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Foundation pit structure invasion outer wall body and construction method
The invention belongs to the technical field of buildings, and particularly relates to a foundation pit structure invasion outer wall body and a construction method. A foundation pit is formed in the top of the base layer, a wall body is arranged on one side wall, close to the interior of the foundation pit, of the base layer, and the reinforcing mechanism is arranged in the foundation pit and close to the side wall of the base layer; the avoiding part is arranged on the side wall, close to the foundation pit, of the wall body, outer wall steel bars are rebuilt through the avoiding part, an invaded foundation pit structure is formed, the avoiding part is reinforced while the avoiding part is sleeved with the filling part, the filling part is filled with concrete, and the wall body, the filling part and the avoiding part form a whole. By conducting groove fertilizing operation on the gaps in the foundation pit, a closed space is formed in the foundation pit, and the effect of resisting wall deformation caused by geological changes is improved.
本发明属于建筑技术领域,特别涉及一种基坑结构入侵外墙墙体及施工方法,包括基层和加固机构;所述基层的顶部开设有基坑,所述基层的一侧壁且靠近基坑内设置有墙体,所述加固机构设置在基坑内且靠近基层的一侧壁;通过墙体在靠近基坑的一侧壁设置避让部,利用避让部重建外墙钢筋,形成与入侵的基坑结构,通过填充部套接在避让部的同时,对避让部进行加固补强,再对填充部内填充有混凝土,使墙体、填充部和避让部形成一个整体,通过对基坑内的缝隙进行肥槽操作,使基坑内形成封闭的空间,提高对抗地质变化所造成墙体变形的效果。
Foundation pit structure invasion outer wall body and construction method
The invention belongs to the technical field of buildings, and particularly relates to a foundation pit structure invasion outer wall body and a construction method. A foundation pit is formed in the top of the base layer, a wall body is arranged on one side wall, close to the interior of the foundation pit, of the base layer, and the reinforcing mechanism is arranged in the foundation pit and close to the side wall of the base layer; the avoiding part is arranged on the side wall, close to the foundation pit, of the wall body, outer wall steel bars are rebuilt through the avoiding part, an invaded foundation pit structure is formed, the avoiding part is reinforced while the avoiding part is sleeved with the filling part, the filling part is filled with concrete, and the wall body, the filling part and the avoiding part form a whole. By conducting groove fertilizing operation on the gaps in the foundation pit, a closed space is formed in the foundation pit, and the effect of resisting wall deformation caused by geological changes is improved.
本发明属于建筑技术领域,特别涉及一种基坑结构入侵外墙墙体及施工方法,包括基层和加固机构;所述基层的顶部开设有基坑,所述基层的一侧壁且靠近基坑内设置有墙体,所述加固机构设置在基坑内且靠近基层的一侧壁;通过墙体在靠近基坑的一侧壁设置避让部,利用避让部重建外墙钢筋,形成与入侵的基坑结构,通过填充部套接在避让部的同时,对避让部进行加固补强,再对填充部内填充有混凝土,使墙体、填充部和避让部形成一个整体,通过对基坑内的缝隙进行肥槽操作,使基坑内形成封闭的空间,提高对抗地质变化所造成墙体变形的效果。
Foundation pit structure invasion outer wall body and construction method
一种基坑结构入侵外墙墙体及施工方法
SHEN YANG (Autor:in) / ZHANG JIANKANG (Autor:in) / CHEN KUNPENG (Autor:in) / HUANG CHAOHAI (Autor:in) / CHEN FAN (Autor:in) / XU JIA (Autor:in) / SONG PENG (Autor:in) / YANG WENGEN (Autor:in)
01.11.2024
Patent
Elektronische Ressource
Chinesisch
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