A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large cantilever assembly type building construction method
The invention provides a large-cantilever assembly type building construction method which comprises the following steps: firstly, constructing a main body structure, then embedding an embedded suite on the ground corresponding to a cantilever frame mounting position, assembling a bracket assembly below the cantilever frame mounting position according to the preset height of a cantilever frame, after the bracket assembly is assembled, sequentially hoisting the cantilever frame, and assembling the main body structure and the embedded suite. The detachable bracket is connected with the main body structure till the detachable bracket is flush with the top layer of the main body structure, then the jack is adjusted, the support assembly is moved to the next cantilever frame installation position, the cantilever frames are sequentially hoisted, then the two adjacent cantilever frames are connected through the connecting piece, the jack is adjusted again, and then the support assembly is moved. And finally, the concrete floor slabs are poured in sequence from low to high. According to the method, the use of a large number of temporary supports can be reduced, so that the construction cost of the large-cantilever fabricated building is saved, the construction period is shortened, and the construction efficiency is improved.
本发明提供了一种大悬臂装配式建筑施工方法，包括如下步骤：首先对主体结构进行施工，再在地面对应悬臂架安装位置上埋设预埋套件，根据悬臂架的预设高度，在悬臂架安装位置下方组装支架组件，支架组件组装完成后，依次吊装悬臂架，通过可拆卸牛腿与所述主体结构连接，直到与主体结构顶层平齐，再调节千斤顶，将支架组件移动到下一个悬臂架安装位置，依次吊装悬臂架，然后通过连接件将相邻两个悬臂架连接，再次调节千斤顶，然后移动支架组件，直到所有悬臂架安装完成，最后从低到高依次对混凝土楼板进行浇筑。在本发明中，通过上述方法，能够减少临时支架的大量使用，进而节省了大悬臂装配式建筑的施工成本，缩短了施工周期，提高了施工效率。
Large cantilever assembly type building construction method
The invention provides a large-cantilever assembly type building construction method which comprises the following steps: firstly, constructing a main body structure, then embedding an embedded suite on the ground corresponding to a cantilever frame mounting position, assembling a bracket assembly below the cantilever frame mounting position according to the preset height of a cantilever frame, after the bracket assembly is assembled, sequentially hoisting the cantilever frame, and assembling the main body structure and the embedded suite. The detachable bracket is connected with the main body structure till the detachable bracket is flush with the top layer of the main body structure, then the jack is adjusted, the support assembly is moved to the next cantilever frame installation position, the cantilever frames are sequentially hoisted, then the two adjacent cantilever frames are connected through the connecting piece, the jack is adjusted again, and then the support assembly is moved. And finally, the concrete floor slabs are poured in sequence from low to high. According to the method, the use of a large number of temporary supports can be reduced, so that the construction cost of the large-cantilever fabricated building is saved, the construction period is shortened, and the construction efficiency is improved.
本发明提供了一种大悬臂装配式建筑施工方法，包括如下步骤：首先对主体结构进行施工，再在地面对应悬臂架安装位置上埋设预埋套件，根据悬臂架的预设高度，在悬臂架安装位置下方组装支架组件，支架组件组装完成后，依次吊装悬臂架，通过可拆卸牛腿与所述主体结构连接，直到与主体结构顶层平齐，再调节千斤顶，将支架组件移动到下一个悬臂架安装位置，依次吊装悬臂架，然后通过连接件将相邻两个悬臂架连接，再次调节千斤顶，然后移动支架组件，直到所有悬臂架安装完成，最后从低到高依次对混凝土楼板进行浇筑。在本发明中，通过上述方法，能够减少临时支架的大量使用，进而节省了大悬臂装配式建筑的施工成本，缩短了施工周期，提高了施工效率。
Large cantilever assembly type building construction method
一种大悬臂装配式建筑施工方法
LIANG XIONGJIE (author) / FANG WENZONG (author) / LU XINGLONG (author) / TIAN CHONG (author) / GE XINGUANG (author) / LU JIAKANG (author) / YANG ZONGWANG (author) / LIU RUHUA (author)
2024-02-06
Patent
Electronic Resource
Chinese
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