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Shock-absorbing and isolation control method and structure with self-resetting function

A control method and seismic isolation technology, applied in the direction of bridge parts, bridges, buildings, etc., can solve problems such as the rise of the main beam, the large deformation, the damage of the bridge deck structure facilities or the line structure.

Active Publication Date: 2017-08-25
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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  • Shock-absorbing and isolation control method and structure with self-resetting function
  • Shock-absorbing and isolation control method and structure with self-resetting function
  • Shock-absorbing and isolation control method and structure with self-resetting function

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Embodiment 1

[0038] Such as 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; 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 sensor 4 is connected to the PLC intelligent control system 7 through the transmission channel Ⅱ5, and the transmission channel Ⅱ5 transmits the displacement signal to the PLC in...

Embodiment 2

[0073] Such as 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 ...

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Abstract

The invention discloses a vibration reduction and isolation control method and structure with a self-resetting function, belonging to the technical field of bridge vibration reduction and isolation control. The invention uses a measuring device located between a main girder and a bridge pier to collect data in real time and transmit it to a control module The control module combines the collected data to analyze and judge the relative displacement state and the relative displacement change trend of the main girder and the bridge pier in real time; The input voltage between the damping devices controls the movement of the girder relative to the pier. The invention can not only prevent the relative displacement of larger piers and girders when and after an earthquake occurs, but also fully utilize the advantages of shock-absorbing and isolation design, and can comprehensively improve the ability of the bridge structure to resist earthquake risks.

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 Patents(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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