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Giant column pouring formwork system and construction method
The invention relates to a giant column pouring formwork system and a construction method, and belongs to the field of concrete building construction.The giant column pouring formwork system comprises a formwork, a reinforcing framework and a supporting enclosing purlin, the formwork is located on one side of the reinforcing framework, the giant column pouring formwork system further comprises a tension screw, the reinforcing framework comprises a steel column cylinder, and the supporting enclosing purlin is located on the side, away from the reinforcing framework, of the formwork; one end of the tension screw is connected with the steel column cylinder, the other end of the tension screw penetrates through the formwork and the supporting enclosing purlin and is in threaded connection with a tension nut, and the tension nut abuts against the side, away from the reinforcing framework, of the supporting enclosing purlin. In the concrete pouring process, the tension screw rod is connected with the reinforcing framework, namely, the length requirement of the tension screw rod is reduced, the material consumption is low, and the effect of reducing the material cost is achieved.
本申请涉及一种巨型柱浇筑模板体系及施工方法,属于混凝土建筑施工的领域,其包括模板、加强骨架和支撑围檩,所述模板位于加强骨架的一侧,还包括拉力螺杆,所述加强骨架包括钢柱筒,所述支撑围檩位于模板背离加强骨架的一侧,所述拉力螺杆的一端与钢柱筒连接,另一端穿过模板和支撑围檩并螺纹连接有拉力螺母,所述拉力螺母与支撑围檩背离加强骨架的一侧抵接。本申请在混凝土浇筑过程中,拉力螺杆与加强骨架连接,即拉力螺杆的长度需求减小,用料量低,具有减小用料成本的效果。
Giant column pouring formwork system and construction method
The invention relates to a giant column pouring formwork system and a construction method, and belongs to the field of concrete building construction.The giant column pouring formwork system comprises a formwork, a reinforcing framework and a supporting enclosing purlin, the formwork is located on one side of the reinforcing framework, the giant column pouring formwork system further comprises a tension screw, the reinforcing framework comprises a steel column cylinder, and the supporting enclosing purlin is located on the side, away from the reinforcing framework, of the formwork; one end of the tension screw is connected with the steel column cylinder, the other end of the tension screw penetrates through the formwork and the supporting enclosing purlin and is in threaded connection with a tension nut, and the tension nut abuts against the side, away from the reinforcing framework, of the supporting enclosing purlin. In the concrete pouring process, the tension screw rod is connected with the reinforcing framework, namely, the length requirement of the tension screw rod is reduced, the material consumption is low, and the effect of reducing the material cost is achieved.
本申请涉及一种巨型柱浇筑模板体系及施工方法,属于混凝土建筑施工的领域,其包括模板、加强骨架和支撑围檩,所述模板位于加强骨架的一侧,还包括拉力螺杆,所述加强骨架包括钢柱筒,所述支撑围檩位于模板背离加强骨架的一侧,所述拉力螺杆的一端与钢柱筒连接,另一端穿过模板和支撑围檩并螺纹连接有拉力螺母,所述拉力螺母与支撑围檩背离加强骨架的一侧抵接。本申请在混凝土浇筑过程中,拉力螺杆与加强骨架连接,即拉力螺杆的长度需求减小,用料量低,具有减小用料成本的效果。
Giant column pouring formwork system and construction method
一种巨型柱浇筑模板体系及施工方法
XU LEI (author) / CHEN JIARU (author) / ZHOU KUNYE (author) / GAO MIAO (author) / YU GUANGYUAN (author) / ZHAO JIAN (author) / HE ZIYANG (author) / LI ZIQIAO (author) / WANG SHAOCHUN (author)
2024-03-08
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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