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Viscoelastic FM mass damper for cable-stayed vibration suppression

A frequency modulation mass damping and viscoelastic technology, applied in bridge parts, bridges, buildings, etc., can solve the problems of inability to adjust damping force, difficult to achieve vibration reduction effect, etc., achieve good creep resistance and anti-relaxation performance, simple structure, Wide range of effects

Active Publication Date: 2017-10-03
徐赵东 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the biggest disadvantage of these dampers is that the damping force cannot be adjusted according to the vibration size, and it is difficult to achieve the ideal vibration reduction effect.

Method used

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  • Viscoelastic FM mass damper for cable-stayed vibration suppression

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Effect test

Embodiment Construction

[0011] like figure 1 As shown, a viscoelastic FM mass damper for cable-stayed cables of the present invention consists of a variable-section spring steel (2), a mass block (3), a viscoelastic damper (4), a steel rod (5) and a connector (6) Composition. Among them, the steel rod (5) is rigidly connected to the variable-section spring steel (2), the mass block (3) is welded to the variable-section spring (2) steel, and the connecting piece (6) is connected to the variable-section spring steel (2) and cable-stayed The cables (1) are all rigidly connected; the centrally symmetrical design of the connecting piece (6) can effectively avoid or reduce the damage of the flexible structure under the action of transverse wind force. The adoption of the symmetrical structure and the design of the rigid connection can prevent the damper from rotating centered on the connecting piece (6). Since the whole device can be connected in all directions around the stay cable or the transmission l...

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Abstract

A viscoelastic frequency modulation mass damper for stay cable vibration suppression is a device used for vibration suppression of stay cables of long-span bridges or transmission lines of large spans. energy consumption. The device is mainly composed of variable section spring steel, mass block, viscoelastic damper, steel rod and connecting piece. The up-and-down vibration of the mass blocks on both sides causes the spring steel to undergo reciprocating deformation, thereby causing the viscoelastic damper to dissipate energy and reduce vibration; the concentrated force generated by the mass blocks at both ends with the vibration of the system is superimposed on the connecting piece, which produces a frequency modulation quality for the stay cable. Damper effect, so as to play a vibration reduction effect. The variable-section spring steel used in this patent has a large middle section and gradually becomes smaller toward both ends, which is not only safe and reliable, but also makes the amplitude of the mass blocks at both ends larger during the vibration process, so that the viscoelastic damper has a significant vibration reduction effect. .

Description

technical field [0001] A vibration-suppressing viscoelastic frequency-modulating mass damper for cable-stayed cables is a device used for vibration suppression of cable-stayed cables of long-span bridges or large-span transmission lines. Background technique [0002] The vibration reduction technology that widely exists in long-span bridge stay cables or long-span transmission lines is a very important research field. Under the action of wind force, stay cables in a certain posture are prone to large-amplitude vibrations. The severe vibration will cause cracks in the anchorage area, the cable sleeve will break, reduce the service life of the stay cable, increase the maintenance cost of the bridge and cause greater economic losses, and even cause bridge accidents. In terms of wind-vibration control of stay cables, the current common method is to install dampers on stay cables, such as magnetorheological dampers and friction dampers, to achieve the purpose of vibration reducti...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/00E01D19/16
Inventor 徐赵东郑国栋王鲁钧罗月静
Owner 徐赵东
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