Limiting link type low-frequency shock-isolation energy-dissipating support

An energy-dissipating support and low-frequency technology, which is applied in the direction of earthquake resistance and building components, can solve the problems of poor vibration control effect, inability to achieve energy consumption effect, and limit the bottom space, etc., to achieve flexible torsion resistance and shock absorption, and alleviate earthquake energy The transmission, the effect of ensuring safety

Inactive Publication Date: 2015-11-18
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Most obviously, the use of seismic wall design restricts the ground floor space and consumes manpower
For the arrangement of inter-column supports in industrial plants, the amount of steel used is relatively large, and the arrangement is also relatively complicated. When an earthquake strikes, the vibration control effect is not good, and a good energy consumption effect cannot be achieved.

Method used

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  • Limiting link type low-frequency shock-isolation energy-dissipating support
  • Limiting link type low-frequency shock-isolation energy-dissipating support
  • Limiting link type low-frequency shock-isolation energy-dissipating support

Examples

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Embodiment

[0027] In this embodiment, the application object is a single-story industrial factory building with a height of 8 meters, a length of 36 meters, and a width of 21 meters. The invention is installed at the bottom of the structure. According to the design results, the length of the rigid backing plate 1 is 1 meter and the thickness is 20 mm, and the construction steel is used. The outer diameter ratio C of the disc spring group 2 is 2.5. The outer diameter is 250mm, the inner diameter is 100mm, the height is 2.8mm, and the thickness is 1mm. It adopts multiple connection methods. The total height after connection is 80mm. The materials are all construction steel. The inner diameter of the rigid protective tube 3 is 250mm, and the height is 74mm, which is convenient for the disc spring group 2 to be placed therein. The length of the horizontal bar 4 is 750mm, and the width is 70mm. The length of the oblique rod 7 is 300mm, and the included angle between the oblique rod 7 and the...

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Abstract

The invention relates to a limit connecting rod type low frequency vibration isolation energy-consumption support and belongs to the technical field of structural engineering earthquake resistance and vibration reducing. The support comprises a rigid base plate, a disc spring set, a rigid protective cylinder, a horizontal bar, a universal hinge, a tension spring set, a sway rod, a limit spring, a U-shaped bracket and a herringbone damping support. In the condition of normal use, the vibration isolation energy-consumption support disclosed by the invention has higher static stiffness, and is capable of bearing the weight of an upper structure, meanwhile, and the disc spring set generates smaller deformation and transmits load to a lower structure. Under the seismic action, as a connecting rod system composed of the horizontal bar and the sway rod generates negative stiffness under the action of the load, the herringbone damping support has higher static stiffness, the stiffness of the entire system is reduced to be very small by connecting with a negative stiffness mechanism in parallel, the frame structure is enabled to be in low frequency, vibration of the external structure in an earthquake can be effectively controlled, a viscosity damper at the bottom can generate small vibration to dissipate energy of the earthquake, and thus the safety of the whole structure is guaranteed.

Description

technical field [0001] The invention relates to a position-limiting connecting rod type low-frequency shock-isolation energy-consuming support, which belongs to the field of anti-seismic, shock-absorbing and wind-resistant technical fields of building structure engineering. Background technique [0002] Earthquake is an unavoidable natural phenomenon in human society. 90% or more of the casualties and economic losses caused by earthquakes are caused by the collapse of buildings. Therefore, all countries in the world are committed to doing a good job in earthquake resistance and disaster reduction of projects, and are committed to improving the earthquake resistance level of construction projects and improving the earthquake resistance of construction projects. When building buildings in earthquake areas, in order to reduce the potential earthquake threat, it is necessary to carry out seismic design for buildings, among which, adopting seismic isolation design is one of the e...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 何浩祥陈奎李瑞峰韩恩圳
Owner BEIJING UNIV OF TECH
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