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Construction method of flexible connection structure of prefabricated part and building main body
The invention relates to the field of fabricated building industrialization, in particular to a construction method of a flexible connection structure of a prefabricated part and a building main body. Flexible connection plates are mounted at two ends of a formed prefabricated part to form a combined prefabricated plate, mounting slots are formed at two ends of the position where the combined prefabricated plate is mounted when the building main body is poured, and then the two ends of the combined prefabricated plate are inserted into the corresponding mounting slots. Comprehensive flexible connection between the building main body and the prefabricated part is effectively achieved, meanwhile, foundation limiting is conducted on the prefabricated part, when dislocation occurs between the prefabricated part and the building main body, the dislocation can be limited within the design range, and the problem that under the earthquake condition, large-amplitude dislocation sliding between the prefabricated part and the building main body occurs, even the prefabricated part is separated from the building main body, consequently, the prefabricated part falls down and hits people at the bottom is avoided.
本发明涉及装配式建筑工业化领域,具体是一种预制构件与建筑主体柔性连接结构的施工方法,通过在成型的预制构件两端安装柔性连接板,形成组合预制板,并且在建筑主体浇筑时,对安装组合预制板的位置的两端开设安装插槽,再将组合预制板的两端插入到对应安装插槽的内部;有效的实现了建筑主体与预制构件之间的全面柔性连接,同时对预制构件进行了基础限位,预制构件与建筑主体之间出现错位时,可以限制在设计范围内,避免了在地震条件下,预制构件与建筑主体之间大幅度错位滑动,甚至出现预制构件与建筑主体之间分离,导致预制构件坠落并砸中底部人群问题。
Construction method of flexible connection structure of prefabricated part and building main body
The invention relates to the field of fabricated building industrialization, in particular to a construction method of a flexible connection structure of a prefabricated part and a building main body. Flexible connection plates are mounted at two ends of a formed prefabricated part to form a combined prefabricated plate, mounting slots are formed at two ends of the position where the combined prefabricated plate is mounted when the building main body is poured, and then the two ends of the combined prefabricated plate are inserted into the corresponding mounting slots. Comprehensive flexible connection between the building main body and the prefabricated part is effectively achieved, meanwhile, foundation limiting is conducted on the prefabricated part, when dislocation occurs between the prefabricated part and the building main body, the dislocation can be limited within the design range, and the problem that under the earthquake condition, large-amplitude dislocation sliding between the prefabricated part and the building main body occurs, even the prefabricated part is separated from the building main body, consequently, the prefabricated part falls down and hits people at the bottom is avoided.
本发明涉及装配式建筑工业化领域,具体是一种预制构件与建筑主体柔性连接结构的施工方法,通过在成型的预制构件两端安装柔性连接板,形成组合预制板,并且在建筑主体浇筑时,对安装组合预制板的位置的两端开设安装插槽,再将组合预制板的两端插入到对应安装插槽的内部;有效的实现了建筑主体与预制构件之间的全面柔性连接,同时对预制构件进行了基础限位,预制构件与建筑主体之间出现错位时,可以限制在设计范围内,避免了在地震条件下,预制构件与建筑主体之间大幅度错位滑动,甚至出现预制构件与建筑主体之间分离,导致预制构件坠落并砸中底部人群问题。
Construction method of flexible connection structure of prefabricated part and building main body
一种预制构件与建筑主体柔性连接结构的施工方法
ZHANG MINGMING (author) / SONG KAI (author) / WANG HAO (author) / YAN HUAJUN (author) / LI HONGTAO (author)
2021-08-27
Patent
Electronic Resource
Chinese
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