A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Full bolt connection frame shear wall structure system and installation method
The invention discloses a full bolt connection frame shear wall structure system and an installation method. The system comprises column modules, shear wall modules, prefabricated floor modules, connecting pieces and a foundation structure. The multiple column modules are connected to the two sides of the shear wall module, third steel plates are fixedly installed on the outer sides of every two adjacent column modules in the vertical direction, and every two adjacent column modules are fixedly connected through the third steel plates. A plurality of layers of shear wall modules are arranged along a preset wall body; the prefabricated floor modules are arranged above each layer of shear wall module and are matched with the tops of the shear wall modules through bolts; the foundation structure comprises a column module independent foundation and a shear wall module foundation beam, the column module independent foundation is connected to the lower portion of the column module on the bottommost layer, and the shear wall module foundation beam is connected to the lower portion of the shear wall module on the bottommost layer. According to the scheme, the force transfer mechanism of an existing fabricated concrete structure system can be improved, and the lateral resistance level of the fabricated concrete structure system can be improved.
本发明公开了一种全螺栓连接框架剪力墙结构体系及安装方法，包括柱模块、剪力墙模块、预制楼盖模块、连接件和基础结构；所述柱模块数量为若干，连接在剪力墙模块两侧，竖直方向上相邻的两个柱模块外侧固定安装第三钢板，通过第三钢板将相邻的两个柱模块固定连接；所述剪力墙模块数量为若干，沿预设墙体布置若干层；所述预制楼盖模块设置在每一层剪力墙模块的上方并通过螺栓与剪力墙模块顶部配合安装；所述基础结构包括柱模块独立基础和剪力墙模块基础梁，柱模块独立基础连接在最底层柱模块下方，剪力墙模块基础梁连接在最底层剪力墙模块下方。本方案可改善现有的装配式混凝土结构体系的传力机制，有利于提高装配式混凝土结构体系的抗侧水平。
Full bolt connection frame shear wall structure system and installation method
The invention discloses a full bolt connection frame shear wall structure system and an installation method. The system comprises column modules, shear wall modules, prefabricated floor modules, connecting pieces and a foundation structure. The multiple column modules are connected to the two sides of the shear wall module, third steel plates are fixedly installed on the outer sides of every two adjacent column modules in the vertical direction, and every two adjacent column modules are fixedly connected through the third steel plates. A plurality of layers of shear wall modules are arranged along a preset wall body; the prefabricated floor modules are arranged above each layer of shear wall module and are matched with the tops of the shear wall modules through bolts; the foundation structure comprises a column module independent foundation and a shear wall module foundation beam, the column module independent foundation is connected to the lower portion of the column module on the bottommost layer, and the shear wall module foundation beam is connected to the lower portion of the shear wall module on the bottommost layer. According to the scheme, the force transfer mechanism of an existing fabricated concrete structure system can be improved, and the lateral resistance level of the fabricated concrete structure system can be improved.
本发明公开了一种全螺栓连接框架剪力墙结构体系及安装方法，包括柱模块、剪力墙模块、预制楼盖模块、连接件和基础结构；所述柱模块数量为若干，连接在剪力墙模块两侧，竖直方向上相邻的两个柱模块外侧固定安装第三钢板，通过第三钢板将相邻的两个柱模块固定连接；所述剪力墙模块数量为若干，沿预设墙体布置若干层；所述预制楼盖模块设置在每一层剪力墙模块的上方并通过螺栓与剪力墙模块顶部配合安装；所述基础结构包括柱模块独立基础和剪力墙模块基础梁，柱模块独立基础连接在最底层柱模块下方，剪力墙模块基础梁连接在最底层剪力墙模块下方。本方案可改善现有的装配式混凝土结构体系的传力机制，有利于提高装配式混凝土结构体系的抗侧水平。
Full bolt connection frame shear wall structure system and installation method
一种全螺栓连接框架剪力墙结构体系及安装方法
WANG WEI (author) / YANG JINRUI (author) / WANG XINGXING (author)
2023-04-21
Patent
Electronic Resource
Chinese
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