Umtshini weHydraulic Grip
Inkcazelo emfutshane:
I-Hydraulic Grip Machine GKY1000 IParameter yoMshini oyipharamitha engundoqo imodeli ye-GKY1000 i-GKY1000 Gripping Force (Ton) 1000 Max Gripping Range (mm) I-65 Control System ephezulu - ulawulo lwamanani oluchanekileyo Ukwandiswa kwamandla (mm) +25 Ixesha elinye lokubamba (S) 8 Motor Power (KW) ) I-11 Foot Pedal Standard Equipment Mechanical Limit Mechanical Device Optional Dimension(mm)L*W*H 1200*1850*1990 Net.Weight (KG) 7500 ifoto yomatshini Amacandelo aMalungu aMalungu: UkuGqiba Dies (Iziqwenga ezi-8 ngeSeti) Rebar Splic...
Umtshini weHydraulic GripGKY1000
IParameter yoMatshini
Imodeli yepharamitha ephambili | GKY1000 |
Amandla okubamba (iToni) | 1000 |
Uluhlu lokubamba oluKhulu (mm) | 65 |
Inkqubo yokulawula | phezulu - ulawulo lwamanani oluchanekileyo |
Ukwandiswa kwamandla(mm) | +25 |
Ixesha lokubamba elinye (S) | 8 |
Amandla eMoto (KW) | 11 |
I-Pedal yeenyawo | Izixhobo ezisemgangathweni |
Isixhobo soMda weMechanical | Ukhetho |
Ubungakanani(mm)L*W*H | 1200*1850*1990 |
Umnatha.Ubunzima (KG) | 7500 |
Ifoto yomatshini
Amacandelo Angundoqo:
Ukubamba Ukufa (Amaqhekeza asi-8 ngeseti nganye)
Rebar Splice Hydraulic Grip Technology
1. Intshayelelo
Hebei Yida Anti Impact Rebar Coupling inkqubo yinkqubo rebar mechanical splicing, mawenziwe umgangatho ophezulu ingxubevange yentsimbi.Sele idlulise uvavanyo lwe-Speed Speed Tensile ye-Anti impembelelo ekhawulezileyo yiJamani yaseBerlin BAM Laboratory.Isetyenziswe ngokubanzi kwiindawo apho kufuneka umgangatho ophezulu wokuchasana nempembelelo.Umkhono we-coupler uya kuhambelana ngokufanelekileyo kunye ne-rebar nge-deformation ebandayo edibeneyo kwisicelo, kwaye i-couplers ezimbini ziya kudibaniswa ne-bolt yamandla aphezulu.
Ngaba izixhobo eziyimfuneko Anti Impact Rebar Coupling System.
Izinto eziluncedo ezikhethekileyo:
(1) I-rebar nganye idityaniswe yi-swaged ebandayo kunye ne-coupling, yayicutshungulwa ngumatshini omkhulu we-hydraulic we-tonnage kunye ne-mold ekhethekileyo yokwahlula ukuqinisekisa umgangatho ophezulu kunye nokuthembeka kwe-radial deformation swage.
(2) Ucinezelo lwebhondi yomkhono weRebar wenziwa phambi koqhagamshelo lwesiza ukugcina ixesha elixabisekileyo lendawo.
(3) Imikhono emibini idityaniswe ngebholiti ephezulu, umgangatho uqinisekisiwe.
(4) Ukufakela kwisiza kulula kwaye kuyakhawuleza, nakwiikheji ezixineneyo.Akukho kuhlolwa kweX-reyi efunekayo kwaye ukufakela kunokwenziwa kuyo nayiphi na imeko yemozulu.
(5) Akukho kusikwa komsonto, akukho mfuneko yobushushu okanye ubushushu bangaphambili kwi-rebar, ngenxa yoko i-rebar igcina iimpawu zayo zangaphambili emva kwe-splice.
(6) Inkqubo yokudibanisa i-yida ACJ rebar ime inzima okanye uxinzelelo olupheleleyo kunye nemeko yoxinzelelo olupheleleyo.