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Construction method of side wall of underground structure
The invention discloses a construction method of the side wall of an underground structure. The construction method of the side wall of the underground structure comprises the steps that a bottom plate is formed at the bottom of an underground structure in a pouring mode, and the positions, close to enclosure structures, of the bottom plate are sunken downwards to form grooves; prefabricated wallboards are provided, and the prefabricated wallboards are attached to the corresponding enclosure structures and arranged on the bottom faces of the grooves; and concrete is poured into the grooves to form a post-pouring structure with the top face flush with the top face of the bottom plate, so that the prefabricated wallboards and the bottom plate are fixedly connected. According to the construction method of the side wall of the underground structure, the problem that cast-in-place side walls waste time and labor is effectively solved, a prefabricated wall body is directly mounted on the basement bottom plate, cast-in-place is not needed, the construction efficiency is greatly improved, the construction time is shortened, manpower and material resources are saved, and the construction quality can be guaranteed.
本发明涉及一种地下结构侧墙的施工方法,包括:于地下结构的底部浇筑形成底板,且底板靠近围护结构的位置向下凹陷形成凹槽;提供预制墙板,将预制墙板贴合于对应的围护结构并置于凹槽的底面;向凹槽中浇筑混凝土以形成顶面与底板的顶面平齐的后浇结构,使得预制墙板和底板固定连接。本发明有效地解决了现浇侧墙费时费力的问题,通过于地下室底板直接安装预制墙体,无需现场浇筑,大大提升了施工效率,缩短施工时间,节约人力物力,且能够保证施工质量。
Construction method of side wall of underground structure
The invention discloses a construction method of the side wall of an underground structure. The construction method of the side wall of the underground structure comprises the steps that a bottom plate is formed at the bottom of an underground structure in a pouring mode, and the positions, close to enclosure structures, of the bottom plate are sunken downwards to form grooves; prefabricated wallboards are provided, and the prefabricated wallboards are attached to the corresponding enclosure structures and arranged on the bottom faces of the grooves; and concrete is poured into the grooves to form a post-pouring structure with the top face flush with the top face of the bottom plate, so that the prefabricated wallboards and the bottom plate are fixedly connected. According to the construction method of the side wall of the underground structure, the problem that cast-in-place side walls waste time and labor is effectively solved, a prefabricated wall body is directly mounted on the basement bottom plate, cast-in-place is not needed, the construction efficiency is greatly improved, the construction time is shortened, manpower and material resources are saved, and the construction quality can be guaranteed.
本发明涉及一种地下结构侧墙的施工方法,包括:于地下结构的底部浇筑形成底板,且底板靠近围护结构的位置向下凹陷形成凹槽;提供预制墙板,将预制墙板贴合于对应的围护结构并置于凹槽的底面;向凹槽中浇筑混凝土以形成顶面与底板的顶面平齐的后浇结构,使得预制墙板和底板固定连接。本发明有效地解决了现浇侧墙费时费力的问题,通过于地下室底板直接安装预制墙体,无需现场浇筑,大大提升了施工效率,缩短施工时间,节约人力物力,且能够保证施工质量。
Construction method of side wall of underground structure
地下结构侧墙的施工方法
LIU TAO (author) / ZHU XUEYIN (author) / QIN HAIFENG (author) / LUO ZHIYANG (author) / ZHONG JIANJUN (author) / ZHOU DONGLIANG (author) / MA LITENG (author) / HE WEI (author) / YANG BAOLONG (author) / SHAO ZHOUYI (author)
2021-10-12
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
European Patent Office | 2024
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