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Flexible connecting structure between prefabricated infilled wall and prefabricated frame column
The invention belongs to the technical field of buildings, and particularly relates to a flexible connecting structure between a prefabricated infilled wall and a prefabricated frame column. Accordingto the following technical scheme, the flexible connecting structure comprises prefabricated steel members I, prefabricated steel members II and connecting steel bars, the prefabricated steel membersI are of square tube structures and are fixedly arranged on the side face of the prefabricated frame column, and vertical sliding grooves are formed in the prefabricated steel members I; dumbbell-shaped sliding blocks and hooks are arranged at the two ends of the prefabricated steel members II correspondingly; one ends of the connecting steel bars are pre-embedded in the prefabricated infilled wall, O-shaped end heads are arranged at the other ends of the connecting steel bars; and the sliding blocks are placed in the sliding grooves, and the hooks hook the O-shaped end heads to flexibly connect the prefabricated infilled wall and the prefabricated frame column. According to the flexible connecting structure, the influence of additional stress generated by settlement deformation of the prefabricated infilled wall on tie bars can be avoided, the local anti-seismic performance of the structure is improved, and the flexible connecting structure is simple in structure, clear in force transmission, good in integrity, convenient to construct, safe and reliable.
本发明属于建筑技术领域,特别涉及一种预制填充墙与预制框架柱之间的柔性连接结构。技术方案如下:包括预制钢构件I、预制钢构件II和连接钢筋,预制钢构件I为方管结构,预制钢构件I固定设置在预制框架柱的侧面,预制钢构件I上设有竖向的滑槽;预制钢构件II的两端分别为哑铃形的滑块和钩子;所述连接钢筋的一端预埋在预制填充墙内,所述连接钢筋的另一端为O型端头;所述滑块放置在所述滑槽内,所述钩子勾住所述O型端头,将预制填充墙与预制框架柱柔性连接在一起。本发明能够解决预制填充墙由于沉降变形对拉结筋产生附加应力的影响,提高结构局部抗震性能,构造简单、传力明确、整体性好、施工方便以及安全可靠。
Flexible connecting structure between prefabricated infilled wall and prefabricated frame column
The invention belongs to the technical field of buildings, and particularly relates to a flexible connecting structure between a prefabricated infilled wall and a prefabricated frame column. Accordingto the following technical scheme, the flexible connecting structure comprises prefabricated steel members I, prefabricated steel members II and connecting steel bars, the prefabricated steel membersI are of square tube structures and are fixedly arranged on the side face of the prefabricated frame column, and vertical sliding grooves are formed in the prefabricated steel members I; dumbbell-shaped sliding blocks and hooks are arranged at the two ends of the prefabricated steel members II correspondingly; one ends of the connecting steel bars are pre-embedded in the prefabricated infilled wall, O-shaped end heads are arranged at the other ends of the connecting steel bars; and the sliding blocks are placed in the sliding grooves, and the hooks hook the O-shaped end heads to flexibly connect the prefabricated infilled wall and the prefabricated frame column. According to the flexible connecting structure, the influence of additional stress generated by settlement deformation of the prefabricated infilled wall on tie bars can be avoided, the local anti-seismic performance of the structure is improved, and the flexible connecting structure is simple in structure, clear in force transmission, good in integrity, convenient to construct, safe and reliable.
本发明属于建筑技术领域,特别涉及一种预制填充墙与预制框架柱之间的柔性连接结构。技术方案如下:包括预制钢构件I、预制钢构件II和连接钢筋,预制钢构件I为方管结构,预制钢构件I固定设置在预制框架柱的侧面,预制钢构件I上设有竖向的滑槽;预制钢构件II的两端分别为哑铃形的滑块和钩子;所述连接钢筋的一端预埋在预制填充墙内,所述连接钢筋的另一端为O型端头;所述滑块放置在所述滑槽内,所述钩子勾住所述O型端头,将预制填充墙与预制框架柱柔性连接在一起。本发明能够解决预制填充墙由于沉降变形对拉结筋产生附加应力的影响,提高结构局部抗震性能,构造简单、传力明确、整体性好、施工方便以及安全可靠。
Flexible connecting structure between prefabricated infilled wall and prefabricated frame column
一种预制填充墙与预制框架柱之间的柔性连接结构
SUI WEINING (author) / GUAN CHAOYING (author) / HUANG LUDONG (author) / WANG XUELI (author)
2020-10-20
Patent
Electronic Resource
Chinese
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