Efficient damping swing wall with scissor type amplifying device
An amplifying device and scissor-type technology, applied in the field of swing walls, can solve the problems of limited energy dissipation and shock absorption efficiency of swing walls, and achieve the effects of strong implementability, reduced residual deformation, and good swing amplitude
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Embodiment 1
[0030] combine figure 1 and Figure 4 As shown, this embodiment provides a high-efficiency shock-absorbing rocking wall with a scissor-type amplifying device, including a rocking wall 1, a connecting steel beam 2, a steel diagonal brace 3, a scissor-type amplifying device 4 and a damper 5; wherein, the said The swinging wall is connected to the original structure 6 through the connecting steel beams, the swinging wall 1 is hingedly connected to the structural foundation through the steel diagonal braces 3 at the bottom of the structure, and the scissor-type amplifying device 4 is arranged at both ends of the lower part of the swinging wall 1 , the damper 5 is arranged in the middle part of the scissors-type amplifying device 4; .
[0031] Preferably, the scissor-type magnifying device 4 is composed of four rigid rods, and the scissors-type magnifying device 4 is hingedly connected to the structural foundation through an ear plate and a pin shaft.
[0032] Preferably, the bo...
Embodiment 2
[0034] combine figure 2 and Figure 5 As shown, the difference between the second embodiment and the first embodiment is only that the bottom hinged position of the scissor-type magnifying device 4 moves outward, and is located between the original structure 6 and the rocking wall 1 .
Embodiment 3
[0036] combine image 3 and Image 6 As shown, the difference between the third embodiment and the first embodiment is only that the bottom of the scissor-type magnifying device 4 is hingedly connected to the root of the original structure 6 .
[0037] This application works as follows:
[0038] The working principle of the rocking wall is to "weake" the structural system by loosening the constraints between the root and the foundation, articulating with the foundation, and "weakening" the structural system, allowing it to sway within a certain range under earthquakes, and changing the original structural deformation mode, so that the structure can finally reduce earthquakes. The effect of the reaction ensures the overall security of the structural system. In order to better control the rocking amplitude of the structure under the action of earthquake, a damper is arranged at the bottom of the rocking wall. Energy dissipation and shock absorption. The device uses the sciss...
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