends,middletheis,takemaximumvaluebyforcesteelspacing±10rulercheckrowfrom±5rulercheckcoverthicknessbased±10rulercheckcolumn,andbeam±5rulercheckBoard,Andwall,andShell±3rulerchecklashinghoopreinforced,andhorizontalsteelspacing±20rulervolumeconti
8、nuousthreedocument,takemaximumvaluesteelbentbeginninglocation20rulercheckpreburiedpiecescenterlinelocation5rulerchecklevelhighpoor+3,0rulerandfeelerchecknote:①checkpr
