Anti-overturning measure and construction method of foundation seismic isolation building

A base shock-isolation and anti-overturning technology, which is applied in the direction of basic structure engineering, buildings, protection devices, etc., can solve the problems of poor tensile performance of the shock-isolation bearing 4, and achieve the effects of low cost, convenient realization, and simple construction

Active Publication Date: 2018-12-21
KUNMING UNIV OF SCI & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the poor tensile performance of the base isolation support 4 at the bottom of the base isolation building, after the base isolation technology is adopted for high-rise and super high-rise buildings with large height-to-width ratios, when encountering rare earthquakes, the isolation support 4 may be damaged. To solve the problem of overturning and collapsing when the tensile stress exceeds its tensile limit, the present invention provides an anti-overturning measure and construction method for a base-isolated building

Method used

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  • Anti-overturning measure and construction method of foundation seismic isolation building
  • Anti-overturning measure and construction method of foundation seismic isolation building
  • Anti-overturning measure and construction method of foundation seismic isolation building

Examples

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Effect test

Embodiment 1

[0019] Embodiment 1: as Figure 1-3 As shown, an anti-overturning measure for a base-isolated building includes an anti-overturning pier 1 and an anti-overturning beam 2; wherein the anti-overturning pier 1 and the anti-overturning beam 2 are set at the peripheral isolation support 4 away from the center of the structure , the anti-overturning pier 1 and the anti-overturning beam 2 are arranged symmetrically along the two sides of the seismic isolation support 4 under the side column, and symmetrically arranged along the four sides of the seismic isolation support 4 under the corner column, and the anti-overturning beam 2 is located on the seismic isolation support 4 Above, the anti-overturning pier 1 is set under the middle of the overhanging length of the anti-overturning beam 2. The anti-overturning pier 1 is poured with concrete and the upper surface is attached with a rubber sheet 3. The rubber sheet 3 acts as a buffer. At the same time, the rubber sheet 3 is under pressur...

Embodiment 2

[0027] Embodiment 2: as Figure 1-3 As shown, it is basically the same as Embodiment 1, the difference is that the anti-overturning pier 1 and the anti-overturning beam 2 are arranged symmetrically on both sides of the seismic isolation support 4 under the side column, and the seismic isolation support 4 under the corner column Two vertical planes are L-shaped. The thickness of the rubber sheet 3 can be set to be 5mm.

Embodiment 3

[0028] Embodiment 3: as Figure 1-3 As shown, it is basically the same as Embodiment 1, the difference is that the anti-overturning pier 1 and the anti-overturning beam 2 are arranged asymmetrically on one side of the seismic isolation support 4 under the edge column, and the seismic isolation support under the corner column 4 symmetrical settings on four sides. The thickness of the rubber sheet 3 can be set to be 4mm.

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Abstract

The invention relates to an anti-overturning measure and construction method of a foundation seismic isolation building. The anti-overturning measure comprises anti-overturning buttresses and anti-overturning beams; the anti-overturning buttresses and the anti-overturning beams are symmetrically arranged along the four side faces of a seismic isolation support or symmetrically arranged on the twoside faces of a seismic isolation support or asymmetrically arranged on one side face or arranged on an L shape on two vertical faces; the anti-overturning beams are located above the seismic isolation support, the anti-overturning buttresses are arranged under the middle of the overhang length direction of the anti-overturning beams, the anti-overturning buttresses are poured with concrete, rubber pieces are attached to the upper surfaces of the anti-overturning buttresses, and square steel tube bottom plates forming the anti-overturning beams and pre-buried steel plates of upper seismic isolation buttresses are integrally machined. The width of the anti-overturning beams are linearly narrowed in the overhang length direction, end sealing plates are welded to the two ends of each square steel tube, and concrete is reserved on square steel tube top plates to pour vibrating seams. The anti-overturning measure is very low in cost, easy to construct, stable and reliable in performance andcapable of effectively solving the overturning problem of the foundation seismic isolation building.

Description

technical field [0001] The invention relates to an anti-overturning measure and a construction method for a basic earthquake-isolated building, and belongs to the technical field of anti-seismic engineering. Background technique [0002] Earthquake is one of the natural disasters that poses a huge threat to human beings in the world. In order to prevent the great loss of human life and property caused by earthquakes, people are actively engaged in the research of earthquake prediction and structural engineering for earthquake prevention and disaster reduction. Because the causes of earthquakes are very complicated, people's understanding of the earth itself is not enough, so it is still impossible to accurately predict earthquakes. Therefore, building earthquake disaster mitigation has become a research hotspot in this field. Base isolation is one of the better anti-seismic measures. It is different from the so-called rigid anti-seismic vibration through the seismic strengt...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/34E02D31/08
CPCE02D27/34E02D31/08
Inventor 苏何先潘文王忠平
Owner KUNMING UNIV OF SCI & TECH
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