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发明公开
CN106499212A 压型钢板剪力墙与RC框架梁的连接结构及其施工方法 有权 转让

压型钢板剪力墙与RC框架梁的连接结构及其施工方法
摘要：
本发明公开了一种压型钢板剪力墙与RC框架梁的连接结构及其施工方法。该连接结构包括由框架梁和框架柱构成的RC框架梁，在RC框架梁的内侧固定设置有钢板条，钢板条上设置有螺栓孔，连接结构还包括压型钢板剪力墙，压型钢板剪力墙由相邻压型钢板经部分重叠后固定连接而成，压型钢板剪力墙靠近框架梁的端部与钢板条固定连接。本发明的压型钢板剪力墙与RC框架梁的连接结构及其施工方法，压型钢板加固部件和钢板条连接构件，经济性能佳，在操作和连接方面提出简便易行的连接方式，缩短施工周期；此连接方法解决了实际工程中压型钢板剪力墙与框架梁的连接问题，施工方法可靠。
摘要（英）：

The invention discloses a connection structure of a profiling steel plate shear wall and an RC frame beam and a construction method thereof. The connection structure comprises a frame beam and a RC frame beam composed of frame columns. Steel plate strips are fixedly arranged on the inner side of the RC frame beam, and bolt holes are formed in the steel plate strips. The connection structure further comprises the profiling steel plate shear wall, the profiling steel plate shear wall is formed by partial overlap and fixed connection of adjacent profiling steel plates, and the end portion of the profiling steel plate shear wall next to the frame beam is fixedly connected to the steel plate strips. The connection structure of the profiling steel plate shear wall and the RC frame beam and the construction method thereof adopt the profiling steel plate and the steel plate strips to connect components, are good in economic performance, propose the simple connection way in the operation and connection aspect, and shorten the construction period; the connection method solves the problem of the connection of the profiling steel plate shear wall and the frame beam in actual projects, and is reliable in the construction method.

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