Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel post-cast UHPC fabricated structural wall and construction and construction method
The novel post-pouring UHPC fabricated structural wall comprises a prefabricated shear wall, a prefabricated plate and a pouring layer, the prefabricated shear wall is perpendicularly connected with the prefabricated plate, the pouring layer is poured at the joint of the prefabricated shear wall and the prefabricated plate, in-wall stress ribs are embedded in the prefabricated shear wall, in-plate stress ribs are arranged in the prefabricated plate, and the prefabricated plate is arranged in the prefabricated plate. Transverse steel bars are arranged in the pouring layer, the in-wall stress bars, the in-plate stress bars and the transverse steel bars are mutually overlapped and anchored in the pouring layer, and the position between the pouring layer and the upper-layer prefabricated shear wall is filled with a bedding layer. The novel connecting joint and the construction technology are adopted, the standardization degree and the joint connecting performance of the fabricated shear wall structure can be effectively improved, the usage amount of formworks can be reduced, and the labor cost is indirectly saved.
一种新型后浇UHPC装配式结构墙及施工及施工方法，包括预制剪力墙、预制板和浇筑层，预制剪力墙和预制板垂直连接，浇筑层浇筑在预制剪力墙和预制板的连接处，预制剪力墙内埋设有墙内受力筋，预制板内设有板内受力筋，浇筑层内设有横向钢筋，所述墙内受力筋、板内受力筋和横向钢筋三者在浇筑层内相互搭接锚固，浇筑层和上层预制剪力墙之间填充有坐浆层；本发明采用新型连接节点和施工工艺，能够有效提升装配式剪力墙结构的标准化程度及节点连接性能，并且该方案能够降低模板的使用量，并间接节省了人工成本。
Novel post-cast UHPC fabricated structural wall and construction and construction method
The novel post-pouring UHPC fabricated structural wall comprises a prefabricated shear wall, a prefabricated plate and a pouring layer, the prefabricated shear wall is perpendicularly connected with the prefabricated plate, the pouring layer is poured at the joint of the prefabricated shear wall and the prefabricated plate, in-wall stress ribs are embedded in the prefabricated shear wall, in-plate stress ribs are arranged in the prefabricated plate, and the prefabricated plate is arranged in the prefabricated plate. Transverse steel bars are arranged in the pouring layer, the in-wall stress bars, the in-plate stress bars and the transverse steel bars are mutually overlapped and anchored in the pouring layer, and the position between the pouring layer and the upper-layer prefabricated shear wall is filled with a bedding layer. The novel connecting joint and the construction technology are adopted, the standardization degree and the joint connecting performance of the fabricated shear wall structure can be effectively improved, the usage amount of formworks can be reduced, and the labor cost is indirectly saved.
一种新型后浇UHPC装配式结构墙及施工及施工方法，包括预制剪力墙、预制板和浇筑层，预制剪力墙和预制板垂直连接，浇筑层浇筑在预制剪力墙和预制板的连接处，预制剪力墙内埋设有墙内受力筋，预制板内设有板内受力筋，浇筑层内设有横向钢筋，所述墙内受力筋、板内受力筋和横向钢筋三者在浇筑层内相互搭接锚固，浇筑层和上层预制剪力墙之间填充有坐浆层；本发明采用新型连接节点和施工工艺，能够有效提升装配式剪力墙结构的标准化程度及节点连接性能，并且该方案能够降低模板的使用量，并间接节省了人工成本。
Novel post-cast UHPC fabricated structural wall and construction and construction method
一种新型后浇UHPC装配式结构墙及施工及施工方法
XU GANG (Autor:in) / JIANG LELE (Autor:in) / ZHOU WANQING (Autor:in) / LI CHENGKUN (Autor:in) / REN XIAOBIN (Autor:in)
08.07.2022
Patent
Elektronische Ressource
Chinesisch
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