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Combination system of energy dissipation coupling beams and viscous dampers and design method of combination system

A viscous damper and viscous damping technology, which is applied to building components, earthquake resistance, building types, etc., can solve the problems of limited additional damping ratio and limited shock absorption capacity, so as to reduce wall thickness, reduce earthquake effect, and better The effect of promoting prospects

Pending Publication Date: 2018-05-04
NANTONG LANKE DAMPING TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the traditional shear wall structure system, only energy-dissipating coupling beams are arranged, but due to the limitations of the energy-dissipating coupling beams themselves, the additional damping ratio provided by them is limited, so the shock absorption capacity is limited

Method used

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  • Combination system of energy dissipation coupling beams and viscous dampers and design method of combination system
  • Combination system of energy dissipation coupling beams and viscous dampers and design method of combination system
  • Combination system of energy dissipation coupling beams and viscous dampers and design method of combination system

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Embodiment 1

[0039] In recent years, due to the frequent occurrence of earthquakes, energy-dissipating shock-absorbing technology has attracted the attention of many designers, but due to the limitation of the shear wall structure system, there are few places to arrange dampers in the shear wall structure. At present, only energy-dissipating coupling beams are used in shear walls, but due to the limitations of energy-dissipating coupling beams, the additional damping ratio provided by them is limited, and the seismic force reduction is limited.

[0040] In order to overcome the above-mentioned technical problems, this embodiment proposes a combined system of energy-dissipating coupling beams and viscous dampers. Such as figure 1 with figure 2 As shown, the combined system consists of a viscous damper 1 and an energy-dissipating connecting beam 5, wherein the viscous damper 1 provides dynamic stiffness and viscous damping for the combined system, and the energy-dissipating connecting beam...

Embodiment 2

[0045] In recent years, due to the frequent occurrence of earthquakes, energy-dissipating shock-absorbing technology has attracted the attention of many designers, but due to the limitation of the shear wall structure system, there are few places to arrange dampers in the shear wall structure. At present, only the energy-dissipating coupling beam 5 shock absorption technology is used in shear walls, but due to the limitations of the energy-dissipating coupling beam 5 itself, the additional damping ratio provided by it is limited, and the seismic force reduction is limited.

[0046] In order to overcome the above-mentioned technical problems, this embodiment proposes a combined system of energy-dissipating coupling beams and viscous dampers. Such as image 3 with Figure 4 As shown, the combined system consists of a viscous damper 1 and an energy-dissipating connecting beam 5, wherein the viscous damper 1 provides dynamic stiffness and viscous damping for the combined system, ...

Embodiment 3

[0051] In recent years, due to the frequent occurrence of earthquakes, energy-dissipating shock-absorbing technology has attracted the attention of many designers, but due to the limitation of the shear wall structure system, there are few places to arrange dampers in the shear wall structure. At present, only the energy-dissipating coupling beam 5 shock absorption technology is used in shear walls, but due to the limitations of the energy-dissipating coupling beam 5 itself, the additional damping ratio provided by it is limited, and the seismic force reduction is limited.

[0052] In order to overcome the above-mentioned technical problems, this embodiment proposes a combined system of energy-dissipating coupling beams and viscous dampers. Such as Figure 5 with Image 6 As shown, the combined system consists of a viscous damper 1 and an energy-dissipating connecting beam 5, wherein the viscous damper 1 provides dynamic stiffness and viscous damping for the combined system, ...

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Abstract

The invention discloses a combination system of energy dissipation coupling beams and viscous dampers and a design method of the combination system, and belongs to the technical field of earthquake resistance and disaster prevention of building structures. The combination system consists of the multiple energy dissipation coupling beams and the multiple viscous dampers. The multiple energy dissipation coupling beams are arranged between adjacent two wall columns side by side. The position between the adjacent two wall columns is divided into a plurality of holes through the multiple energy dissipation coupling beams. Each hole is internally provided with at least one viscous damper. In the combination system, the energy dissipation coupling beams can provide effective stiffness and a certain damping ratio, the viscous dampers can provide high additional damping ratio and dynamic stiffness, in this way, the stiffness of a shear wall structure can be ensured, and meanwhile, seismic action can be reduced through the damping ratio, wall thickness is reduced, the cost is reduced, the building space is reduced, and good promoting prospects are achieved.

Description

technical field [0001] The invention relates to a combination system of an energy-dissipating connecting beam and a viscous damper and a design method thereof, belonging to the technical field of earthquake resistance and disaster prevention of building structures. Background technique [0002] Earthquake disasters are sudden and devastating, which seriously threaten the safety of human life and property. my country is located in the two most active seismic belts in the world, and is one of the countries that suffered the most serious earthquake disasters. The casualties caused by the earthquake rank first in the world, and the economic loss is also very huge. The massive destruction and collapse of buildings in earthquakes is the direct cause of earthquake disasters. At present, seismic activity is in a relatively active period, which poses a higher challenge to the earthquake resistance of buildings. [0003] Shear wall structure is a commonly used structural form of rei...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56E04B1/98E04H9/02
CPCE04B2/56E04H9/021
Inventor 胡大柱陈云吴洋洋李庆昱徐海成
Owner NANTONG LANKE DAMPING TECH CO LTD
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