Tuned mass damper for controlling tri-dimensional translation and horizontal torsion of building structure and manufacturing method thereof

A technology for tuning mass damping and building structures, which is applied to building components, shockproofing, etc., can solve problems such as poor multi-dimensional vibration control and control effects, and achieve the effects of convenient multi-dimensional tuning vibration reduction control, low cost, and flexible layout

Inactive Publication Date: 2012-07-25
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The most obvious is that the general tuning system is only designed for the vibration reduction of the structure in a certain horizontal direction, and the effect of multi-dimensional vibration control, especially vertical and torsional vibration control is not good.

Method used

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  • Tuned mass damper for controlling tri-dimensional translation and horizontal torsion of building structure and manufacturing method thereof
  • Tuned mass damper for controlling tri-dimensional translation and horizontal torsion of building structure and manufacturing method thereof
  • Tuned mass damper for controlling tri-dimensional translation and horizontal torsion of building structure and manufacturing method thereof

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Embodiment Construction

[0022] The present invention will be further described below in conjunction with accompanying drawing:

[0023] Such as Figure 1-Figure 3 As shown, this embodiment includes a tuning mass 1 that moves along the two horizontal axes of the building structure, a horizontal viscous damper 2 connected to the tuning mass 1, a universal rolling ball joint 3 installed at the bottom of the tuning mass 1, The limit baffle 4 connected to the horizontal viscous damper 2, the horizontal partition 5, the torsion mass 6, the torsion lever 7, the anti-torsion shaft 8, the anti-torsion fixed shaft 9, the torsion damping spring 10 and the horizontal partition 5 vertical viscous dampers 11 at the bottom.

[0024] In this embodiment, the application object is a 12-story building with a height of 32 meters, a length of 36 meters, and a width of 21 meters. The invention is installed on the top floor of the building structure, near the centroid of the building structure. According to the design r...

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Abstract

The invention relates to a tuned mass damper for controlling tri-dimensional translation and horizontal torsion of a building structure and a manufacturing method thereof, belonging to the technical field of structural engineering seismic resistance and shock absorption. The damper comprises two tuned mass blocks which move along the two horizontal axis directions of the building structure, horizontal viscous dampers connected with the tuned mass blocks, universal rolling spherical hinges arranged at the bottom of the tuned mass blocks, limit baffles connected with the horizontal viscous dampers, horizontal clapboards, torsion mass blocks, torsional levers, torsion shafts, torsion fixed shafts, torsional damper springs and vertical viscous dampers arranged at the bottom of the horizontal clapboards. The tuned mass damper for controlling tri-dimensional translation and horizontal torsion of a building structure can perform tuned energy dissipation shock absorption in the two horizontal directions, vertical direction and horizontal torsional direction of the building structure.

Description

technical field [0001] The invention relates to a damper for controlling bidirectional horizontal, vertical and torsional vibrations of a building structure by relying on horizontal movement and rotation in a plane of a tuning mass and a manufacturing method thereof, belonging to the technical field of anti-seismic, anti-shock and wind resistance of structural engineering . Background technique [0002] The ground motion during an earthquake is a complex multi-dimensional motion, including three translational components and three rotational components. The multidimensional characteristics of earthquake motion determine that the dynamic characteristics of building structures under earthquakes are also multidimensional, including both horizontal and vertical deformations, as well as torsional and swaying deformations. The causes of torsional vibration are: first, there is a rotational component in the ground motion, or there is a phase difference in the motion of various poin...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 何浩祥闫维明陈彦江李勇
Owner BEIJING UNIV OF TECH
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