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Anti-seismic and wind-resistant device with hole site self-adaptive capacity and replacement method

A self-adaptive and capable technology, applied in earthquake resistance, building maintenance, building components, etc., can solve the problems of limited earthquake resistance of rubber isolation bearings, influence of superstructure stability, and easy displacement, etc., to improve earthquake resistance and wind resistance. effect, improve the scope of application, replace the effect of convenient operation

Pending Publication Date: 2021-08-06
柳州东方工程橡胶制品有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Earthquakes are one of the natural disasters that pose a serious threat to human life and property safety. How to reduce human losses as much as possible when encountering earthquakes has become the direction of scientists' efforts; shock absorption and isolation technology has become the field of earthquake engineering in the past forty years. It is the most effective way for humans to greatly improve earthquake safety and prevent earthquake damage. Usually, ordinary rubber isolation bearings have limited anti-seismic functions and no wind resistance functions. Under the action of wind or other large external forces The bottom is prone to displacement, so it will have a great impact on the stability of the superstructure. The additional functional devices in the prior art are generally integrated, and then fixed on the seismic support by welding or other methods, regardless of Whether it is after construction or after an earthquake, there will be a certain displacement difference between the upper and lower parts of the seismic bearing. Due to the influence of the displacement difference, the installation hole position of the original additional device is extremely difficult to install and replace, and the operation cost is high, which will affect the subsequent earthquake resistance. Anti-wind effect

Method used

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  • Anti-seismic and wind-resistant device with hole site self-adaptive capacity and replacement method
  • Anti-seismic and wind-resistant device with hole site self-adaptive capacity and replacement method
  • Anti-seismic and wind-resistant device with hole site self-adaptive capacity and replacement method

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] refer to figure 1 and figure 2 , which is the first embodiment of the present invention, this embodiment provides an anti-seismic and wind-resistant device with hole position self-adaptive capability and its replacement method, the anti-seismic and wind-resistant device with hole position self-adaptive capability and its replacement method includes the anti-seismic support The assembly 100 and the additional assembly 200, the arrangement of the additional assembly 200 further improves the anti-seismic and wind-resistant effects of the anti-seismic support assembly 100 during use, making it more secure.

[0038] Specifically, the anti-seismic support assembly 100 includes a lower connecting steel plate 101, an energy dissipation seat 102 arranged on the top of the lower connecting steel plate 101, and an upper connecting steel plate 103 arranged on the top of the energy dissipation seat 102, which is the basic component of the anti-seismic support .

[0039] Preferabl...

Embodiment 2

[0042] refer to figure 2 and image 3 , is the second embodiment of the present invention, which is based on the previous embodiment.

[0043] Specifically, the connecting piece 203 includes a force-bearing column 203a arranged on the top of the connecting ring 202, a threaded block 203b arranged at the bottom end of the force-bearing column 203a, and an annular groove 203c arranged on the surface of the force-bearing column 203a, starting from the force-bearing column 203a to the core force, so as to slow down the force received by the anti-seismic bearing assembly 100, and at the same time play a role in offsetting the force when the building is subjected to lateral wind force or external force, which greatly improves the earthquake resistance and anti-seismic performance of the building. The wind effect makes its safety performance higher. The force range of the force-bearing column 203a can be adjusted through the setting of the annular groove 203c, so that when it reach...

Embodiment 3

[0050] refer to Figure 4-8 , is the third embodiment of the present invention, which is based on the first two embodiments.

[0051] Specifically, the fixing member 204b includes a through hole 204b-a disposed on the side of the installation pipe 204a, a movable plate 204b-b disposed inside the through hole 204b-a, and a connecting shaft 204b-c disposed on the inner wall of the through hole 204b-a, And the rubber pads 204b-d arranged on the inner side of the movable plate 204b-b, the movable plate 204b-b and the installation pipe 204a are rotated and matched by the connecting shaft 204b-c, and the setting of the connecting shaft 204b-c makes the movable plate 204b-b The rotation of the force column 203a is more convenient. When the force column 203a is installed, the force column 203a is squeezed and fixed through the cooperation between the movable plate 204b-b and the rubber pad 204b-d, so that the installation is more convenient and stable. Compared with traditional screw...

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Abstract

The invention discloses an anti-seismic and wind-resistant device with hole site self-adaptive capacity and a replacement method. The anti-seismic and wind-resistant device comprises an anti-seismic support assembly and an additional assembly, wherein the anti-seismic support assembly comprises a lower connecting steel plate, an energy dissipation seat arranged at the top of the lower connecting steel plate and an upper connecting steel plate arranged at the top of the energy dissipation seat; and the additional assembly is arranged between the lower connecting steel plate and the upper connecting steel plate and comprises a connecting flange arranged at the top of the lower connecting steel plate, an annular gap formed in the middle of the connecting flange, a connecting ring arranged in the annular gap and a connecting piece arranged at the top of the connecting ring. The anti-seismic and wind-resistant effects of the anti-seismic support assembly in the using process are improved through the arrangement of the additional assembly, the additional assembly is arranged to be in a split type, the operation convenience and the using stability of the additional assembly are greatly improved, and meanwhile, the application range of the device is widened through the arrangement of the annular gap, so that the device is more convenient to operate after construction or earthquakes.

Description

technical field [0001] The invention relates to the technical field of shock absorption and isolation of buildings and bridge structures, in particular to an anti-seismic and wind-resistant device with hole position self-adaptive capability and a replacement method. Background technique [0002] Earthquakes are one of the natural disasters that pose a serious threat to human life and property safety. How to reduce human losses as much as possible when encountering earthquakes has become the direction of scientists' efforts; shock absorption and isolation technology has become the field of earthquake engineering in the past forty years. It is the most effective way for humans to greatly improve earthquake safety and prevent earthquake damage. Usually, ordinary rubber isolation bearings have limited anti-seismic functions and no wind resistance functions. Under the action of wind or other large external forces The bottom is prone to displacement, so it will have a great impact...

Claims

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Application Information

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IPC IPC(8): E04B1/98E04H9/02E04G23/02E04B1/36E04B1/92
CPCE04B1/36E04B1/92E04B1/98E04G23/02E04G23/0218E04H9/02E04H9/021E04H9/027
Inventor 徐鸿飞何家荣资道铭刘志东梁莹莹熊高波吕学益杨仁猛罗秋清刘进章覃泽宇黄森刘伟萍
Owner 柳州东方工程橡胶制品有限公司