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
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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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