A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Infilled wall structure system facing self-centering frame
The invention discloses an infilled wall structure system facing a self-centering frame. The infilled wall structure system comprises a bearing part, an infilling part and a sliding part, wherein the bearing part comprises a first supporting piece which is transversely arranged and a second supporting piece which is connected with the first supporting piece through a first connecting piece; the infilling part is arranged in a containing space formed by the first supporting piece and the second supporting piece and is connected with the first supporting piece; the sliding part is located between a first infilling block and a second infilling block of the infilling part; and flexible infilling bodies are arranged between the infilling part and the first supporting piece and between the infilling part and the second supporting piece respectively. According to the infilled wall structure system facing the self-centering frame, the bearing part, the infilling part and the sliding part are matched with one another, so that the constraint effect of an infilled wall on the frame can be avoided in a unidirectional earthquake, and the damage to a self-centering structure and the infilled wall is reduced; and after the earthquake, the frame returns to an original vertical central position under the action of a prestressed steel strand.
本发明公开了一种面向自定心框架的填充墙结构体系，包括，承载部件，包括横向设置的第一支撑件以及通过第一衔接件与第一支撑件建立连接的第二支撑件；填充部件，设置于所述第一支撑件和第二支撑件构成的容置空间内，并与所述第一支撑件连接；以及，滑移部件，位于所述填充部件的第一填充块和第二填充块之间；所述填充部件分别与所述第一支撑件和第二支撑件之间设置有柔性填充体；本发明通过承载部件、填充部件和滑移部件之间的相互配合，能够在单向地震动时避免填充墙对框架的约束效应，减小自定心结构和填充墙的损伤，地震作用后，框架在预应力钢绞线的作用下回复到原来的竖向中心位置。
Infilled wall structure system facing self-centering frame
The invention discloses an infilled wall structure system facing a self-centering frame. The infilled wall structure system comprises a bearing part, an infilling part and a sliding part, wherein the bearing part comprises a first supporting piece which is transversely arranged and a second supporting piece which is connected with the first supporting piece through a first connecting piece; the infilling part is arranged in a containing space formed by the first supporting piece and the second supporting piece and is connected with the first supporting piece; the sliding part is located between a first infilling block and a second infilling block of the infilling part; and flexible infilling bodies are arranged between the infilling part and the first supporting piece and between the infilling part and the second supporting piece respectively. According to the infilled wall structure system facing the self-centering frame, the bearing part, the infilling part and the sliding part are matched with one another, so that the constraint effect of an infilled wall on the frame can be avoided in a unidirectional earthquake, and the damage to a self-centering structure and the infilled wall is reduced; and after the earthquake, the frame returns to an original vertical central position under the action of a prestressed steel strand.
本发明公开了一种面向自定心框架的填充墙结构体系，包括，承载部件，包括横向设置的第一支撑件以及通过第一衔接件与第一支撑件建立连接的第二支撑件；填充部件，设置于所述第一支撑件和第二支撑件构成的容置空间内，并与所述第一支撑件连接；以及，滑移部件，位于所述填充部件的第一填充块和第二填充块之间；所述填充部件分别与所述第一支撑件和第二支撑件之间设置有柔性填充体；本发明通过承载部件、填充部件和滑移部件之间的相互配合，能够在单向地震动时避免填充墙对框架的约束效应，减小自定心结构和填充墙的损伤，地震作用后，框架在预应力钢绞线的作用下回复到原来的竖向中心位置。
Infilled wall structure system facing self-centering frame
一种面向自定心框架的填充墙结构体系
CHEN ZHONGFAN (author)
2021-08-31
Patent
Electronic Resource
Chinese
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