Separating type anti-swing three-dimensional seismic isolation structure
An anti-sway, separate technology, applied in the directions of underwater structures, infrastructure engineering, building components, etc., can solve the problems of isolation structure limitation, single isolation structure, poor isolation effect of isolation building technology, etc. The effect of ensuring the function of use and improving the safety of the structure
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Embodiment 1
[0028] Such as figure 1 As shown, the present invention provides a separate anti-sway three-dimensional seismic isolation structure comprising: superstructure 1, horizontal seismic isolation device 2, basement 3, vertical limit slide 4, vertical seismic isolation device 5, foundation pit 6, wherein A number of vertical seismic isolation devices 5 are fixed above the foundation pit 6 to isolate the vertical seismic action on the basement 3 and the superstructure 1; Smooth installation, there is a certain gap between basement 3 and foundation pit 6 retaining walls.
[0029] In this embodiment, the length of the overhanging part of the beam in the basement 3 is used to fix the vertical limit slide 4; one end of the vertical limit slide 4 is fixed to the overhang of the beam, and the other end is fixed to the retaining wall of the foundation pit 6 , the vertical sliding plate 4 makes the overall structure only slide vertically during an earthquake, and can control the overall tor...
Embodiment 2
[0035] Such as Figure 4 As shown, the difference between this embodiment and embodiment 1 is:
[0036] The number of vertical limit slides 4 used in this example is increased to forty-eight. The layout is such that the beams around the basement 3 extend a certain length to the gap between the retaining walls of the foundation pit 6, and vertical limit slides are installed on the overhanging parts of the beams. bit skateboard4. Sixteen verticals are arranged on the first floor of this scheme, and there are three layers of beams stretching out, so the number of vertical limit slides 4 arranged is totally forty-eight.
Embodiment 3
[0038] Such as Figure 5 as shown, Figure 5 It is a front view and a side view of the construction process of a certain side of the basement 3. This embodiment provides the construction sequence of the vertical limit slide plate, wherein Figures a1 and a2 are the side view and front view of the vertical limit slide plate 4 before installation, and the frame of the basement 3 Preliminary pouring has been completed and a gap with the retaining wall of the pit 6 has been reserved, and the beam that needs to be installed in the design to install the vertical limit slide 4 has been stretched out, and the basement wall 9 has not yet been poured. Figures b1 and b2 are side views and front views when the vertical limit slide 4 is installed. The limit slide plate 8 is fixed on the overhanging part of the beam, and the limit fixed plate 7 is fixed at the corresponding position of the retaining wall of the foundation pit 6. After the installation of the vertical limit slide 4 is comple...
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