Vertical seismic/vibration isolation supporting seat

A vertical shock-isolation and shock-absorbing layer technology, applied in the direction of earthquake-proof, protective buildings/shelters, bridges, etc., can solve the problems of manufacturing difficulty and insufficient durability, and achieve the effect of reducing impact

Active Publication Date: 2020-11-17
HAINAN UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] However, the performance of the existing vertical shock-isolation bearings needs to be improved, and there are deficiencies in the structural form, manufacturing difficulty and durability of the bearings.

Method used

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  • Vertical seismic/vibration isolation supporting seat
  • Vertical seismic/vibration isolation supporting seat

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Embodiment Construction

[0051] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0052] See attached figure 1 And attached figure 2 , the embodiment of the present invention discloses a vertical vibration isolation / vibration support, including: a first steel cylinder 1, a second steel cylinder 2, a third steel cylinder 3 and a fourth steel cylinder 4;

[0053] The top end of the first steel cylinder 1 is open and the bottom end is closed; the bottom end of the first steel cylinder 1 is connected to the lower foundation through a pluralit...

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Abstract

The invention discloses a vertical seismic / vibration isolation supporting seat. The vertical seismic / vibration isolation supporting seat comprises four steel cylinders; the first steel cylinder is connected with a lower foundation through lower anchor rods, a lower baffle is fixed to the lower portion inside the first steel cylinder, and a first through hole is formed in the lower baffle; a top plate is fixed to the top edge of the second steel cylinder, a second through hole is formed in the bottom end of the second steel cylinder, and the top plate is connected with an upper structure through upper anchor rods; the second steel cylinder is connected with the first steel cylinder through seismic reduction layers, and a plurality of first belleville spring sets are connected between the second steel cylinder and the lower baffle; the bottom end of the third steel cylinder is fixed to the inner bottom wall of the first steel cylinder, the third steel cylinder penetrates through the first through hole and the second through hole, and an upper baffle is fixed to the top edge of the third steel cylinder, and a plurality of second belleville spring sets are connected between the upper baffle and the second steel cylinder; and the fourth steel cylinder penetrates through the first through hole and is arranged outside the third steel cylinder in a sleeving mode, the top edge of the fourth steel cylinder is fixedly connected with the outer bottom wall of the second steel cylinder, and a third through hole for allowing the third steel cylinder to penetrate through is formed in the bottom of the fourth steel cylinder. The vertical seismic / vibration isolation supporting seat can be effectively applied to various structures for seismic / vibration isolation, and a good seismic / vibration isolation effect is achieved.

Description

technical field [0001] The invention relates to the technical field of energy dissipation and shock absorption, and more specifically relates to a vertical shock-isolation or vibration-isolation support. Background technique [0002] The traditional anti-seismic structure continuously enhances the stiffness and strength of the structure, but at the same time indirectly increases the seismic response of the structure, which is an uneconomical method of anti-seismic design. In construction engineering, the use of seismic isolation bearings can economically and effectively reduce the damage to building structures caused by earthquakes. At present, the seismic isolation bearings used in buildings are mainly horizontal isolation bearings, but vertical isolation should also be considered, mainly including the following aspects: [0003] 1. In addition to the horizontal component in the ground motion component, there is also a vertical vibration component; [0004] 2. The code cl...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/36E04B1/98E04H9/02E01D19/04E01D101/30E01D101/34
CPCE01D19/041E01D2101/30E01D2101/34E04B1/36E04B1/98E04H9/021
Inventor 陈云陈铭
Owner HAINAN UNIVERSITY
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