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1、forcedconcretestructurereinforcedwithanoverviewReinSincethereformandopeningup,withthenationaleconomy'srapidandsustaineddevelopmentofareinforcedconcretestructurebuilt,reinforcedwiththedevelopmentoftechnologyhasbeengreat.Therefore,topromotetheuseofadvancedtechnologyreinforcedconnectingtoimproveproje
2、ctqualityandspeedupthepaceofconstruction,improvelaborproductivity,reducecosts,andisofgreatsignificance.Reinforcedsteelbarsconnectingtechnologiescanbedividedintotwobroadcategorieslinkingweldingmachineryandsteel.Therearesixtypesofweldingsteelweldingmethods,andsomeapplytotheprefabricatedplant,andsome
3、applytotheconstructionsite,someofbothapply.Therearethreetypesofmachinerycommonlyusedreinforcementlinkingmethodprimarilyapplicabletotheconstructionsite.Wayshasitsowncharacteristicsanddifferentapplication,andinthecontinuousdevelopmentandimprovement.Inactualproduction,shouldbebasedonspecificcondition
4、sofwork,workingenvironmentandtechnicalrequirements,thechoiceofsuitablemethodstoachievethebestoverallefficiency.1、steelmechanicallink1.1radialsqueezelinkWillbeasteelsleeveintwosetstothehighly-reinforcedDepartmentwithsuperhighpressurehydraulicequipment(squeezetongs)alongsteelsleeveradialsqueezesteel
5、casing,insqueezingouttongssqueezepressureroleofasteelsleeveplasticitydeformationcloselyintegratedwithreinforcedthroughreinforcedsteelsleeveandWangLiang'sPositionwillbetwosolidsteelbarslinkedCharacteristic:Connectintensitytobehigh,performancereliable,canbearhighstressdrawandpigeonholetheloadandtire
6、dloadrepeatedly.Easyandsimpletohandle,constructionfast,saveenergyandmaterial,comprehensiveeconomyprofitable,thismethodhasbeenalreadyalargeamountofapplicationintheproject.Applicablescope:SuitableforⅡ,Ⅲ,Ⅳgradereinforcingbar(includingweldingbadreinforcingbar)withribbingofФ18-50mm,connectionbetweenthe
7、samediameterordifferentdiametersreinforcingbar.1.2mustsqueezelinkExtrudersusedinthecovers,reinforcedaxisalongthecoldmetalsleevesqueezededicatedtoinsertsleeveLanetwohotrollingsteeldrumsintoahighlyintegratedmechani