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.
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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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