Geocell reinforced rubber particles-sand mixture compound shock insulation layer and strip
A technology of geocells and rubber particles, which is applied in infrastructure engineering, protection devices, buildings, etc., can solve the problems of heavy casualties and other problems, achieve good energy absorption and shock isolation effects, reduce motion acceleration, and make materials easy to use
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Embodiment 1
[0045] Embodiment 1: This example is applied to the strip foundation under the wall, see the attached figure 1 , 2 , 3, 4, 5. The geocell reinforced rubber particle-sand mixture rock-soil composite shock-isolation layer and belt structure applied to the strip foundation under the wall of the present invention have the following characteristics:
[0046] a. The geocell reinforced rubber particle-sand mixture rock-soil composite seismic isolation layer and belt structure include the composite seismic isolation cushion (3) laid between the foundation (1) and the strip foundation (5) under the wall, and the filling A composite seismic isolation belt (6) built between the foundation (1) and the strip foundation (5) under the wall.
[0047] b. The composite shock-isolation cushion (3) is composed of a geocell (9) and a rubber particle-sand mixture (10). The geocell (9) is a geotechnical material that can be purchased in the market. After the geocell is deployed, it becomes a thre...
Embodiment 2
[0058] Embodiment 2: This embodiment is applied to the independent foundation under the column, and the corresponding upper structure can be a frame structure, a bottom frame or an inner frame structure, see Figure 7 As shown, the basic structure of this embodiment is the same as that of Embodiment 1. The difference is that the geocell reinforced rubber particle-sand composite shock-isolation cushion (3) is laid under the independent foundation (15) under the column.
Embodiment 3
[0059] Embodiment 3: This embodiment is applied to the pile-cap foundation. When the bearing layer of the foundation is deep or the foundation is a weak foundation and the pile-cap foundation must be used, if the superstructure is a multi-storey building and there is no special requirement for the overturning resistance of the foundation, the geotechnical method described in the present invention can still be applied. Cell-reinforced rubber particle sandstone-soil composite isolation layer and belt for base isolation, see Figure 8 As shown, the basic structure of this embodiment is the same as that of Embodiment 1. The difference is that the geocell reinforced rubber particle-sand composite shock-isolation cushion (3) is laid on the entire area of the pile cap (16) and the geocell reinforced rubber particle is filled around the foundation pit - Sand composite seismic isolation belt (6).
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