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1、breakinglength,shortbreak,minimizelapsplicesinordertosavesteel.3.6blankinglengthofsteelbaraccordingtothecomponentsize,thickness,bendinglengthandhooktoincreasetheadjustmentvaluerequirementsintoconsideration.3.7bendingrebarbendingmachines.Process:preparatorywork--dash-bending.Dashu
2、nderdifferentbendinganglebendingadjustmentsofdeductions;attheendpartwithsemicircularbendhook,thesecantlength0.5d(disdiameter),crossedfromthesteellinetothesides.4barsbeforeyoubindingreinforcementtieearnestlyfamiliaritywithdrawingpaper,checkthefeedtableanddesignisconsistent,careful
3、lycheckthenumberofblanksize,shape,andmaterialtablematch,checktherearfasteningcanbecarriedout.Φabove12bar20#galvanizedironwire,φ12followingreinforcement22#galvanizedironwirebandingbanding.4.1theFoundationbeamsandreinforcementofwaterproofplate:⑴bindingorder:cable→inkpop-uppanels,be
4、ams,walls,markedwithpaint,model,pitch→wearsteeland...A5steelengineeringqualitystandardsteelprocessingShiitssizeallowsdeviationmustmeetXiatablerequirements:steelprocessingShiallowsdeviationandtestmethodprojectallowsdeviation(mm)testmethodbyforcesteelShunlengthdirectionfulllengthof
5、netsize±10rulercheckbentupsteelofbentfoldinglocation±20rulercheckhoopreinforcedofwithinnetsize+5rulerchecksteelinstallationShi,byforcesteelofvarieties,andlevel,andspecificationsandnumbermustmeetdesignrequirements.Steelinstallationlocationofallowsdeviationandtestmethodprojectallow
6、sdeviation(mm)testmethodlashingsteelnetworklong,andwide±10rulercheckmeshsize±20rulervolumecontinuousthreedocument,takemaximumvaluelashingsteelskeletonlong±10rulercheckwide,andhigh±5rulervolumeends,middletheis,takemaximumvaluebyforcesteelspacing±10rulercheckrowfrom±5rulercheckcove
7、rthicknessbased±10rulercheckcolumn,andbeam±5rulercheckBoard,Andwall,andShell±3rulerchecklashinghoopreinforced,andhorizontalsteelspacing±20rulervolumecontinuousthreedocument,takemaximumvaluesteelbentbeginninglocation20rulercheckpreburiedpiecescenterlinelocation5rulerchecklevelhigh
8、poor+3,0rulerandfeelerchecknote:①checkpr
