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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

Active Publication Date: 2017-07-14
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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  • A scissor-type deformation amplification device for amplifying the energy dissipation effect of the damper
  • A scissor-type deformation amplification device for amplifying the energy dissipation effect of the damper
  • A scissor-type deformation amplification device for amplifying the energy dissipation effect of the damper

Examples

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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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Abstract

The invention relates to a scissors-type deformation amplification device for amplifying the energy consumption effect of a damper. The device is arranged in a frame composed of two left and right structural columns and two upper and lower beams. The device includes a damper, a first support, a second The support, the third support, the fourth support, the cover plate and the anti-instability plate, the upper ends of the cover plate are respectively welded under the first support and the second support, and the middle part of the cover plate is respectively hinged with the two ends of the damper through the movable shaft. The lower end of the cover plate is welded with the upper end of the anti-instability plate, and the lower end of the anti-instability plate is welded with the third support or the fourth support respectively. Compared with the prior art, the device of the present invention can amplify the displacement of the damper to more than 2 times the interstory displacement, increase the energy consumption of the damper, and increase the additional damping ratio of the structure under wind load and earthquake; and adopt structural measures Prevent the device from being unstable out of the plane under rare earthquakes, and ensure the safety of the structure under rare earthquakes.

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 amplification device for amplifying the energy consumption effect of a damper. Background technique [0002] Energy dissipation and shock absorption technology is one of the most mature high-tech technologies popularized and applied in the field of earthquake engineering in the world. It is called "one of the most important achievements of earthquake engineering in the world in the past 40 years" by American earthquake experts. [0003] As an energy dissipation and shock absorption product, dampers have been widely used in building structures and bridges, and have made important contributions to ensuring the safety of people's lives and property. However, because the damper can only exert a good energy dissipation effect under a large displacement, and currently the damper is mostly used in structures such as shear wal...

Claims

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Application Information

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Patent Type & Authority Patents(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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