CN211472914U

CN211472914U - Anti-seismic house structure

Info

Publication number: CN211472914U
Application number: CN201921881975.4U
Authority: CN
Inventors: 吴密
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-11-04
Filing date: 2019-11-04
Publication date: 2020-09-11
Anticipated expiration: 2029-11-04

Abstract

The utility model discloses an earthquake-proof house structure, which comprises a foundation, wherein the top of the foundation is provided with a basic frame, the top of the basic frame is welded with a triangular roof, the inside of the basic frame is provided with a tensile diagonal rod, the front side of the basic frame is provided with a tensile door frame, the bottom of the foundation is provided with a first reinforced concrete layer, the bottom of the first reinforced concrete layer is provided with a rubber pad, the bottom of the rubber pad is provided with a second reinforced concrete layer, the bottom of the second reinforced concrete layer is provided with a cushioning layer, the bottom of the cushioning layer is provided with a third reinforced concrete layer, the bottom of the third reinforced concrete layer is uniformly distributed with cushioning balls, the bottom of the cushioning balls is provided with a foundation, the design of the cushioning balls and the cushioning layer of the utility model enables the house to be easily decomposed when facing longitudinal waves and transverse waves, and the design of shear walls and the tensile diagonal rods enables the house to work cooperatively when being stressed, and seismic waves are uniformly absorbed.

Description

Anti-seismic house structure

Technical Field

The utility model relates to an antidetonation house technical field specifically is an antidetonation building structure.

Background

Earthquake is also called earthquake and earth vibration, and is a natural phenomenon that earthquake waves are generated during the vibration caused in the process of quickly releasing energy from the earth crust. The mutual extrusion and collision between the plates on the earth cause the dislocation and the fracture of the plate edges and the plate interiors, which is the main reason of the earthquake.

The location where the earthquake begins to occur is called the source, and the ground directly above the source is called the epicenter. The location where the ground vibration of a destructive earthquake is most intense is called the very earthquake region, which is often the area where the epicenter is located.

The earthquake often causes serious casualties, can cause fire, flood, toxic gas leakage, bacterial and radioactive substance diffusion, and can also cause secondary disasters such as tsunami, landslide, collapse, ground cracks and the like.

Statistically, more than 500 million earthquakes occur on earth every year, i.e., ten thousand earthquakes occur each day. Most of them are too small or too far away to be felt by people; the earthquakes which really cause serious harm to human beings are about more than ten and twenty times; there are about two earthquakes that can cause particularly serious disasters.

Earthquake is a natural phenomenon which is common and common, but because of complexity of crust structure and invisibility of earthquake source area, the problem of how to breed and occur and what cause and mechanism are about earthquake special structure earthquake has not been fully solved so far, but scientists have accepted the explanation that the structure earthquake is caused by crust plate motion.

Ground shaking generated in earthquake causes great damage to houses, light houses crack or deform, heavy houses collapse, lives are pressed under the ruins layer by layer, and escape time is basically not available. The earthquake-proof house has the advantages that the earthquake-proof house can resist shaking caused by an earthquake, mainly strives for escape time for people, and cannot collapse at the initial stage of the earthquake, as the existing earthquake-proof house does not excessively consider the arrangement of a gate and the earthquake buffering and shock absorption design of a foundation, when earthquake waves come, transverse waves and longitudinal waves are in succession to destroy the house, the gate is easily destroyed firstly during the earthquake, and the escape way of people is blocked, so that the earthquake-proof house structure is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an antidetonation building structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: an earthquake-proof house structure comprises a platform base, wherein a foundation frame body is arranged at the top of the platform base, a triangular roof is welded at the top of the foundation frame body, a roof cross beam is welded at the top of the triangular roof, a tensile inclined rod is connected inside the foundation frame body, a tensile door frame is arranged at the front side of the foundation frame body, a first reinforced concrete layer is arranged at the bottom of the platform base, a rubber pad is arranged at the bottom of the first reinforced concrete layer, a second reinforced concrete layer is placed at the bottom of the rubber pad, a cushioning layer is arranged at the bottom of the second reinforced concrete layer, a third reinforced concrete layer is placed at the bottom of the cushioning layer, upper bases are uniformly distributed at the bottom of the third reinforced concrete layer, cushioning balls are connected to the bottom of the upper bases, lower bases are connected to the bottom of the cushioning balls, and a foundation is arranged at the bottom of the lower bases, the bottom of ground is provided with the hole base, the top welding of basic framework has the bearing crossbeam.

As further preferable in the present technical solution: the damping layer is characterized in that the top and the bottom of an inner cavity of the damping layer are uniformly provided with buffering bases, elastic pieces are placed inside the buffering bases, the top of each elastic piece is provided with a rubber column, and the outer wall of each rubber column is sleeved with a rubber buffering ball.

As further preferable in the present technical solution: the tensile inclined rod is I-shaped, and the tensile door frame is square.

As further preferable in the present technical solution: the top welding of tensile door frame has triangle compressive frame, the top of triangle compressive frame is connected with the inside of basic framework.

As further preferable in the present technical solution: the front, the back, the left and the right of the foundation frame body are distributed with load-bearing columns, and a shear wall is arranged between the adjacent load-bearing columns.

As further preferable in the present technical solution: shock-absorbing foam is placed at the bottom of the bearing column.

Compared with the prior art, the beneficial effects of the utility model are that: when earthquake transverse wave and longitudinal wave come interim, the utility model discloses the ground bradyseism, inhale the design of shake, make in the face of the transverse wave, inhale the destructive power that the transverse wave brought can easily be separated to the horizontal hunting of shake ball, when the longitudinal wave strikes, the buffering base, the shell fragment, the rubber post, the design of rubber buffering ball, make the house can separate the destruction that earthquake longitudinal wave brought, the symmetric design in house makes the earthquake wave come interim, the house atress is even, bearing post and bearing beam can make the house whole more firm, the shear force wall design in house, make antidetonation wall body collaborative work, the use of tensile down tube, make the whole crushing resistance in house better, be difficult for collapsing, welded triangle crushing resistance frame on the tensile door frame, make the difficult damage of door frame during the earthquake, give the resident with abundant time of fleing and the export of fleing.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic sectional view of the present invention;

FIG. 3 is a schematic sectional view of the shock absorbing layer of the present invention;

fig. 4 is a schematic top view of the present invention;

fig. 5 is an enlarged schematic view of the area a in fig. 2 according to the present invention;

fig. 6 is a schematic structural view of the load-bearing column of the present invention.

In the figure: 1. a platform base; 2. a base frame; 3. a triangular roof; 4. a tensile diagonal bar; 5. a tensile doorframe; 6. a roof beam; 7. a first reinforced concrete layer; 8. a rubber pad; 9. a second reinforced concrete layer; 10. a cushioning layer; 11. a third reinforced concrete layer; 12. an upper base; 13. a cushioning ball; 14. a lower base; 15. a foundation; 16. a pit base; 17. a buffer base; 18. a spring plate; 19. a rubber column; 20. a rubber buffer ball; 21. a load-bearing beam; 22. a load-bearing column; 23. a shear wall; 24. a triangular pressure-resistant frame; 25. Shock absorbing foam.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Examples

Referring to fig. 1-6, the utility model provides an earthquake-proof house structure, comprising a foundation 1, a foundation frame 2 is arranged on the top of the foundation 1, a triangular roof 3 is welded on the top of the foundation frame 2, a roof beam 6 is welded on the top of the triangular roof 3, a tensile diagonal rod 4 is connected inside the foundation frame 2, a tensile door frame 5 is arranged on the front side of the foundation frame 2, a first reinforced concrete layer 7 is arranged on the bottom of the foundation 1, a rubber pad 8 is arranged on the bottom of the first reinforced concrete layer 7, a second reinforced concrete layer 9 is arranged on the bottom of the rubber pad 8, a cushioning layer 10 is arranged on the bottom of the second reinforced concrete layer 9, a third reinforced concrete layer 11 is arranged on the bottom of the cushioning layer 10, an upper base 12 is evenly distributed on the bottom of the third reinforced concrete layer 11, a cushioning ball 13 is connected on the bottom of the upper base 12, the bottom of the shock absorption ball 13 is connected with a lower base 14, the bottom of the lower base 14 is provided with a foundation 15, the bottom of the foundation 15 is provided with a pit foundation 16, and the top of the foundation frame 2 is welded with a bearing cross beam 21.

In this embodiment, specifically: buffering base 17 is evenly distributed to the inner chamber top and the bottom on bradyseism layer 10, and shell fragment 18 has been placed to buffering base 17's inside, and the top of shell fragment 18 is equipped with rubber column 19, and rubber buffering ball 20 has been cup jointed to the outer wall of rubber column 19, and setting up on bradyseism layer 10 makes the house can absorb the longitudinal wave when the longitudinal wave in the face of earthquake.

In this embodiment, specifically: the tensile inclined rod 4 is I-shaped, the tensile door frame is square, the bearing capacity of the I-shaped steel is better, and the square structure can ensure that the tensile door frame is more stable and is not easily damaged when the earthquake is in strong shock.

In this embodiment, specifically: the welding of tensile door frame 5's top has triangle compressive frame 24, and triangle compressive frame 24's top is connected with basic framework 2's inside, and triangle compressive frame 24 is because of it is triangle-shaped, and stability is better, and it is interim to come at the earthquake, can protect the door frame not crushed.

In this embodiment, specifically: the front, the rear, the left and the right of the foundation frame body 2 are equally distributed with the bearing columns 22, the shear walls 23 are arranged between the adjacent bearing columns 22, the bearing columns 22 can support the whole foundation frame body 2, and due to the increase of the shear walls 23, all wall bodies can work in a cooperative mode when the house faces earthquake waves.

In this embodiment, specifically: the shock-absorbing foam 25 is placed at the bottom of the bearing column 22, and when seismic waves come, the shock-absorbing foam 25 can absorb the seismic waves received by the bearing column 22, so that the stability of a house is improved.

The working principle or the structural principle, when in use, the transverse wave and the longitudinal wave of the earthquake can come respectively, when the transverse wave and the longitudinal wave of the earthquake come, the utility model discloses a design of the earthquake buffering and the shock absorption of the foundation, when the user faces transverse waves, the damping ball 13 swings left and right to easily relieve destructive power caused by the transverse waves, when the longitudinal wave comes, the design of the buffer base 17, the elastic sheet 18, the rubber column 19 and the rubber buffer ball 20, the house can solve the damage caused by the longitudinal wave of the earthquake, the symmetrical design of the house can lead the earthquake wave to come temporarily, the house atress is even, and the spandrel column 22 and bearing crossbeam 21 can make the house whole more firm, and the shear force wall 23 design in house makes antidetonation wall body collaborative work, and the use of tensile down tube 4 makes the whole compressive resistance in house better, is difficult for collapsing, and welded triangle compressive bracket 24 on the tensile door frame 5 makes the difficult damage of door frame during the earthquake.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides an antidetonation building structure, includes abutment (1), its characterized in that: the top of the platform base (1) is provided with a basic frame body (2), the top of the basic frame body (2) is welded with a triangular roof (3), the top of the triangular roof (3) is welded with a roof beam (6), the interior of the basic frame body (2) is connected with a tensile inclined rod (4), the front side of the basic frame body (2) is provided with a tensile door frame (5), the bottom of the platform base (1) is provided with a first reinforced concrete layer (7), the bottom of the first reinforced concrete layer (7) is provided with a rubber pad (8), the bottom of the rubber pad (8) is provided with a second reinforced concrete layer (9), the bottom of the second reinforced concrete layer (9) is provided with a cushioning layer (10), the bottom of the cushioning layer (10) is provided with a third reinforced concrete layer (11), and the bottom of the third reinforced concrete layer (11) is uniformly distributed with an upper base (12), the bottom of going up base (12) is connected with bradyseism ball (13), the bottom of bradyseism ball (13) is connected with down base (14), the bottom of base (14) is equipped with ground (15) down, the bottom of ground (15) is provided with pot hole base (16), the top welding of basic framework (2) has bearing crossbeam (21).

2. An earthquake-resistant building structure according to claim 1, characterised in that: the damping layer is characterized in that buffering bases (17) are uniformly distributed at the top and the bottom of an inner cavity of the damping layer (10), elastic sheets (18) are placed inside the buffering bases (17), rubber columns (19) are arranged at the tops of the elastic sheets (18), and rubber buffering balls (20) are sleeved on the outer walls of the rubber columns (19).

3. An earthquake-resistant building structure according to claim 1, characterised in that: the tensile inclined rod (4) is I-shaped, and the tensile door frame (5) is square.

4. An earthquake-resistant building structure according to claim 1, characterised in that: the top welding of tensile door frame (5) has triangle anti-pressure frame (24), the top of triangle anti-pressure frame (24) is connected with the inside of basic framework (2).

5. An earthquake-resistant building structure according to claim 1, characterised in that: the front, the back, the left and the right of the foundation frame body (2) are equally distributed with bearing columns (22), and adjacent bearing columns (22) are provided with shear walls (23).

6. An earthquake-resistant building structure according to claim 5, characterised in that: shock-absorbing foam (25) is placed at the bottom of the bearing column (22).