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forcedconcretestructurereinforcedwithanoverviewReinSincethereformandopeningup,withthenationaleconomy'srapidandsustaineddevelopmentofareinforcedconcretestructurebuilt,reinforcedwiththedevelopmentoftechnologyhasbeengreat.Therefore,topromotetheuseofadvancedtechnologyreinforcedconnectingtoimproveprojectqualityandspeedupthepaceofconstruction,improvelaborproductivity,reducecosts,andisofgreatsignificance.Reinforcedsteelbarsconnectingtechnologiescanbedividedintotwobroadcategorieslinkingweldingmachineryandsteel.Therearesixtypesofweldingsteelweldingmethods,andsomeapplytotheprefabricatedplant,andsomeapplytotheconstructionsite,someofbothapply.Therearethreetypesofmachinerycommonlyusedreinforcementlinkingmethodprimarilyapplicabletotheconstructionsite.Wayshasitsowncharacteristicsanddifferentapplication,andinthecontinuousdevelopmentandimprovement.Inactualproduction,shouldbebasedonspecificconditionsofwork,workingenvironmentandtechnicalrequirements,thechoiceofsuitablemethodstoachievethebestoverallefficiency.1、steelmechanicallink1.1radialsqueezelinkWillbeasteelsleeveintwosetstothehighly-reinforcedDepartmentwithsuperhighpressurehydraulicequipment(squeezetongs)alongsteelsleeveradialsqueezesteelcasing,insqueezingouttongssqueezepressureroleofasteelsleeveplasticitydeformationcloselyintegratedwithreinforcedthroughreinforcedsteelsleeveandWangLiang'sPositionwillbetwosolidsteelbarslinkedCharacteristic:Connectintensitytobehigh,performancereliable,canbearhighstressdrawandpigeonholetheloadandtiredloadrepeatedly.Easyandsimpletohandle,constructionfast,saveenergyandmaterial,comprehensiveeconomyprofitable,thismethodhasbeenalreadyalargeamountofapplicationintheproject.Applicablescope:SuitableforⅡ,Ⅲ,Ⅳgradereinforcingbar(includingweldingbadreinforcingbar)withribbingofФ18-50mm,connectionbetweenthesamediameterordifferentdiametersreinforcingbar.mustsqueezelinkExtrudersusedinthecovers,reinforcedaxisalongthecoldmetalsleevesqueezededicatedtoinsertsleeveLanetwohotrollingsteeldrumsintoahighlyintegratedmechanical