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Seismic-mitigation-and-isolation control method and structure with self-reset function

A control method and seismic isolation technology, which can be applied to bridge parts, bridges, buildings, etc., and can solve problems such as lack of self-reset function, elevation of main beams, and damage to bridge deck construction facilities or line structures.

Active Publication Date: 2016-05-04
SHIJIAZHUANG TIEDAO UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The friction pendulum bearing in the bridge shock-absorbing and isolation bearing in the prior art has self-resetting function because of the gravity effect of the bearing ball pendulum on the curved surface, but this will cause the rise of the main girder, and the bridge deck construction facilities or The line structure may be damaged because of this; other traditional bridge shock-isolation systems in the prior art generally do not have the self-resetting function, and the deformation is relatively large when the earthquake occurs and after the earthquake

Method used

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  • Seismic-mitigation-and-isolation control method and structure with self-reset function
  • Seismic-mitigation-and-isolation control method and structure with self-reset function
  • Seismic-mitigation-and-isolation control method and structure with self-reset function

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Embodiment 1

[0038] like figure 1 , image 3 As shown, the anti-shock isolation structure of the present invention includes a magnetorheological damper 1, a displacement sensor 4, a support 6, a PLC intelligent control system 7 and a power supply 8, and the magnetorheological damper 1 is located at the main girder 9 and the pier 10 between, for preventing the relative movement of the main girder 9 relative to the pier 10 when an earthquake occurs, and the displacement sensor 4 is located between the main girder 9 and the pier 10, and is used for measuring the relative displacement between the main girder 9 and the pier 10; The support 6 is located between the main girder 9 and the pier 10, and the pier 10 supports the main girder 9 through the support 6; the magnetorheological damper 1 is connected with the PLC intelligent control system 7 through the transmission channel I3, and the transmission channel Ⅰ3 inputs the control voltage to the magnetorheological damper 1; the displacement se...

Embodiment 2

[0073] like figure 2 , Figure 4 As shown, the anti-shock isolation structure of the present invention includes a magneto-rheological damper 1, a force sensor 2, a displacement sensor 4, a support 6, a PLC intelligent control system 7 and a power supply 8, and the magnetorheological damper 1 is located at the main beam 9 and the bridge pier 10, it is used to prevent the relative movement of the main girder 9 relative to the bridge pier 10 when an earthquake occurs, and a force sensor 2 is arranged at the end of the magnetorheological damper 1, and the displacement sensor 4 is located between the main girder 9 and the bridge pier Between 10, it is used to measure the relative displacement between the girder 9 and the pier 10; the support 6 is located between the girder 9 and the pier 10, and the pier 10 supports the girder 9 through the support 6; the magnetic The rheological damper 1 and the force sensor 2 are connected to the PLC intelligent control system 7 through the tra...

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Abstract

The invention discloses a seismic-mitigation-and-isolation control method and structure with the self-reset function, and belongs to the technical field of seismic-mitigation-and-isolation control over bridges. The seismic-mitigation-and-isolation control method includes the steps that a measuring device located between a main beam and a bridge pier is used for collecting data in real time and sending the data to a control module; the control module analyzes and judges the relative displacement states and the relative displacement variation trends of the main beam and the bridge pier in real time in combination with the collected data; the control module adjusts the input voltage of a damping device located between the main beam and the bridge pier according to the real-time relative displacement states and the real-time relative displacement variation trends of the main beam and the bridge pier to control the movement of the main beam relative to the bridge pier. By means of the seismic-mitigation-and-isolation control method and structure, large pier-beam relative displacement generated when a seism occurs and after the seism occurs can be prevented, the advantage of seismic-mitigation-and-isolation design can be fully developed, and the capacity, resistant to the seismic risk, of a bridge structure can be roundly improved.

Description

technical field [0001] The invention relates to the technical field of shock absorption and isolation of bridges. Background technique [0002] Under strong earthquakes, the bridge structure will suffer from excessive relative displacement between the pier and the main girder, which will cause damage to the bridge deck structure or line structure, and increase the difficulty of post-disaster repair. Seismic isolation design is proven to be an effective seismic strategy to minimize structural damage, but seismic isolation design will lead to large displacement of the bridge structure. If the seismic isolation system has a self-resetting function during an earthquake, it will reduce the relative deformation of the main girder and the bridge pier during and after the earthquake, which has important practical value. The friction pendulum bearing in the bridge shock-absorbing and isolation bearing in the prior art has self-resetting function because of the gravity action of the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00
CPCE01D19/00
Inventor 郭进陈伟杜彦良王冠
Owner SHIJIAZHUANG TIEDAO UNIV
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