CN214576119U

CN214576119U - Building shock insulation structure

Info

Publication number: CN214576119U
Application number: CN202120568528.4U
Authority: CN
Inventors: 罗耿锐
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-03-19
Filing date: 2021-03-19
Publication date: 2021-11-02
Anticipated expiration: 2031-03-19

Abstract

The utility model discloses a building shock insulation structure belongs to the building engineering field. The utility model provides a building shock insulation structure, includes the bottom plate, bottom plate top surface fixed orifices inner all has set firmly the steel pipe, adjacent two all be equipped with the apron between the steel pipe, the steel pipe top surface is equipped with the roof, the draw-in groove has been seted up to the roof top surface, be equipped with damper in the draw-in groove, the damper outside is equipped with the steel mound, the steel mound is rectangular structure, the steel mound four walls all is the align to grid structure and has set firmly buffering subassembly, buffering subassembly includes the spring, the cover is equipped with the sliding sleeve in the middle part of the spring, the spout is seted up to the sliding sleeve outer wall, be equipped with the slide bar in the spout. The utility model discloses add at the steel mound outer wall and establish buffering subassembly, carry out isolated protection to the steel mound outer end through setting up a plurality of springs, slightly shake and carry out the shock attenuation through the spring and eliminate, guaranteed the side direction support shock insulation effect of steel mound greatly, improved the holistic shock insulation security of structure.

Description

Building shock insulation structure

Technical Field

The utility model relates to a building engineering field, more specifically say, relate to a building shock insulation structure.

Background

The seismic isolation building is characterized in that a seismic isolation device is arranged at the base part or a certain position of the building to form a seismic isolation layer by using a seismic isolation technology, and an upper structure and a lower base are isolated, so that seismic energy is consumed, the transmission of the seismic energy to the upper part is avoided or reduced, and the safety of the upper structure and internal personnel and equipment can be effectively guaranteed. Patent document No. CN211447994U in the prior art provides a seismic isolation structure for building, which adopts a cross-penetration connection mode for the first support rod and the second support rod, fully ensures the lateral support effect, and ensures the safety of the whole mechanism. Although the device has more beneficial effects, the following problems still exist: the first supporting rod and the second supporting rod are vertically provided with the damping mechanisms, when a building is influenced by strong shock, the phenomenon of raising the ground plane is probably caused, when the building is lifted, the telescopic rod in the damping mechanisms is shaken up and down by the building, the breaking condition can occur, the potential safety hazard exists, and therefore the building shock insulation structure is provided.

SUMMERY OF THE UTILITY MODEL

1. Technical problem to be solved

An object of the utility model is to provide a building shock insulation structure to solve the problem that proposes among the above-mentioned background art.

2. Technical scheme

A building shock insulation structure comprises a bottom plate, wherein fixing holes are formed in four corners of the top surface of the bottom plate, steel pipes are fixedly arranged at the inner ends of the fixing holes in the top surface of the bottom plate, a cover plate is arranged between every two adjacent steel pipes, a top plate is arranged on the top surface of each steel pipe, mounting holes are formed in four corners of the top surface of the top plate, a clamping groove is formed in the top surface of the top plate, a shock absorption assembly is arranged in the clamping groove and comprises a positioning plate, a rubber sleeve is fixedly arranged on the bottom surface of the positioning plate, a rubber pad is arranged in the rubber sleeve in a linear equidistant structure, a steel plate pad is arranged on the bottom surface of each rubber pad, a steel pier is arranged outside the shock absorption assembly and is of a rectangular structure, buffer assemblies are fixedly arranged on the four walls of the steel pier in a uniformly-arranged structure and comprise springs, sliding sleeves are arranged in the middle of the springs, sliding grooves are formed in the outer walls of the sliding sleeves, a sliding rod is arranged in the sliding groove.

Preferably, the cover plate is of a C-shaped structure, and the cover plate is tightly welded with the steel pipe and the steel pier.

Preferably, the positioning plate is matched with the clamping groove in a clamping mode.

Preferably, the steel pier is tightly welded with the bottom plate.

Preferably, the sliding rod is in sliding fit with the sliding groove.

3. Advantageous effects

Compared with the prior art, the utility model has the advantages of:

1. the utility model discloses add inside the steel mound and establish damper, protect through multilayer rubber pad and multilayer steel plate pad thickening, can play fine buffering effect, effectively increased superstructure's damping performance, solved and influenced by the macroseism when the building, probably take place the ground plane and raise the phenomenon, when the building lifting, telescopic link rocks from top to bottom by the building among the damper, can take place the rupture condition, has the problem of potential safety hazard.

2. The utility model discloses add at the steel mound outer wall and establish buffering subassembly, carry out isolated protection to the steel mound outer end through setting up a plurality of springs, slightly shake and carry out the shock attenuation through the spring and eliminate, guaranteed the side direction support shock insulation effect of steel mound greatly, improved the holistic shock insulation security of structure.

Drawings

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

fig. 2 is a left side schematic view of the overall structure of the utility model;

FIG. 3 is a schematic view of the whole structure of the present invention;

FIG. 4 is a schematic view of the interior of the shock-absorbing assembly of the present invention;

fig. 5 is a schematic diagram of the buffer assembly according to the present invention;

the reference numbers in the figures illustrate: 1. a base plate; 2. a steel pipe; 3. a cover plate; 4. a top plate; 5. a shock absorbing assembly; 6. steel pier; 7. a buffer assembly; 401. a card slot; 501. positioning a plate; 502. a rubber sleeve; 503. a rubber pad; 504. steel plate cushions; 701. a spring; 702. a sliding sleeve; 703. a chute; 704. a slide bar.

Detailed Description

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "sleeved/connected", "connected", and the like are to be understood in a broad sense, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1-5, the present invention provides a technical solution:

a building shock insulation structure comprises a bottom plate 1, fixing holes are formed in four corners of the top surface of the bottom plate 1, steel pipes 2 are fixedly arranged at the inner ends of the fixing holes in the top surface of the bottom plate 1, a cover plate 3 is arranged between every two adjacent steel pipes 2, a top plate 4 is arranged on the top surface of each steel pipe 2, mounting holes are formed in four corners of the top surface of each top plate 4, a clamping groove 401 is formed in the top surface of each top plate 4, a shock absorption assembly 5 is arranged in each clamping groove 401 and comprises a positioning plate 501, a rubber sleeve 502 is fixedly arranged on the bottom surface of each positioning plate 501, rubber pads 503 are arranged in the rubber sleeves 502 in a linear equidistant structure, steel plate pads 504 are arranged on the bottom surfaces of the plurality of the rubber pads 503, the shock absorption performance of an upper building is effectively improved, steel piers 6 are arranged outside the shock absorption assembly 5, the steel piers 6 are of a rectangular structure, and buffer assemblies 7 are fixedly arranged on four walls of the steel piers 6 in a uniform arrangement structure, the buffering component 7 comprises a spring 701, a sliding sleeve 702 is sleeved in the middle of the spring 701, a sliding groove 703 is formed in the outer wall of the sliding sleeve 702, and a sliding rod 704 is arranged in the sliding groove 703.

Specifically, apron 3 is C type structure, and apron 3 and steel pipe 2 and steel mound 6 all closely weld, and to the isolated protection of buffering subassembly 7.

Furthermore, the positioning plate 501 is matched with the clamping groove 401 in a clamping mode, and the damping assembly 5 is convenient to mount.

Furthermore, the steel pier 6 is tightly welded with the bottom plate 1, so that the stability is improved.

In addition, the sliding rod 704 is slidably engaged with the sliding groove 703, so as to facilitate shock isolation of the buffer assembly 7.

The working principle is as follows: when the structure is used for building shock insulation, firstly, the bottom plate 1 is fixedly connected with the bottom surface, then the steel pier 6 is tightly welded and fixed with the bottom surface of the bottom plate 1, then the buffer component 7 is fixed on the outer wall of the steel pier 6, then the rubber pad 503 and the steel plate pad 504 are sequentially placed inside the rubber sleeve 502, then the positioning plate 501 is fixedly connected with the rubber sleeve 502, then the shock absorption component 5 is placed inside the steel pier 6, then the steel pipe 2 is tightly welded with the top surface of the bottom plate 1, concrete is injected into the steel pipe 2, after the concrete in the steel pipe 2 is solidified, the cover plate 3 is tightly welded with the steel pipe 2 and the steel pier 6, the buffer component 7 is isolated and protected, finally, the top plate 4 is clamped and matched with the shock absorption component 5, then the top plate 4 is fixedly connected with an upper building, the shock insulation structure installation can be completed, when shock is generated, the shock insulation component 7 carries out on the side surface of the steel pier 6, the shock absorption assembly 5 isolates the upper surface and the lower surface of the steel pier 6.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. A building shock insulation structure comprises a bottom plate (1), and is characterized in that: the damping device is characterized in that fixing holes are formed in four corners of the top surface of the bottom plate (1), steel pipes (2) are fixedly arranged at the inner ends of the fixing holes in the top surface of the bottom plate (1), a cover plate (3) is arranged between every two adjacent steel pipes (2), a top plate (4) is arranged on the top surface of each steel pipe (2), mounting holes are formed in four corners of the top surface of each top plate (4), a clamping groove (401) is formed in the top surface of each top plate (4), a damping assembly (5) is arranged in each clamping groove (401), each damping assembly (5) comprises a positioning plate (501), a rubber sleeve (502) is fixedly arranged on the bottom surface of each positioning plate (501), rubber pads (503) are linearly arranged in an equidistant structure inside each rubber sleeve (502), steel plate pads (504) are arranged on the bottom surfaces of the rubber pads (503), steel piers (6) are arranged outside the damping assemblies (5), and the steel piers (6) are of a rectangular structure, the four walls of the steel pier (6) are all in a uniform arrangement structure and are fixedly provided with buffer assemblies (7), each buffer assembly (7) comprises a spring (701), the middle of each spring (701) is sleeved with a sliding sleeve (702), the outer wall of each sliding sleeve (702) is provided with a sliding groove (703), and a sliding rod (704) is arranged in each sliding groove (703).

2. A building seismic isolation structure as in claim 1 wherein: the cover plate (3) is of a C-shaped structure, and the cover plate (3) is tightly welded with the steel pipe (2) and the steel pier (6).

3. A building seismic isolation structure as in claim 1 wherein: the positioning plate (501) is in clamping fit with the clamping groove (401).

4. A building seismic isolation structure as in claim 1 wherein: the steel pier (6) is tightly welded with the bottom plate (1).

5. A building seismic isolation structure as in claim 1 wherein: the sliding rod (704) is in sliding fit with the sliding groove (703).