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Fabricated building reverse construction method and fabricated underground building
The invention belongs to the technical field of building engineering, and discloses a fabricated building reverse construction method and a fabricated underground building. The fabricated building reverse construction method comprises the steps that S1, a plurality of prefabricated middle stand columns are connected through inter-column connecting structures, column end connecting structures are pre-buried at the ends of the prefabricated middle stand columns on the bottommost layer, and the prefabricated middle stand columns on the bottommost layer are connected with a cast-in-place pile reinforcement cage; s2, a pile hole is drilled to the designated depth, a cast-in-situ bored pile is poured to a cast-in-situ pile reinforcement cage to the bottom of the bottom plate structure, and the multiple prefabricated middle stand columns, the inter-column connecting structures between every two adjacent prefabricated middle stand columns, the column end connecting structures and the cast-in-situ bored pile are connected into an integrated supporting column structure; s3, side walls are constructed; s4, constructing a middle layer; s6, the step S5 is repeated until all the middle layers are constructed; and S7, a bottom layer is constructed. According to the fabricated underground building, prefabrication of building components is achieved, the construction time is greatly shortened, and the construction efficiency is improved.
本发明属于建筑工程技术领域,公开了一种装配式建筑逆作施工方法及装配式地下建筑。该装配式建筑逆作施工方法包括:S1、将多个预制中立柱通过柱间连接构造连接,在最底层预制中立柱的端部预埋柱端连接构造,并将最底层预制中立柱与灌注桩钢筋笼连接;S2、钻设桩孔至指定深度,向灌注桩钢筋笼处浇筑钻孔灌注桩至底板结构底,使多个预制中立柱、相邻两个预制中立柱之间的柱间连接构造、柱端连接构造以及钻孔灌注桩连接成一体的支撑柱结构;S3、施工侧墙;S4、施工中间层;S6、重复步骤S5,直至将所有的中间层施工完成;S7、施工底层。该装配式地下建筑实现了建筑构件的预制化,大大缩短了施工时间、提高了施工效率。
Fabricated building reverse construction method and fabricated underground building
The invention belongs to the technical field of building engineering, and discloses a fabricated building reverse construction method and a fabricated underground building. The fabricated building reverse construction method comprises the steps that S1, a plurality of prefabricated middle stand columns are connected through inter-column connecting structures, column end connecting structures are pre-buried at the ends of the prefabricated middle stand columns on the bottommost layer, and the prefabricated middle stand columns on the bottommost layer are connected with a cast-in-place pile reinforcement cage; s2, a pile hole is drilled to the designated depth, a cast-in-situ bored pile is poured to a cast-in-situ pile reinforcement cage to the bottom of the bottom plate structure, and the multiple prefabricated middle stand columns, the inter-column connecting structures between every two adjacent prefabricated middle stand columns, the column end connecting structures and the cast-in-situ bored pile are connected into an integrated supporting column structure; s3, side walls are constructed; s4, constructing a middle layer; s6, the step S5 is repeated until all the middle layers are constructed; and S7, a bottom layer is constructed. According to the fabricated underground building, prefabrication of building components is achieved, the construction time is greatly shortened, and the construction efficiency is improved.
本发明属于建筑工程技术领域,公开了一种装配式建筑逆作施工方法及装配式地下建筑。该装配式建筑逆作施工方法包括:S1、将多个预制中立柱通过柱间连接构造连接,在最底层预制中立柱的端部预埋柱端连接构造,并将最底层预制中立柱与灌注桩钢筋笼连接;S2、钻设桩孔至指定深度,向灌注桩钢筋笼处浇筑钻孔灌注桩至底板结构底,使多个预制中立柱、相邻两个预制中立柱之间的柱间连接构造、柱端连接构造以及钻孔灌注桩连接成一体的支撑柱结构;S3、施工侧墙;S4、施工中间层;S6、重复步骤S5,直至将所有的中间层施工完成;S7、施工底层。该装配式地下建筑实现了建筑构件的预制化,大大缩短了施工时间、提高了施工效率。
Fabricated building reverse construction method and fabricated underground building
装配式建筑逆作施工方法及装配式地下建筑
YUAN JUN (author) / SHAO ZHILI (author) / ZHOU FENG (author) / JIA BAORONG (author) / ZHENG XIANGJIE (author) / YU AIYAN (author) / JIANG XIAOQIANG (author) / ZHU QIKAI (author) / HUANG SHIJUN (author)
2024-12-27
Patent
Electronic Resource
Chinese
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