Prefabricated assembled type toughness combined shear wall structure and construction installation method thereof
A combined shear wall and prefabricated assembly technology, which is applied in the direction of walls, building components, building structures, etc., can solve the problems of easy deformation of steel plates and achieve the effect of convenient welding
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[0064] Example 1:
[0065] see attached figure 1 and attached figure 2 , the embodiment of the present invention discloses a prefabricated ductile composite shear wall structure, which is constructed on the foundation foundation 13; including: a steel plate composite shear wall 1, a concrete-filled steel tube column 2, a shear steel plate 8, bolts 9, suspension Pick plate 6, anchor rod 3 and limit steel plate 18;
[0066] The steel plate composite shear wall 1 is arranged vertically, and the bottom edge is attached to the top surface of the foundation foundation 13, and a plurality of circular holes are evenly opened on the lower wall surface of the steel plate composite shear wall 1;
[0067] The CFST column 2 is fixed on the vertical sides of the steel plate composite shear wall 1;
[0068] The number of shear steel plates 8 is two, and they are attached and clamped at the lower part of the front and back of the steel plate composite shear wall 1; vertical strip-shaped ...
Example Embodiment
[0086] Example 2:
[0087] The embodiment of the present invention discloses a construction and installation method for a prefabricated ductile composite shear wall structure, which specifically includes the following steps:
[0088] S1. Assemble the disc spring group 4, the limit steel plate 18, the high-strength nut 5, the backing plate and the anchor rod 3 in advance;
[0089] S2. When the foundation foundation 13 is poured, the shear steel plate 8 and the foundation embedded parts 12 are embedded in the foundation foundation 13, and a vertical upward embedded bolt is embedded and connected to the foundation embedded parts 12;
[0090] S3. The steel plate composite shear wall 1 with the concrete-filled steel tubular column 2 is left with a circular hole during processing, a threaded casing is embedded in the circular hole, and the cantilever plate 6 and the support plate 7 are welded on the column foot;
[0091] S4. Connect the steel plate combined shear wall 1 and the she...
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