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A platform for research: civil engineering, architecture and urbanism
Shear wall prefabricated part and fabricated construction method thereof
The invention discloses a shear wall prefabricated part, and belongs to the technical field of fabricated buildings. The shear wall prefabricated part comprises a prefabricated part body and reinforcing meshes. One-way or two-way chamfers are arranged at the bottom of the prefabricated part body, and adjusting bolts are arranged at the two ends; a vertical through hole is formed in the prefabricated part body; an internally-arranged inclined strut is arranged in the prefabricated part body in a penetrating mode and extends outwards, and during fabricated construction, the internally-arranged inclined strut is connected with a preset connecting piece on a beam and/or column part; and the shear wall prefabricated part is connected with peripheral cast-in-place parts through the reinforcing meshes. The invention further discloses a fabrication construction method of the shear wall prefabricated part. Prefabricated columns on the two sides are used for replacing edge restraining parts of a cast-in-place shear wall, inclined struts are arranged in the shear wall prefabricated part, the shear wall prefabricated part is spliced and connected with the prefabricated columns in the field fabrication process, construction is convenient, cost is reduced, and the overall stress performance is good.
本发明公开了一种剪力墙预制件，属于装配式建筑技术领域。所述剪力墙预制件包括预制件主体、加强网片；所述预制件主体底部有单向或双向切角，两端设有调整螺栓；所述预制件主体内设置有竖向贯通孔洞；所述预制件主体内贯通设置了内设斜撑并向外伸出，装配施工时，所述内设斜撑与梁和/或柱构件上的预设连接件连接；所述剪力墙预制件通过所述加强网片与四周现浇件连接。本发明同时还公布了所述剪力墙预制件的装配施工方法。本发明用两侧预制柱替代现浇剪力墙的边缘约束构件，剪力墙预制件内设斜撑，现场装配时再与预制柱拼装连接，这种方法方便施工、降低成本、整体受力性能好。
Shear wall prefabricated part and fabricated construction method thereof
The invention discloses a shear wall prefabricated part, and belongs to the technical field of fabricated buildings. The shear wall prefabricated part comprises a prefabricated part body and reinforcing meshes. One-way or two-way chamfers are arranged at the bottom of the prefabricated part body, and adjusting bolts are arranged at the two ends; a vertical through hole is formed in the prefabricated part body; an internally-arranged inclined strut is arranged in the prefabricated part body in a penetrating mode and extends outwards, and during fabricated construction, the internally-arranged inclined strut is connected with a preset connecting piece on a beam and/or column part; and the shear wall prefabricated part is connected with peripheral cast-in-place parts through the reinforcing meshes. The invention further discloses a fabrication construction method of the shear wall prefabricated part. Prefabricated columns on the two sides are used for replacing edge restraining parts of a cast-in-place shear wall, inclined struts are arranged in the shear wall prefabricated part, the shear wall prefabricated part is spliced and connected with the prefabricated columns in the field fabrication process, construction is convenient, cost is reduced, and the overall stress performance is good.
本发明公开了一种剪力墙预制件，属于装配式建筑技术领域。所述剪力墙预制件包括预制件主体、加强网片；所述预制件主体底部有单向或双向切角，两端设有调整螺栓；所述预制件主体内设置有竖向贯通孔洞；所述预制件主体内贯通设置了内设斜撑并向外伸出，装配施工时，所述内设斜撑与梁和/或柱构件上的预设连接件连接；所述剪力墙预制件通过所述加强网片与四周现浇件连接。本发明同时还公布了所述剪力墙预制件的装配施工方法。本发明用两侧预制柱替代现浇剪力墙的边缘约束构件，剪力墙预制件内设斜撑，现场装配时再与预制柱拼装连接，这种方法方便施工、降低成本、整体受力性能好。
Shear wall prefabricated part and fabricated construction method thereof
一种剪力墙预制件及其装配施工方法
LI SHENGQIANG (author)
2021-10-29
Patent
Electronic Resource
Chinese
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