Earthquake-resistant building structure

Abstract

An earthquake-resistant building structure is in a three-dimensional geometric shape, such as G, S, E, 6, 9, 2, 8 or 7, the centers of gravity of the building structure is perpendicular to the ground, the building structure is naturally balancing, the bottom plane of the three-dimensional geometric shape structure bears its weight, the non-foundation building structure is a reinforced concrete casted model which is has no foundation, and is independent of the ground, and integrated three-dimensional geometric shape so as to form the building structure without foundation.

What is claimed is: 
     
         1 . An earthquake-resistant building structure, wherein said earthquake-resistant building structure is in a three-dimensional geometric shape and a non-foundation building structure, including G, S, E, 6, 9 and 2, a center of gravity of said earthquake-resistant building structure is perpendicular to a ground, said earthquake-resistant building structure is naturally balancing, a bottom plane of said three-dimensional geometric shape structures bears a weight of the building structure, said earthquake-resistant building structure is a reinforced concrete casted model which has no foundation, and is independent of the ground, and integrated three-dimensional geometric shape so as to form the building structure without foundation. 
     
     
         2 . The earthquake-resistant building structure, as recited in  claim 1 , wherein in a connection between said bottom plane and a bearing wall, and a connection between said bearing wall and said bearing floor are in an arc type or a rectangular type, and are formed by welding, a pressure is burdened by whole said earthquake-resistant building structure which is a complete integrated structure to ensure a solidity thereof. 
     
     
         3 . The earthquake-resistant building structure, as recited in  claim 2 , wherein said bottom plane which has no foundation structure is located on a flat ground for avoiding being torn or pressed because of the ground fluctuation to completely replace a traditional building structure which has foundation, and is all sides-bearing. 
     
     
         4 . The earthquake-resistant building structure, as recited in  claim 1 , wherein:
 said bottom plane is provided on said flat ground, bears a whole gravity of said earthquake-resistant building structure,   said bearing wall is provided on said bottom plane, wherein an end thereof is fixedly linked with said bottom plane, and   said bearing floor is provided on said bearing wall, wherein an end thereof is fixedly linked with said bearing wall,   wherein a living space is defined by said bottom plane, said bearing wall, and said bearing floor half surrounding for ensuring that said bearing floor has a certain elastic deformation space to absorb energy and avoid collapse caused by pressing between rigid structure.