Ukuqiniswa kwentloko yoqhagamshelo lomatshini ngokomgaqo woyilo lohlulweⅠ, Ⅱ, Ⅲkumanqanaba amathathu. Ukudibanisa kuya kuba namandla kunye nokuguqulwa.Imilinganiselo yomgangatho wesivuno kunye nomthamo we-tensile we-joints ayiyi kuba ngaphantsi kwe-1.10 amaxesha omgangatho wexabiso lemveliso kunye nomthamo we-tensile we-reinforcement edibeneyo. Ngokwebakala kunye nokusetyenziswa kwayo, i-joint iya kugqiba izinto zokuhlola ezihambelanayo kwiipropati ezahlukeneyo ezifana nokusebenza kwe-unidirectional tensile, uxinzelelo oluphindaphindiweyo oluphindaphindiweyo lwe-tensile, i-deformation enkulu ephindaphindiweyo yoxinzelelo lwe-tensile, ukumelana nokukhathala kunye nokumelana nokushisa okuphantsi.

Ngokomahluko kumandla okuqina, ukuqina okuphindaphindiweyo kunye nokusebenza ngokucinezelayo phantsi koxinzelelo oluphezulu kunye nokuguqulwa okukhulu, ibakala lamalungu lahlukile:
Ⅰ, Amandla okuqina adibeneyo angekho ngaphantsi kokudityaniswa kwentsimbi yokwenyani yamandla okanye amaxesha angama-1.10 amaxabiso asemgangathweni wentsimbi, kwaye ine-ductility ephezulu kunye noxinzelelo oluphindaphindiweyo kunye nokusebenza koxinzelelo.
Ⅱ, Amandla okuqina okudibeneyo akakho ngaphantsi kwexabiso eliqhelekileyo lamandla entsimbi edibeneyo, kwaye ine-ductility ephezulu kunye noxinzelelo oluphindaphindiweyo kunye nokusebenza koxinzelelo.
Ⅲ, Amandla adibeneyo ahlangeneyo angekho ngaphantsi kwe-1.35 amaxesha adityanisiweyo amaxabiso asemgangathweni omgangatho wokuvelisa amandla, kwaye ane-ductility ethile kunye noxinzelelo oluphindaphindiweyo kunye nokusebenza koxinzelelo.

Ukusetyenziswa kwamalungu omatshini aqiniweyo:
Ukubuza ukunika umdlalo opheleleyo kumandla ezakhiwo zekonkrithi eyomeleziweyo okanye iinxalenye zokwandiswa ngokudibeneyo ukufuna amanqanaba aphezulu usebenzisaⅠ or Ⅱumdibaniso;
Ulwakhiwo lwekhonkrithi eyomeleziweyo olusetyenziswayo lunyanzelisa imfuno ephezulu ye-ductility ayikho phezulu kodwa kumalungu adibeneyo, amkeleⅢizihlanganisi.
Thumela umyalezo wakho kuthi:
Ixesha lokuposa: Aug-01-2018

0086-311-83095058
hbyida@rebar-splicing.com 


