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Prefabricated outer wall top cast-in-place side formwork reinforcing structure and method
The invention relates to a prefabricated outer wall top cast-in-place side formwork reinforcing structure and method.The reinforcing structure comprises a first screw, a second screw, a connecting nut and a lantern ring used for being arranged on a prefabricated outer wall extending steel bar in a sleeving mode, and the first end of the first screw is fixed to the outer wall of the lantern ring; the second end of the first screw rod is inserted into and connected with the first end of the connecting nut in a screwed mode, the first end of the second screw rod is inserted into and connected with the second end of the connecting nut in a screwed mode, the second end of the second screw rod penetrates through the cast-in-place side die and is fastened through the fastening nut, and the second end of the connecting nut abuts against the cast-in-place side die. The cast-in-place side formwork is fixed through the reinforcing structure composed of the lantern ring, the first screw and the second screw, and the technical problem that in the prior art, a side formwork at the cast-in-place position of the top of a prefabricated outer wall is not firmly fixed is solved.
本发明涉及一种预制外墙顶部现浇边模加固结构及方法,该加固结构包括第一螺杆、第二螺杆、连接螺母以及用于套设预制外墙延伸钢筋的套环,该第一螺杆的第一端部固定于该套环的外壁,该第一螺杆的第二端部插入并螺合连接于该连接螺母的第一端部,该第二螺杆的第一端部插入并螺合连接于该连接螺母的第二端部,该第二螺杆的第二端部穿过现浇边模并通过紧固螺母紧固,该连接螺母的第二端抵顶至该现浇边模。本发明通过套环、第一螺杆和第二螺杆组成的加固结构固定现浇边模,解决了现有技术中预制外墙顶部现浇位置的边模固定不牢固的技术问题。
Prefabricated outer wall top cast-in-place side formwork reinforcing structure and method
The invention relates to a prefabricated outer wall top cast-in-place side formwork reinforcing structure and method.The reinforcing structure comprises a first screw, a second screw, a connecting nut and a lantern ring used for being arranged on a prefabricated outer wall extending steel bar in a sleeving mode, and the first end of the first screw is fixed to the outer wall of the lantern ring; the second end of the first screw rod is inserted into and connected with the first end of the connecting nut in a screwed mode, the first end of the second screw rod is inserted into and connected with the second end of the connecting nut in a screwed mode, the second end of the second screw rod penetrates through the cast-in-place side die and is fastened through the fastening nut, and the second end of the connecting nut abuts against the cast-in-place side die. The cast-in-place side formwork is fixed through the reinforcing structure composed of the lantern ring, the first screw and the second screw, and the technical problem that in the prior art, a side formwork at the cast-in-place position of the top of a prefabricated outer wall is not firmly fixed is solved.
本发明涉及一种预制外墙顶部现浇边模加固结构及方法,该加固结构包括第一螺杆、第二螺杆、连接螺母以及用于套设预制外墙延伸钢筋的套环,该第一螺杆的第一端部固定于该套环的外壁,该第一螺杆的第二端部插入并螺合连接于该连接螺母的第一端部,该第二螺杆的第一端部插入并螺合连接于该连接螺母的第二端部,该第二螺杆的第二端部穿过现浇边模并通过紧固螺母紧固,该连接螺母的第二端抵顶至该现浇边模。本发明通过套环、第一螺杆和第二螺杆组成的加固结构固定现浇边模,解决了现有技术中预制外墙顶部现浇位置的边模固定不牢固的技术问题。
Prefabricated outer wall top cast-in-place side formwork reinforcing structure and method
预制外墙顶部现浇边模加固结构及方法
LI SHENGJIA (Autor:in) / MA JUN (Autor:in) / CHEN SHAOSONG (Autor:in) / FENG LONG (Autor:in) / XIAO DICHENG (Autor:in) / CHENG WEI (Autor:in) / TANG LIUYONG (Autor:in) / PAN HONGYING (Autor:in)
15.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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