Assembled integral mortise and tenon joint multi-cavity steel plate composite shear wall and its construction method
A technology of combined shear wall and construction method, applied in the direction of wall, protective building/shelter, earthquake-proof, etc., can solve the problems of no combined shear wall, complex construction process, low assembly efficiency, etc., to solve the assembly efficiency Low, good seismic performance, simple design effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0067] like Figure 1-12 As shown, the present invention provides an assembled integral tenon-and-mortise joint multi-cavity steel plate composite shear wall, the shear wall includes a wall body, a horizontal connection structure 3 arranged on the top surface of the wall body, and a first method arranged at the bottom of the wall body. The blue plate 4, the wall body includes an outer steel plate, a vertical partition 6 arranged in the outer steel plate at intervals, a reserved cavity 7 arranged at the lower part of the wall body, an inner filling concrete 8, and a spacer arranged in the inner filling concrete 8. Pre-embedded bellows 9; the first flange 4 is a rectangular frame, the edge of the frame is provided with a first bolt hole 10, and the lower part of the outer steel plate is welded and fixed to the inner edge of the frame of the first flange 4. The vertical partition 6 can be a steel plate or a truss; when the vertical partition 6 is a steel plate, a steel plate with...
Embodiment 2
[0094] Embodiment 2, assembling integral tenon-and-mortise joint multi-cavity steel plate composite shear wall and its construction method, the same as Embodiment 1, the difference is that the first flange 4 is provided with the first lug plate 23, the second flange The plate 11 is provided with a second lug plate 24 , and the connection node between the first flange plate 4 and the second flange plate 11 is connected and fixed by the first lug plate 23 and the second lug plate 24 . For details, see Figure 14 and 15 , Open bolt holes in the lug plate, and use high-strength bolts 2 to connect at the construction site.
[0095] The assembled integral tenon-and-mortise joint multi-cavity steel plate composite shear wall and the construction method thereof provided by the invention enrich the structural system of the current steel structure building. It solves the problems of discontinuous column network, excessively dense column network, exposed beams and exposed columns cause...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


