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Low-frequency swing-type tuned mass damper

A technology for tuning mass and shock absorbers, which is applied in building components, shockproof and other directions, can solve problems such as inability to meet space requirements, difficulty in applying low-frequency vibration, and pendulum length, etc., to improve applicability and practicability, and has broad market application prospects. , The effect of reducing the installation space

Active Publication Date: 2013-12-11
GERB QINGDAO VIBRATION CONTROL +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] It can be seen from the above table that the existing pendulum-type tuned mass damper is not suitable for controlling low-frequency vibration with a natural frequency lower than 0.15 Hz, mainly because the required pendulum length is too large, which requires too much installation space and poor applicability , in actual engineering, it is basically impossible to meet such a large space requirement
[0009] In summary, it can be seen that, on the one hand, the existing pendulum tuned mass damper is difficult to apply to low-frequency vibration below 0.15 Hz; on the other hand, there are more and more skyscrapers hundreds of meters high, and the wind of these skyscrapers The vibration frequency is often as low as 0.1Hz, and the market urgently needs to provide a tuned mass damper product suitable for low-frequency structural vibration control

Method used

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  • Low-frequency swing-type tuned mass damper
  • Low-frequency swing-type tuned mass damper
  • Low-frequency swing-type tuned mass damper

Examples

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Effect test

Embodiment 1

[0033] Such as figure 1 with figure 2 The low-frequency pendulum-type tuned mass damper of the present invention shown includes a suspension element 2, a suspension element 4, a damping device 6, and a mass block 5. In addition, it also includes a swing bracket 3. The outline of the swing bracket is a cube, and the swing bracket 3. The suspension plate 9 fixedly arranged at the lower part is connected with the suspension element 2 on the outside, and the swing bracket 3 is also connected with the suspension element 4 at the inside through the suspension beam 10 fixedly arranged at the upper part; the lower part of the suspension element 4 is connected with The mass blocks 5 arranged inside the swing bracket 3 are connected; the damping device 6 is disposed below the mass blocks 5 . Among them, the suspension element 2 is a steel rod made of steel rods, the suspension element 4 is a steel cable composed of steel strands; the damping device 6 is composed of a plurality of smal...

Embodiment 2

[0038] Such as image 3 with Figure 4 The difference between the low-frequency pendulum-type tuned mass damper of the present invention and the first embodiment is that the suspension element 2 and the suspension element 4 are all made of steel cables; in addition, it also includes a main bracket 11 and a cable length adjuster 13, The main support 11 is arranged on the outside of the swing support 3, the upper part of the main support 11 is connected to the suspension element 4 adjacent to its inner side, the lower part of the suspension element 4 adjacent to the inner side is connected to the swing support 3, and the cable length adjuster 13 is arranged on the swing support. 3 and the suspension element 4; in addition, the damping device 6 adopts a viscous damper, and the upper and lower ends of the viscous damper are respectively connected with the mass block 5 and the lower structural foundation 7 of the building structure to be damped.

[0039] Due to the addition of the...

Embodiment 3

[0041] In the present invention, a plurality of swing brackets can be provided. When the number of swing brackets exceeds one, the swing brackets are nested with each other from outside to inside. The lower part of each swing bracket is connected to the suspension element adjacent to its outer side, and the upper part is The suspension elements are connected; the lower part of the inner adjacent suspension element is connected with the inner adjacent swing bracket or mass block of the suspension element. The low-frequency pendulum-type tuned mass damper of the present invention provided with two swing brackets is taken as an example to illustrate below. Such as Figure 5 with Image 6 The difference between the low-frequency pendulum-type tuned mass damper of the present invention and the first embodiment is that it includes a swing bracket 3 and a swing bracket 14, and the outlines of the swing bracket 3 and the swing bracket 14 are all in the shape of a truncated cone with ...

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Abstract

The invention belongs to the technical field of damping for civil engineering structure, and particularly relates to a tuned mass damper used for controlling the low-frequency vibration of a building structure. The tuned mass damper comprises suspension components, a damping device and a mass block and is characterized by further comprising at least one swing support, when more than one swing support is arranged, the swing supports are nested from outside to inside, the lower part of each swing support is connected with the adjacent suspension component at the outer side of the swing support, and the upper part of the swing support is connected with the adjacent suspension component at the inner side of the swing support; the lower end of the adjacent suspension component at the inner side of the swing support is further connected with the adjacent swing support at the inner side of the suspension component or with the mass block; and the damping device is connected with the mass block. The tuned mass damper is compact in spatial structure, suitable for control on the vibrations of structures with frequencies of 0.15 Hz and even lower, great in cost performance, capable of effectively expanding the application range of swing-type tuned mass damper products, and very wide in market application prospect.

Description

technical field [0001] The invention belongs to the technical field of vibration reduction of civil engineering structures, and in particular relates to a tuned mass vibration damper for controlling low-frequency vibration of building structures. Background technique [0002] With the development of urban construction, various high-rise, super-high-rise buildings, slender structures, and long-span buildings are increasing. The prevention and control of destructive resonance in such large-span, low-frequency structures has become a reality that has to be solved in engineering construction. Problem, practice has proved that the tuned mass damper (also called mass tuned damper, tuned mass damper or mass tuned damper in the literature, also referred to as TMD in this paper) is an effective vibration control device. The natural frequency is adjusted to be close to the natural frequency of the structure, and then installed on the structure. When the structure is disturbed by the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 尹学军孔祥斐王乾安
Owner GERB QINGDAO VIBRATION CONTROL
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