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Dynamic vibration absorption and energy consumption apparatus for reducing wind vibration response of high tower structure

A wind vibration response and dynamic vibration absorption technology, applied to towers, building components, earthquake resistance, etc., can solve the problems of few reports, insufficient quantitative analysis of control devices, etc., and achieve the effect of improving the control effect

Inactive Publication Date: 2006-10-04
深圳中建院建筑科技有限公司
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  • Application Information

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Problems solved by technology

There have been many research results on TMD or AMD, but they are all limited to optimization and algorithm research. The application technology research of the control device and the quantitative analysis of the corresponding control results are still insufficient. The effectiveness, safety and security of the control device are still insufficient. Reliability monitoring studies are less reported

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  • Dynamic vibration absorption and energy consumption apparatus for reducing wind vibration response of high tower structure
  • Dynamic vibration absorption and energy consumption apparatus for reducing wind vibration response of high tower structure
  • Dynamic vibration absorption and energy consumption apparatus for reducing wind vibration response of high tower structure

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Embodiment Construction

[0021] The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments.

[0022] Such as figure 1 figure 2 As shown, the dynamic vibration absorbing and energy dissipation device for reducing the wind vibration response of a high tower structure of the present invention is referred to as the control device for short, and includes a steel wire pendulum cable 1 suspended on the structure 6 at one end and a mass block 2 suspended at the other end, and the pendulum cable 1 Generally, it is a steel cable, whose length between the support and the center of mass can be adjusted to control and adjust the natural vibration period of the device, so that it matches the structural control mode shape; the mass block 2 can be a perforated steel ball or a cast aluminum steel ball, The pendulum cable 1 passes through its hole, and the size of the mass block has a direct impact on the control effect. Generally, the sum of the mass...

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Abstract

The invention discloses a dynamic shock-absorbing and dissipating energy device of reducing high tower structure wind vibration response, which comprises the following parts: steel pendulum tie1 whose one end hangs on the structure6, another end hangs with mass block2; the block2 can be used for boring iron shot or casting aluminum steel ball; the pendulum tie1 crosses the hole; the antifatigue damage device is installed in suspension construction; the pendulum tie1 crosses cylindrical compression spring31, whose both extremities of perforated bearing plate32 are clamped by fastener33; the upper, lower end of pendulum tie on mass block2 install antifatigue damage device3; the periphery of mass block is fixed with bump amortization dissipating energy component rubber ring4 whose amortization is more than 5%; There is a protection and repair suspender5 between structure6 and mass block. The control structure is effective, simple and reliable, which is installed in the mast cartridge for vibration damping control the mast structure shacking; the invention improves the control effect, which avoids the big and complicated device.

Description

technical field [0001] The invention relates to the fields of structural engineering and structural vibration control, in particular to a dynamic vibration absorption and energy consumption device for reducing the wind vibration response of a high tower structure. Background technique [0002] Structural vibration control is a new way of anti-seismic and wind-resistant structures that has emerged in the past ten years. After years of unremitting efforts, structural vibration control has made great progress in both theoretical research and engineering application. It is a milestone that, on the basis of a large amount of theoretical work, the National Natural Science Foundation of China established a key project (approval number: 59238160) in 1992 "Research on Seismic and Wind-resistant Control of Building Structures". Tower and Nanjing TV Tower) on the first bridge (Jiangyin Yangtze River Bridge) to carry out the application research of structural control system, which marks...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H12/00
Inventor 滕军刘红军刘文光
Owner 深圳中建院建筑科技有限公司
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