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Scissor-type deformation amplifying device for amplifying energy consumption effect of damper

A technology of amplifying devices and dampers, applied in bridge parts, building components, bridges, etc., can solve the problems such as the failure of the structure to reach the performance target, the out-of-plane instability of the device, and the small energy consumption of the damper, so as to prevent instability, The effect of constraining out-of-plane deformation and increasing the additional damping ratio

Active Publication Date: 2015-12-23
TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, since no special structural measures are taken to prevent out-of-plane instability of the device, under the action of rare earthquakes, the structural deformation is large, which may cause excessive damping force, out-of-plane instability of the device, and the two ends of the damper cannot reach the expected The relative displacement and the energy consumption of the damper are smaller than expected, causing the structure to fail to meet the design performance goals and severely damaged under the action of rare earthquakes

Method used

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  • Scissor-type deformation amplifying device for amplifying energy consumption effect of damper
  • Scissor-type deformation amplifying device for amplifying energy consumption effect of damper
  • Scissor-type deformation amplifying device for amplifying energy consumption effect of damper

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Embodiment 1

[0040] A scissor-type deformation amplifying device for amplifying the energy consumption effect of a damper is an eccentric single-scissor-type structure, such as Figure 1 to Figure 4As shown, the device is arranged in a frame composed of two left and right structural columns 1 and two upper and lower beams 2. The device includes a damper 5, a first support 6, a second support 7, a third support 8 and a fourth support 9. The gusset plate 3, the lug plate 4, the cover plate 10 and the anti-instability plate 11, there are two gusset plates 3, one of which is arranged on the upper beam 2, and the other is arranged between the lower beam 2 and the structural column 1. At the connection, each node plate 3 is fixedly connected with two lugs 4 by welding or bolt connection. The lugs 4 are 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. The lower end of the support 9 is hinged through the r...

Embodiment 2

[0049] like Figure 7 As shown, the difference from Embodiment 1 is that the device of this embodiment is a central single scissors-type deformation amplifying 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. At the connection with one of the structural columns, the gusset plate 3 connected with the third support 8 and the fourth support 9 is arranged at the connection between the lower beam 2 and the other structural column 1.

Embodiment 3

[0051] like Figure 8 As shown, the difference from Embodiment 1 is that the device in this embodiment is a single scissor-type deformation amplifying device for axillary support. In this embodiment, the gusset plate 3 connected to the first support 6 and the second support 7 is arranged above In the middle of the beam 2 , the gusset plate 3 connected with 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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Abstract

The invention relates to a scissor-type deformation amplifying device for amplifying the energy consumption effect of a damper. The device is arranged in a framework composed of a left structural column, a right structural column, an upper beam and a lower beam; the device comprises a damper, a first support, a second support, a third support, a fourth support, a cover plate and an instability prevention plate, wherein the upper end of the cover plate is welded below the first support and the second support, the middle part of the cover plate is hinged with two ends of the damper through movable shafts, the lower end of the cover plate is welded together with the upper end of the instability prevention plate, and the lower end of the instability prevention plate is welded together with the third support and the fourth support. Compared with the prior art, the scissor-type deformation amplifying device has the advantages that the displacement of the damper can be amplified to more than 2 times of the inter-story displacement, the energy consumption of the damper can be increased, and the additional damping ratio of the structure under the actions of wind load and earthquake can be increased; in addition, the out-of-plane stability of the device, caused under the action of rare occurrence earthquake, is avoided by using a construction measure, and the safety of the structure under the action of the rare occurrence earthquake is ensured.

Description

technical field [0001] The invention relates to a device for amplifying the energy consumption effect of a damper, in particular to a scissor-type deformation amplifying device for amplifying the energy consumption effect of a damper. Background technique [0002] Energy dissipation and shock absorption technology is one of the mature high-tech technologies that are widely promoted and applied in the world's earthquake engineering circles. [0003] Dampers have been widely used in building structures and bridges as energy dissipation and shock absorption products, and have made important contributions to ensuring the safety of people's lives and properties. However, since the damper can only exert a good energy dissipation effect under a large displacement, the current damper is mostly used in the shear wall, frame tube and other structures with small displacement, which cannot achieve satisfactory results. The application of dampers in these structures is restricted. [0...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E01D19/00
Inventor 赵昕叶李玮丁鲲秦朗马浩佳杨悦
Owner TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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