A scissor-type deformation amplification device for amplifying the energy dissipation effect of the damper
A technology of amplifying devices and dampers, applied in bridge parts, building components, bridges, etc., can solve the problems of failure of the structure to achieve performance goals, out-of-plane instability of the device, failure of the damper, etc., to prevent instability, The effect of constraining out-of-plane deformation and increasing the additional damping ratio
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Embodiment 1
[0040] A scissor-type deformation amplification device for amplifying the energy dissipation effect of the damper, which is an eccentric single-scissor-type structure, such as Figure 1 ~ Figure 4As shown, the device is set in a frame composed of two left and right structural columns 1 and two upper and lower beams 2, and the device includes a damper 5, a first support 6, a second support 7, a third support 8 and a fourth support 9. Gusset plate 3, lug plate 4, cover plate 10 and anti-instability plate 11, there are two gusset plates 3, one of which is set on the upper beam 2, and the other is set on the lower beam 2 and the structural column 1 At the connection, each gusset plate 3 is fixedly connected with two ear plates 4 by means of welding or bolt connection, and the ear plate 4 is connected to the upper end of the first support 6, the upper end of the second support 7, the lower end of the third support 8 or the fourth support. The lower end of the support 9 is hinged by...
Embodiment 2
[0049] Such as Figure 7 As shown, the difference from Embodiment 1 is that the device of this embodiment is a central single scissors type deformation amplification device. In this embodiment, the gusset plate 3 connected with the first support 6 and the second support 7 is arranged on the upper beam 2 and one of the structural columns, the gusset plate 3 connected to the third support 8 and the fourth support 9 is arranged at the connection of the lower beam 2 and the other structural column 1.
Embodiment 3
[0051] Such as Figure 8 As shown, the difference from Embodiment 1 is that the device of this embodiment is a single-scissors-type deformation amplification device with arm support. In this embodiment, the gusset plate 3 connected with the first support 6 and the second support 7 is arranged above In the middle of the beam 2 , the gusset plate 3 connected to the third support 8 and the fourth support 9 is arranged in the middle of one of the structural columns 1 . In this embodiment, the strength of the structural column 1 is such that no damage occurs under rare earthquakes.
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