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Anti-seismic reinforcing method for building foundation

A foundation and construction technology, which is applied in the direction of construction, foundation structure test, foundation structure repair, etc., can solve problems such as building collapse, casualties, and lack of reinforcement, so as to prevent collapse, avoid earthquake hazards, and increase stability Effect

Inactive Publication Date: 2021-12-17
苏悦
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The object of the present invention is to provide a kind of anti-seismic reinforcement method for building foundation, to solve the general building proposed in the above-mentioned background technology that is not reinforced from the foundation level, especially in the area on the seismic zone, if there is an earthquake, Especially high-level strong earthquakes can easily cause technical problems such as building collapse and casualties

Method used

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  • Anti-seismic reinforcing method for building foundation
  • Anti-seismic reinforcing method for building foundation
  • Anti-seismic reinforcing method for building foundation

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0058] see Figure 5 , a kind of anti-seismic strengthening method for building foundation, this anti-seismic strengthening method comprises the following steps:

[0059] S1. The vibration sensor collects the vibration signal generated by the earthquake and transmits it to the controller;

[0060] S2. The controller executes step S3 when the vibration signal transmitted by the vibration sensor exceeds the preset threshold according to the preset threshold;

[0061] S3. The controller controls the rotation of the motor, so that the rubber plate can clamp the load-bearing column, thereby improving the earthquake resistance of the building foundation;

[0062] S4. When the vibration signal transmitted by the vibration sensor exceeds the preset threshold, perform the following operations simultaneously:

[0063] The controller controls the connection of the first switch, so that the first electromagnetic coil in the supporting column is wound outside the steel frame to generate ...

Embodiment 2

[0068] see Figure 1-4 , an anti-seismic reinforcing device for a building foundation, comprising:

[0069] The frame body 1, the frame body 1 includes a ground 11, and the inner side of the ground 11 is inserted with a load-bearing column 12;

[0070] Movable mechanism 2, movable mechanism 2 comprises fixed block 21, support rod 22, fixed plate 23, through rod 24, rotating groove 25, rotating rod 26 and rubber plate 27, the surface of ground 11 is connected with movable mechanism 2, the surface of ground 11 A fixed block 21 is movably connected, and the inner side of the fixed block 21 is movably connected with a support rod 22;

[0071] Buffer mechanism 3, buffer mechanism 3 comprises rubber pad 31, support plate 32, movable plate 33, first movable bar 34 and first buffer block 35, the inboard of ground 11 is movably connected with buffer mechanism 3, and the bottom end of bearing column 12 sticks A rubber pad 31 is connected together, and the surface of the rubber pad 31 ...

Embodiment 3

[0078] The difference between this embodiment and the above-mentioned embodiment is that an anti-seismic reinforcement device for building foundations includes:

[0079] The frame body 1, the frame body 1 includes a ground 11, and the inner side of the ground 11 is inserted with a load-bearing column 12;

[0080] Movable mechanism 2, movable mechanism 2 comprises fixed block 21, support rod 22, fixed plate 23, through rod 24, rotating groove 25, rotating rod 26 and rubber plate 27, the surface of ground 11 is connected with movable mechanism 2, the surface of ground 11 A fixed block 21 is movably connected, and the inner side of the fixed block 21 is movably connected with a support rod 22;

[0081]Buffer mechanism 3, buffer mechanism 3 comprises support plate 32, movable plate 33, first movable bar 34 and first buffer block 35, the inner side of ground 11 is movably connected with buffer mechanism 3, and described support plate 32 is the rigidity with certain elasticity. The...

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Abstract

The invention discloses an anti-seismic reinforcing method for a building foundation. The method comprises the following steps: S1, acquiring a vibration signal generated by an earthquake and transmitting the vibration signal to a controller by a vibration sensor; S2, executing the step S3 according to a preset threshold value by the controller when the vibration signal transmitted by the vibration sensor exceeds the preset threshold value; and S3, controlling a motor to rotate by the controller, wherein a rubber plate can tightly clamp a bearing column, and then the shock resistance of the building foundation is improved. According to the anti-seismic reinforcing method for the building foundation, shaking of the bearing column is effectively buffered, so that the stability and strength of the bearing column are improved, the anti-seismic grade of the building foundation is improved, a building is prevented from collapsing due to an earthquake, the harm of the earthquake is reduced or even avoided, and the life and property safety is protected.

Description

technical field [0001] The invention relates to the technical field of foundation reinforcement devices, in particular to an anti-seismic reinforcement method for building foundations. Background technique [0002] As a natural disaster, earthquake is hard to avoid. According to statistics, due to the movement of the earth's crust all the time, there are more than 5 million earthquakes on the earth every year, but only about 50,000 earthquakes can be felt by humans, and there are about 1,000 truly destructive earthquakes. There are only a dozen or so major earthquakes a year. And for the early warning of earthquakes, through unremitting efforts in recent decades, the perfect earthquake early warning system can only provide earthquake early warning tens of seconds in advance. [0003] General buildings in the prior art are not reinforced at the foundation level. Especially in the area on the seismic belt, if an earthquake, especially a high-level strong earthquake, is like...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D37/00E02D31/08E02D33/00
CPCE02D37/00E02D31/08E02D33/00
Inventor 吴桂昌刘富明李朝磊王跃力李钢娄磊李冬玲周红曹玉虎苏悦潘梓鑫陈璞陈博晁会军潘文华徐小全耿雪
Owner 苏悦
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