CN211200784U

CN211200784U - Split type building earthquake-resistant structure of civil engineering

Info

Publication number: CN211200784U
Application number: CN201921776815.3U
Authority: CN
Inventors: 刘建伟
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-22
Filing date: 2019-10-22
Publication date: 2020-08-07
Anticipated expiration: 2029-10-22

Abstract

The utility model discloses a civil engineering split type building earthquake-resistant structure, the bottom of foundation ditch is equipped with first reinforced concrete layer and casing, first reinforced concrete layer is located the outside of casing, the inboard top of casing is equipped with second reinforced concrete layer, the top fixedly connected with building body of second reinforced concrete layer, first connecting plate has been bonded to the bottom of second reinforced concrete layer, the bottom fixedly connected with cell body of first connecting plate, when earthquake takes place the earthquake energy can make the earthquake-resistant structure above the foundation ditch vibrate at first, and then produce the effort to building body through the earthquake-resistant structure, improve the earthquake-resistant effect through setting up rubber layer and rubber tire, can also strengthen the effect of buffering when the lower floor rocks, improve the earthquake-resistant effect, when building body shakes and extrudes second reinforced concrete layer and produces the effort to the casing, through the structure in the first reinforced concrete layer, the pressure generated during shaking is partially buffered.

Description

Split type building earthquake-resistant structure of civil engineering

Technical Field

The utility model relates to a civil engineering technical field specifically is a split type building earthquake-resistant structure of civil engineering.

Background

Civil engineering refers to the applied materials, equipment, the technical activities of surveying, designing, constructing, maintaining, repairing and the like, and also refers to the objects of engineering construction, namely, various engineering facilities which are constructed on the ground or underground, on the land or in water and directly or indirectly serve human life, production, military and scientific research, the fundamental problem to be solved by civil engineering is engineering safety, the structure can resist various natural or artificial acting forces, any engineering structure bears the self weight and the action of using load and wind force, and the humidity change can also generate force action on the civil engineering structure, the traditional building is the firm combination of the foundation and the building, the building structure is suitable for the region with stable ground shell, but if the building is constructed in the region with frequent ground shell movement, the earthquake-proof structure can swing due to inertia of earth crust movement and is finally shaken down, earthquake resistance of a building is always an important content, the building is not repairable when being damaged by an earthquake, the building can be rebuilt after the earthquake, the earthquake-proof structure of the building is particularly important, the building is a structure built together with a foundation, a good earthquake-proof effect cannot be achieved when the earthquake occurs, and meanwhile, the earthquake-proof structure of the foundation can not well protect the building, so that the civil engineering split type building earthquake-proof structure is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a split type building earthquake-resistant structure of civil engineering 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: the utility model provides a split type building earthquake-resistant structure of civil engineering, includes the foundation ditch, the bottom of foundation ditch is equipped with first reinforced concrete layer and casing, first reinforced concrete layer is located the outside of casing, the inboard top of casing is equipped with second reinforced concrete layer, the top fixedly connected with building body on second reinforced concrete layer, the bottom on second reinforced concrete layer bonds and has first connecting plate, the bottom fixedly connected with cell body of first connecting plate, the bottom fixedly connected with second connecting plate of cell body, the bottom of second connecting plate evenly is filled there is the rubber tire, the bottom of rubber tire is equipped with the third connecting plate, the bottom of third connecting plate bonds and has the rubber layer, the bottom on rubber layer with the bottom fixed connection of foundation ditch.

As further preferable in the present technical solution: a cavity is formed in one side, close to the shell, of the first reinforced concrete layer, rubber particles are filled in the cavity, a baffle is fixed to the outer side wall of the shell, and the baffle is located inside the cavity.

As further preferable in the present technical solution: the inside of cell body evenly is equipped with the rubber column, the steel sheet has all been bonded at the both ends of rubber column, the steel sheet with the inside wall fixed connection of cell body.

As further preferable in the present technical solution: the anchor rod is evenly fixed in the second reinforced concrete layer, the anchor rod is far away from one end of the second reinforced concrete layer is inserted into the top of the first connecting plate and fixedly connected with the first connecting plate.

As further preferable in the present technical solution: air bags are uniformly arranged in the rubber layer.

As further preferable in the present technical solution: the baffle is kept away from one side of casing is evenly bonded and is had the second damping piece, the cavity is kept away from one side of baffle is evenly bonded and is had first damping piece.

Compared with the prior art, the beneficial effects of the utility model are that: earthquake energy can at first make the antidetonation structure vibrations of foundation ditch top when the earthquake takes place, rethread antidetonation structure produces the effort to building body, improve the antidetonation effect through setting up rubber layer and rubber tire, the effect of buffering can also be strengthened when the basement rocks, improve the antidetonation effect, when building body vibrations extrusion second reinforced concrete layer produces the effort to the casing, through the inside structure of first reinforced concrete layer, the pressure that the messenger produced when rocking obtains partial buffering, the inside rubber post of cell body simultaneously, make lower floor's antidetonation structure produce the power of dragging to the building, reduce the damage of earthquake to the building, the stock can play the firm effect of reinforcement to the building, the convenience is protected the building.

Drawings

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

fig. 2 is a schematic view of a first reinforced concrete layer cross-sectional structure of the present invention;

fig. 3 is a schematic view of the sectional structure of the trough body of the present invention.

In the figure: 1. a building body; 2. a foundation pit; 3. a first reinforced concrete layer; 301. a cavity; 302. rubber particles; 303. a first damping block; 304. a second damping block; 305. a baffle plate; 4. a housing; 5. a second reinforced concrete layer; 6. an anchor rod; 7. a first connecting plate; 8. a trough body; 801. a rubber column; 802. a steel plate; 9. a second connecting plate; 10. a rubber tire; 11. a third connecting plate; 12. a rubber layer; 13. an air bag.

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. 1-3, the present invention provides a technical solution: the utility model provides a split type building earthquake-resistant structure of civil engineering, including foundation ditch 2, the bottom of foundation ditch 2 is equipped with first reinforced concrete layer 3 and casing 4, first reinforced concrete layer 3 is located the outside of casing 4, the inboard top of casing 4 is equipped with second reinforced concrete layer 5, the top fixedly connected with building body 1 of second reinforced concrete layer 5, second reinforced concrete layer 5's bottom bonds has first connecting plate 7, the bottom fixedly connected with cell body 8 of first connecting plate 7, the bottom fixedly connected with second connecting plate 9 of cell body 8, the bottom of second connecting plate 9 evenly fills there is rubber tire 10, the bottom of rubber tire 10 is equipped with third connecting plate 11, the bottom of third connecting plate 11 bonds and has rubber layer 12, the bottom of rubber layer 12 and the bottom fixed connection of foundation ditch 2.

In this embodiment, specifically: a cavity 301 is formed in one side, close to the shell 4, of the first reinforced concrete layer 3, rubber particles 302 are filled in the cavity 301, a baffle 305 is fixed on the outer side wall of the shell 4, and the baffle 305 is located in the cavity 301; through above setting, when the earthquake takes place, building body 1 can rock under the drive of second reinforced concrete layer 5, and casing 4 at first extrudees first reinforced concrete layer 3 this moment, and baffle 305 makes building body 1 obtain partial buffering under the elastic force effect of rubber granule 302.

In this embodiment, specifically: rubber columns 801 are uniformly arranged inside the tank body 8, steel plates 802 are bonded to two ends of each rubber column 801, and the steel plates 802 are fixedly connected with the inner side wall of the tank body 8; through the above arrangement, when an earthquake occurs, the second reinforced concrete layer 5 and the first connecting plate 7 can wholly rock due to the action of the anchor rod 6, and the rubber column 801 can play a role in buffering and resisting the earthquake.

In this embodiment, specifically: anchor rods 6 are uniformly fixed inside the second reinforced concrete layer 5, and one end, far away from the second reinforced concrete layer 5, of each anchor rod 6 is inserted into the top of the first connecting plate 7 and is fixedly connected with the first connecting plate 7; through above setting, can strengthen the anchor power of second reinforced concrete layer 5, make building body 1 play more firm effect.

In this embodiment, specifically: air bags 13 are uniformly arranged inside the rubber layer 12; through the arrangement, when the rubber layer 12 and the air bag 13 shake, the elastic effect can absorb part of vibration, and the effect of buffering and shock absorption is achieved.

In this embodiment, specifically: a second damping block 304 is uniformly bonded on one side of the baffle 305 far away from the shell 4, and a first damping block 303 is uniformly bonded on one side of the cavity 301 far away from the baffle 305; through above setting, the cavity 301 intussuseption is filled with rubber granule 302, and when casing 4 and first reinforced concrete layer 3 extruded each other, rubber granule 302 can make both produce elasticity each other, has avoided the condition of direct collision to take place, and when casing 4 atress warp, the first damping piece 303 of second damping piece 304 extrusion also can play the effect of buffering shock attenuation.

Theory of operation or structural principle, in use, when earthquake takes place, the earthquake energy can at first make the antidetonation structure vibrations of foundation ditch 2 top, rethread antidetonation structure produces the effort to building body 1, improve the antidetonation effect through setting up rubber layer 12 and rubber tire 10, can also strengthen the effect of buffering when the basement rocks, improve the antidetonation effect, when building body 1 vibrations extrusion second reinforced concrete layer 5 produces the effort to casing 4, through the structure of 3 inside on first reinforced concrete layer, the pressure that produces when making to rock obtains partial buffering, the inside rubber post 801 of cell body 8 simultaneously, make lower floor's antidetonation structure produce the power of dragging to the building, reduce the damage of earthquake to the building, stock 6 can play the firm effect of strengthening to the building, the convenience is protected the building.

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 a split type building earthquake-resistant structure of civil engineering, includes foundation ditch (2), its characterized in that: the bottom of the foundation pit (2) is provided with a first reinforced concrete layer (3) and a shell (4), the first reinforced concrete layer (3) is located outside the shell (4), the top of the inner side of the shell (4) is provided with a second reinforced concrete layer (5), the top of the second reinforced concrete layer (5) is fixedly connected with a building body (1), the bottom of the second reinforced concrete layer (5) is bonded with a first connecting plate (7), the bottom of the first connecting plate (7) is fixedly connected with a groove body (8), the bottom of the groove body (8) is fixedly connected with a second connecting plate (9), the bottom of the second connecting plate (9) is uniformly filled with rubber tires (10), the bottom of the rubber tires (10) is provided with a third connecting plate (11), and the bottom of the third connecting plate (11) is bonded with a rubber layer (12), the bottom of the rubber layer (12) is fixedly connected with the bottom of the foundation pit (2).

2. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: a cavity (301) is formed in one side, close to the shell (4), of the first reinforced concrete layer (3), rubber particles (302) are filled in the cavity (301), a baffle (305) is fixed to the outer side wall of the shell (4), and the baffle (305) is located in the cavity (301).

3. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: the inside of cell body (8) evenly is equipped with rubber column (801), steel sheet (802) have all been bonded at the both ends of rubber column (801), steel sheet (802) with the inside wall fixed connection of cell body (8).

4. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: the inside on second reinforced concrete layer (5) evenly is fixed with stock (6), stock (6) are kept away from the one end on second reinforced concrete layer (5) is inserted the top of first connecting plate (7) with first connecting plate (7) fixed connection.

5. The split type building earthquake-resistant structure of civil engineering according to claim 1, wherein: air bags (13) are uniformly arranged in the rubber layer (12).

6. The split type building earthquake-resistant structure of civil engineering according to claim 2, wherein: second damping blocks (304) are uniformly bonded on one side, far away from the shell (4), of the baffle (305), and first damping blocks (303) are uniformly bonded on one side, far away from the baffle (305), of the cavity (301).