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A platform for research: civil engineering, architecture and urbanism
Shear wall post-cast strip formwork device and construction method
The invention aims to provide a shear wall post-cast strip formwork device and a construction method, and belongs to the technical field of shear wall post-cast strip supporting systems.The shear wall post-cast strip formwork device comprises formworks located on the two sides of a post-cast strip and a supporting frame supported between the two formworks; reinforcing meshes are connected to the inner sides of the supporting steel bars correspondingly, dense-hole steel wire meshes are arranged between the reinforcing meshes, a layer of water stop steel plate is arranged on the formwork in the vertical direction, an opening of the water stop steel plate faces the upstream face, the water stop steel plate is located in the center of the wall face, one half of the water stop steel plate is located in the post-cast strip, and the other half of the water stop steel plate is located in the pre-cast concrete shear wall. The supporting frame is connected with the supporting steel bars. The construction process is simple, the construction efficiency is improved, the construction difficulty is reduced, and the construction quality is guaranteed.
本发明的目的在于提供一种剪力墙后浇带模架装置及施工方法，属于剪力墙后浇带支撑系统技术领域，包括位于后浇带两侧的模板和支撑在两个模板之间的支撑架，所述模板包括预埋在筏板基础内的支撑钢筋，支撑钢筋的内侧分别连接有钢筋网片，钢筋网片之间设有密孔钢丝网，模板上沿竖直方向设有一层止水钢板，止水钢板的开口朝向迎水面，止水钢板位于墙面中心，一半位于后浇带内，另一半位于先浇筑混凝土剪力墙内，所述支撑架与支撑钢筋连接。本发明施工工序简单，提高了施工效率，降低了施工难度，保证了施工质量。
Shear wall post-cast strip formwork device and construction method
The invention aims to provide a shear wall post-cast strip formwork device and a construction method, and belongs to the technical field of shear wall post-cast strip supporting systems.The shear wall post-cast strip formwork device comprises formworks located on the two sides of a post-cast strip and a supporting frame supported between the two formworks; reinforcing meshes are connected to the inner sides of the supporting steel bars correspondingly, dense-hole steel wire meshes are arranged between the reinforcing meshes, a layer of water stop steel plate is arranged on the formwork in the vertical direction, an opening of the water stop steel plate faces the upstream face, the water stop steel plate is located in the center of the wall face, one half of the water stop steel plate is located in the post-cast strip, and the other half of the water stop steel plate is located in the pre-cast concrete shear wall. The supporting frame is connected with the supporting steel bars. The construction process is simple, the construction efficiency is improved, the construction difficulty is reduced, and the construction quality is guaranteed.
本发明的目的在于提供一种剪力墙后浇带模架装置及施工方法，属于剪力墙后浇带支撑系统技术领域，包括位于后浇带两侧的模板和支撑在两个模板之间的支撑架，所述模板包括预埋在筏板基础内的支撑钢筋，支撑钢筋的内侧分别连接有钢筋网片，钢筋网片之间设有密孔钢丝网，模板上沿竖直方向设有一层止水钢板，止水钢板的开口朝向迎水面，止水钢板位于墙面中心，一半位于后浇带内，另一半位于先浇筑混凝土剪力墙内，所述支撑架与支撑钢筋连接。本发明施工工序简单，提高了施工效率，降低了施工难度，保证了施工质量。
Shear wall post-cast strip formwork device and construction method
一种剪力墙后浇带模架装置及施工方法
ZHANG XINGHAI (author) / LI YONGWEI (author) / ZHAO YONGFENG (author) / LI WENJIE (author) / LU TIANHAI (author) / JIANG YONGJUN (author) / LIU YUTONG (author) / LU SHIYU (author) / PAN XIONG (author) / DU ZHONGYU (author)
2023-05-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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