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A platform for research: civil engineering, architecture and urbanism
High-altitude independent beam assembly type formwork reinforcing and supporting system and construction method thereof
The high-altitude independent beam assembly type formwork reinforcing and supporting system comprises an independent beam, four sets of U-shaped steel bars are pre-arranged in the independent beam, two sets of I-shaped steel bars are installed at the top end of the independent beam, the four sets of U-shaped steel bars are installed on the two sides of the two sets of I-shaped steel bars respectively, and connecting holes are formed in the I-shaped steel bars; the top end of the I-shaped steel is provided with an adjustable positioning rod, the top end of the positioning rod is connected with a formwork supporting frame, the top end of the formwork supporting frame is fixedly connected with a top support, the top end of the top support is provided with another set of independent beams, and the two sides of each independent beam are each provided with a side formwork. According to the high-altitude independent beam assembly type formwork reinforcing and supporting system and the construction method thereof, the reinforcing pieces are arranged, and the U-shaped steel bars are pre-arranged on the independent beams, so that the problem that in the prior art, holes need to be formed in the independent beams to fix inclined struts, and consequently the structures of the independent beams are affected is solved.
本发明公开了一种高空独立梁装配式模板加固和支撑体系及其施工方法，包括独立梁，独立梁内预设有四组U型钢筋，且独立梁的顶端安装有两组工字钢，四组U型钢筋分别安装于两组工字钢的两侧，工字钢上开设有连接孔，连接孔与U型钢筋相适配，且U型钢筋上螺纹连接有固定螺母，且工字钢的顶端安装有可调节的定位杆，定位杆的顶端连接有支模架，支模架的顶端固定连接有顶托，顶托的顶端设置有另一组独立梁，独立梁的两侧均安装有侧模，此高空独立梁装配式模板加固和支撑体系及其施工方法，通过设置有加固件和在独立梁上预设U型钢筋，因此解决了现有技术中需要在独立梁上开孔固定斜撑导致影响独立梁结构的问题。
High-altitude independent beam assembly type formwork reinforcing and supporting system and construction method thereof
The high-altitude independent beam assembly type formwork reinforcing and supporting system comprises an independent beam, four sets of U-shaped steel bars are pre-arranged in the independent beam, two sets of I-shaped steel bars are installed at the top end of the independent beam, the four sets of U-shaped steel bars are installed on the two sides of the two sets of I-shaped steel bars respectively, and connecting holes are formed in the I-shaped steel bars; the top end of the I-shaped steel is provided with an adjustable positioning rod, the top end of the positioning rod is connected with a formwork supporting frame, the top end of the formwork supporting frame is fixedly connected with a top support, the top end of the top support is provided with another set of independent beams, and the two sides of each independent beam are each provided with a side formwork. According to the high-altitude independent beam assembly type formwork reinforcing and supporting system and the construction method thereof, the reinforcing pieces are arranged, and the U-shaped steel bars are pre-arranged on the independent beams, so that the problem that in the prior art, holes need to be formed in the independent beams to fix inclined struts, and consequently the structures of the independent beams are affected is solved.
本发明公开了一种高空独立梁装配式模板加固和支撑体系及其施工方法，包括独立梁，独立梁内预设有四组U型钢筋，且独立梁的顶端安装有两组工字钢，四组U型钢筋分别安装于两组工字钢的两侧，工字钢上开设有连接孔，连接孔与U型钢筋相适配，且U型钢筋上螺纹连接有固定螺母，且工字钢的顶端安装有可调节的定位杆，定位杆的顶端连接有支模架，支模架的顶端固定连接有顶托，顶托的顶端设置有另一组独立梁，独立梁的两侧均安装有侧模，此高空独立梁装配式模板加固和支撑体系及其施工方法，通过设置有加固件和在独立梁上预设U型钢筋，因此解决了现有技术中需要在独立梁上开孔固定斜撑导致影响独立梁结构的问题。
High-altitude independent beam assembly type formwork reinforcing and supporting system and construction method thereof
一种高空独立梁装配式模板加固和支撑体系及其施工方法
CHEN JIE (author) / GONG JIANQIANG (author) / YU FENG (author) / LU SHAOYOU (author) / GU MINYU (author)
2023-03-28
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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