Energy-dissipating shear wall structure with beams through corrugated steel plates
A technology of corrugated steel plates and shear walls, applied to walls, building components, building structures, etc., can solve the problems of low assembly level, poor shear bearing capacity, and many consumables, so as to improve shear bearing capacity and improve The effect of improving the shock absorption ability and the degree of assembly
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Embodiment 1
[0048] Such as figure 1 As shown, a beam-through corrugated steel plate energy-dissipating shear wall structure includes a first corrugated steel plate shear wall panel 1, a second corrugated steel plate shear wall panel 2, an upper edge steel column 3, and a lower edge steel column 4. The corrugated steel plate energy dissipation section 5 and the short steel columns 6 on the left and right sides of the corrugated steel plate energy consumption section; the corrugated steel plate energy dissipation section 5 and the short steel columns 6 on the left and right sides of the corrugated steel plate energy consumption section are located in the middle of the floor.
[0049] The upper end of the corrugated steel plate energy dissipation section 5 and the lower end of the first corrugated steel plate shear wall sheet 1 are connected together by welding or bolt connection or a combination of bolt connection and welding. The corrugated steel plate energy dissipation section 5 The lowe...
Embodiment 2
[0059] The structural form of this embodiment is basically the same as that of Embodiment 1, and the difference with Embodiment 1 is:
[0060] Such as Figure 6 As shown, the corrugated steel plate energy dissipation section 5 includes a shear damper 54, and the left and right sides of the shear damper 54 are respectively welded with end plates or H-shaped steel columns 52, and the shear damper The device 51 and the end plate or the upper and lower ends of the H-shaped steel column 52 are respectively connected with a steel beam 53 by welding or bolt connection or a combination of bolt connection and welding. In this embodiment, the corrugated steel plate 51 of the corrugated steel plate energy dissipation section 5 in the first embodiment is replaced with a shear type damper 54, which can also achieve the purpose of energy dissipation.
[0061] To sum up, the energy-dissipating shear wall structure of the beam through corrugated steel plate of the present invention adopts th...
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