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.

Description

BACKGROUND OF THE PRESENT INVENTION

1. Field of Invention

The present invention relates to an earthquake-resistant building structure.

2. Description of Related Arts

Traditional buildings are building constructions with foundation, which are a plate structure which is non-integrated, and in an all sides-bearing form. When earthquake happens, these traditional building structure are torn and pressed because of the ground moving.

SUMMARY OF THE PRESENT INVENTION

An object of the present invention is to provide an earthquake-resistant building structure, overcoming the problem of the poor earthquake-resistant effect of the traditional buildings.

A technical scheme adopted by the present invention is as follows. An earthquake-resistant building structure, wherein the building structure is in a three-dimensional geometric shape, such as G, S, E, 6, 9, 2, 8 or 7, a center of gravity of the building structure is perpendicular to a ground, the building structure is naturally balancing, a bottom plane of the three-dimensional geometric shape structure bears a weight of the building structure, the 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.

In a connection between one bearing wall and the other bearing wall, and a connection between one bearing wall and the bottom plane, a reinforced conner of the casted cement or concrete is in an arc type or a rectangular type, formed by welding, a pressure is burdened by the whole building structure which is a complete integrated structure to ensure a solidity thereof.

The bottom plane which has no foundation structure is located on the flat ground for avoiding being torn and pressed because of the ground fluctuation to completely replace the traditional building structure which has foundation, and is all sides-bearing.

The advantages of the present invention include:

1) saving resources, wherein the shape characteristics of the geometry structures G, S, E, 6, 9, 2, 5, 8 that the centers of gravity is perpendicular to the ground, and the body is naturally balancing and the principle that the bottom plane bears its weight are applied to save resources;

2) resisting damage, wherein a complete reinforced concrete model structure is formed by casting cement or concrete in an integrated load-bearing geometric steel structure, the connection between one bearing wall and the other bearing wall, and the connection between one bearing wall and the bottom plane, the reinforced conner placed by cement or concrete is in an arc type or a rectangular type by welding, the pressure is burdened by the whole structure, so as to ensure that the integrated geometry structure formed is firm, and the structure is an integrated concrete model form which is independent to the ground, so as to skillfully apply the complete bearing part and the bottom plane, the rest space outside the structure is applied with other building materials, such as glass, plaster board, template, wooden board or concrete; and

3) proofing earthquake, wherein the bottom plane which has no foundation structure is located on the flat ground for avoiding being torn because of the ground fluctuation and achieving the effect of earthquake proofing for 100%, so as to completely replace the traditional building structure which is non-integrated, and all sides-bearing.

These and other objectives, features, and advantages of the present invention will become apparent from the following detailed description, the accompanying drawings, and the appended claims.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a three-dimensional building structure “G” according to a preferred embodiment of the present invention.

FIG. 2 is a perspective view of a three-dimensional building structure “9” according to a preferred embodiment of the present invention.

FIG. 3 is a perspective view of the three-dimensional building structure “9” in another direction according to the preferred embodiment of the present invention.

FIG. 4 is a space layout perspective view of the three-dimensional building structure “9” in another direction according to the preferred embodiment of the present invention.

FIG. 5 is a space layout perspective view of the three-dimensional building structure “9” in another direction according to the preferred embodiment of the present invention.

FIG. 6 is a perspective view of a three-dimensional building structure “8” according to a preferred embodiment of the present invention.

FIG. 7 is another space layout perspective view of the three-dimensional building structure “8” according to the preferred embodiment of the present invention.

FIG. 8 is a perspective view of a three-dimensional building structure “2” according to a preferred embodiment of the present invention.

FIG. 9 is a perspective view of the three-dimensional building structure “2” in another direction according to the preferred embodiment of the present invention.

FIG. 10 is a perspective view of the three-dimensional building structure “2” in another direction according to the preferred embodiment of the present invention.

FIG. 11 is a perspective view of the three-dimensional building structure “2” in another direction according to the preferred embodiment of the present invention.

FIG. 12 is a perspective view of the three-dimensional building structure “2” in another direction according to the preferred embodiment of the present invention.

FIG. 13 is a perspective view of the three-dimensional building structure “9” in another direction according to a preferred embodiment of the present invention.

FIG. 14 is a perspective view of the three-dimensional building structure “2” in another direction according to the preferred embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

Referring to FIG. 1 to FIG. 14, several three-dimensional geometric shapes according to the earthquake-resistant building structure are listed, the shape characteristics of the geometry structures G, S, E, 6, 9, 2, 5, 8 that the centers of the gravity are perpendicular to the ground, and the bodies are naturally balancing are utilized, in the connection between one bearing wall and the other bearing wall, and the connection between one bearing wall and the bottom plane, the reinforced conner of casted cement or concrete is in an arc type or a rectangular type, formed by welding, the pressure is burdened by the whole structure, so as to ensure that the integrated geometry structure formed is firm, and the structure is an integrated concrete model form which is independent to the ground, so as to skillfully apply the complete bearing part and the bottom plane, the rest space outside the structure is applied with other building materials, such as glass, plaster board, template, wooden board or concrete.

One skilled in the art will understand that the embodiment of the present invention as shown in the drawings and described above is exemplary only and not intended to be limiting.

It will thus be seen that the objects of the present invention have been fully and effectively accomplished. Its embodiments have been shown and described for the purposes of illustrating the functional and structural principles of the present invention and is subject to change without departure from such principles. Therefore, this invention includes all modifications encompassed within the spirit and scope of the following claims.

Claims

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.