Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof

A technology for tuning mass damping and vibration reduction devices, which is applied to building components, shockproofing, etc., can solve the problem of low cost, and achieve the effects of low cost, convenient manufacture, and simple structure

Inactive Publication Date: 2009-04-22
OCEAN UNIV OF CHINA
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the defects that the existing tuned mass damper cannot control the vibration of multiple frequencies of the controlled structure at the same time, the structure is simple and does not require external energy support, and an adaptive frequency conversion tuned mass damper is proposed. Vibration device and self-adaptive frequency conversion method realize better control of the vibration of the controlled structure at multiple frequencies. The structure is simple, easy to manufacture, no external energy is required during work, and the cost is low.

Method used

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  • Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof
  • Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof
  • Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof

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Effect test

Embodiment 1

[0022] Such as figure 1 As shown, the present invention consists of a tuned mass damper 1, a variable stiffness drive system 2 and a small spring-mass system 3 with a specific natural frequency, wherein the tuned mass damper 1 includes an elastic rod 5 and a mass block 4, wherein the elastic rod 5 One end of the damper is fixed, the top is provided with a mass block 4, and the natural frequency of the tuned mass damper is the same as a certain working frequency of the controlled structure. The small spring mass system 3 includes an additional elastic rod 7 and a small mass 6 fixed on the top of the elastic rod, and the other end of the additional elastic rod 7 is fixed. The variable stiffness driving system 2 is composed of a pneumatic driving system and a hydraulic cylinder 14. The chambers on both sides of the piston of the hydraulic cylinder 14 are respectively connected to the oil storage tank 13 through a hydraulic pipeline 12. The hydraulic pipeline 12 is provided with a...

Embodiment 2

[0027] In this embodiment, the variable stiffness drive adopts the electric drive mode, that is, the variable stiffness drive system includes a small generator and a hydraulic cylinder. Electromagnetic hydraulic valve, wherein the driving end of the generator is connected with the small mass block in the small spring mass system, and the electric energy generated by it drives the electromagnetic hydraulic valve to act. When the vibration frequency of the controlled structure is the same as the natural frequency of the tuned mass damper, the small spring mass system does not act, and the tuned mass damper acts as a damper at its own frequency; when the vibration frequency of the controlled structure is the same as one of the small When the natural frequency of the spring-mass system is the same, the kinetic energy generated by the resonance of the small mass block in the system drives the generator connected to it to generate electricity, and the electric energy generated change...

Embodiment 3

[0030] Such as image 3 As shown, the tuned mass damper includes a mass block 4, a spring 18 and a damper 17, and its natural frequency is the same as a certain working frequency of the controlled structure. The small spring-mass system 3 includes an additional spring 19 and a small mass 6 connected to the additional spring 19, and the other end of the additional spring 19 is fixed. The variable stiffness drive system 2 is composed of a pneumatic drive system and a hydraulic cylinder 14. The chambers on both sides of the piston of the hydraulic cylinder are respectively connected to the oil storage tank 13 through a hydraulic pipeline 12. The hydraulic pipeline 12 is provided with a pneumatic hydraulic valve 11, which is driven by pneumatic pressure. The system includes an air pump 8 and an air storage tank 10, the driving piston in the air pump 8 is connected to the small mass 6, the air inlet of the air storage tank 10 is connected to the air pump 8, and the air outlet is co...

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Abstract

The invention relates to the field of general building structures, in particular to a self-adaptive variable frequency tuned mass damping device and a self-adaptive frequency variation method for controlling the vibration of a high rise or tall building. The self-adaptive variable frequency tuned mass damping device overcomes the defects that the prior tuned mass damper cannot well control the vibrations of a plurality of frequencies of a controlled structure, has a simple structure and needs the support from external energy. The self-adaptive variable frequency tuned mass damping device comprises a tuned mass damper which comprises a mass block, a damper and an elastic component, wherein the self-adaptive variable frequency tuned mass damping device also comprises a small spring mass system with a specific natural frequency; and the small spring mass system consists of the elastic component and a small mass block and is connected with the tuned mass damper through variable rigidness driving systems which are connected in a parallel mode or in a series mode. The self-adaptive variable frequency tuned mass damping device achieves the aim of better controlling the vibrations of a controlled structure at a plurality of frequencies and has the advantages of simple structure, convenient manufacture, no need of external energy in work, and low cost.

Description

technical field [0001] The invention relates to the field of general building construction, in particular to an adaptive frequency conversion tuning mass damping vibration reduction device and an adaptive frequency conversion method for controlling the vibration of high-rise or towering buildings. Background technique [0002] In recent years, with the advancement of technology, a large number of high-strength and lightweight building materials have been used in buildings, and as their heights have become higher and higher, the structural damping of buildings has continued to decrease. Under dynamic loads such as strong winds and earthquakes, high-rise Or high-rise buildings will produce relatively strong vibrations, which will not only make users feel uncomfortable and cause panic, but also cause excessive vibrations to cause failure and destruction of building structures. For this reason, people have proposed mechanism vibration control methods. Structural vibration contro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 杨永春赵金赛
Owner OCEAN UNIV OF CHINA
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