Novel tuned particle mass damper

A technology of tuning mass damping and particle dampers, which is applied to bridge parts, building components, bridges, etc., can solve the problems of restricting particle rolling or sliding, friction, collision, etc., and achieves ease of use and enhanced energy consumption and vibration reduction effects Effect

Inactive Publication Date: 2014-01-29
TONGJI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the particle-to-particle and particle-to-cavity collisions after the damping particles start to vibrate in the particle damper are mostly elastic collisions, and the ability of collisions to dissipate structural energy is li

Method used

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  • Novel tuned particle mass damper
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  • Novel tuned particle mass damper

Examples

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Embodiment 1

[0021] Embodiment 1: as Figure 1 to Figure 4 As shown, it is a new tuned particle damper of the present invention, including a damper fixing plate 1, a mass sliding cavity 2, a mass 3, a connecting spring 4, a viscous damper 5, a connecting rod 6, and a damper cavity 7 , a damper compartment plate 8 and multi-graded damping particles 9 . The mass 3 can slide in the mass sliding cavity 2 with low damping. The connecting spring 4, the viscous damper 5 are connected with the inner wall of the mass sliding chamber 2 and the outer side of the mass 3, the connecting rod 6 is connected with the inner side of the mass 3 and the damper cavity 7; the damper cavity 6 is a cylinder, vertical The direction contains more than two damper bulkheads 8, each damper bulkhead 8 is evenly placed with multi-graded damper particle groups 9; the movement of the damper cavity 7 in the plane is opposite to the motion of the basic structure, resulting in Contrary to the control force of the structure...

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Abstract

The invention relates to a novel tuned particle mass damper and belongs to the technical field of shock resistance and absorption of structural engineering. The novel tuned particle mass damper comprises a damper fixing plate, mass block sliding cavities, mass blocks, connecting springs, viscous damper units, connecting bars, a damper cavity, damper chamber separating plates, multi-stage damping particle groups. Four sliding cavities are arranged on the damper fixing plate; four mass blocks are arranged inside the four sliding cavities, perform low-damping movement inside the internal tracks of the sliding cavities and are connected with the damper fixing plate through the viscous damper units and the springs and connected with the damper cavity through the connecting bars. The chamber separating plates are arranged inside the damper cavity, a single layer of the multi-stage damping particle groups are uniformly arranged on every chamber separating plate. Under the action of wind and/or earthquakes, the damper cavity moves opposite to a basic structure on the plane and generates control force opposite to that of the basic structure, internal damping particles collide fiercely to rapidly dissipate system mechanical energy and further improve system damping effects.

Description

technical field [0001] The invention relates to a novel tuned particle mass damper, which combines the characteristics of the tuned mass damper and the particle damper, and belongs to the field of vibration control of civil structures (including high-rise buildings, towering structures and bridge structures, etc.). Background technique [0002] In recent years, with the continuous and in-depth research on the structure's earthquake resistance and disaster reduction, people have higher and higher requirements for the structure's anti-seismic and wind resistance performance. Tuned mass damper (TMD) vibration reduction control technology has been widely valued because of its small change to the original structure, simple construction, and remarkable vibration reduction effect. The mechanism of its vibration control on the structure is: the dynamic characteristics of the original structure system change due to the addition of a tuned mass damper, and when the original structure ...

Claims

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Application Information

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IPC IPC(8): E04B1/98E01D19/00
Inventor 李培振张泽楠张丛嘉刘烨鲁正
Owner TONGJI UNIV
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