Big-tonnage cantilever type horizontal tuned mass damper for regulating eddy-current damping

A technology of tuning mass damping and eddy current damping, which is applied to bridges, bridge parts, bridge construction, etc., can solve the problems of difficult adjustment of frequency and damping parameters, achieve high durability and reliability, simplify structure and manufacturing process, and improve The effect of the ratio

Active Publication Date: 2011-04-27
湖南省潇振工程科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is to provide a large tonnage cantilever beam horizontal tuned mass damper with eddy current damping adjustment for the problem that the frequency and damping parameters of the existing large tonnage tuned ma

Method used

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  • Big-tonnage cantilever type horizontal tuned mass damper for regulating eddy-current damping
  • Big-tonnage cantilever type horizontal tuned mass damper for regulating eddy-current damping

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Embodiment Construction

[0026] Such as figure 1 As shown, the large-tonnage horizontal cantilever type eddy current tuned mass damper of the present invention includes an equal-strength cantilever beam composed of two side pillars 7 and a crossbeam 18. 7. The bottom end is fixed on the base 14; its structural feature is that the upper end of the mass block 1 is connected with the beam 18, and the lower end of the mass block 1 is equipped with a rectangular permanent magnet 9; The copper plate 12 installed on the base 14 has a gap between the copper plate 12 and the rectangular permanent magnet 9 .

[0027] The base 14 is made of channel steel.

[0028] Such as figure 1 , a composition of the beam height adjustment mechanism is that the end of the beam 18 is mounted on the ball bearing 3 with a seat, the seat of the ball bearing 3 with a seat is mounted on the pillar, and the screw rod 6 is adjusted by the height of the support point of the beam. Adjust the installation position of the ball bearing...

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Abstract

The invention relates to a horizontal vibration energy-absorbing and vibration-damping device used for large engineering structures such as a longspan foot bridge, belonging to the field of vibration control of civil engineering structures. The horizontal vibration energy-absorbing and vibration-damping device comprises a constant strength cantilever beam consisting of struts at two sides and a cross beam, two ends of the cross beam are respectively and correspondingly connected with the struts at two sides, and the bottom ends of the struts at two sides are fixed on a foundation. The horizontal vibration energy-absorbing and vibration-damping device is characterized in that the upper end of a mass block is connected with the cross beam, the lower end of the mass block is provided with a rectangular permanent magnet; and one side of the lower part of the mass block is provided with a copper plate fixedly arranged on the foundation through a supporting member, and a gap is reserved between the copper plate and the rectangular permanent magnet. The invention ensures that the rigidity and the dampness of the tuned mass damper system realize complete separation, easily realizes that the damping ratio of TMD is continuously adjustable within a larger range though regulating the gap between the permanent magnet and the copper plate, and effectively solves the problems of oil leakage failure in the conventional TMD, difficult regulation of the damping parameters and interference on the frequency.

Description

technical field [0001] The invention belongs to the field of vibration control of civil engineering structures, and in particular relates to a large-tonnage horizontally tuned mass damper using cantilever beams and eddy currents as stiffness and damping elements respectively, which is suitable for horizontal vibration control of large-scale engineering structures such as long-span pedestrian bridges . Background technique [0002] With the increasing use of lightweight and high-strength materials and the improvement of structural aesthetic requirements, modern footbridges are becoming lighter and lighter, and have extremely small structural inherent damping ratios. In recent years, some pedestrian bridges have experienced large-scale lateral vibrations aroused by pedestrians, which seriously affect the comfort of pedestrians and the durability of bridges. Although the lateral vibration mechanism of pedestrian bridges is still in the exploratory stage, the engineering commun...

Claims

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Application Information

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IPC IPC(8): E01D19/00E04B1/98
Inventor 王建辉陈政清
Owner 湖南省潇振工程科技有限公司
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