CN212896929U

CN212896929U - Building shock insulation and absorption device

Info

Publication number: CN212896929U
Application number: CN202021624895.3U
Authority: CN
Inventors: 李兴民; 冯兴满
Original assignee: Draz Group Co ltd
Current assignee: Draz Group Co ltd
Priority date: 2020-08-07
Filing date: 2020-08-07
Publication date: 2021-04-06
Anticipated expiration: 2030-08-07

Abstract

The utility model discloses a building shock insulation damping device belongs to architectural equipment technical field, has solved current building damping device's the not good problem of shock attenuation shock insulation effect, and its technical essential is: the shock absorption and isolation bearing platform comprises a foundation, the symmetry is provided with the supporting seat on the foundation, the fixed connection connecting rod on the supporting seat, the connecting rod top is provided with the stopper, be provided with the crossbeam on the connecting rod, the crossbeam runs through the connecting rod, be provided with the third spring post on the connecting rod, the third spring post sets up in the crossbeam below, the seat is placed to foundation fixed connection, it is provided with the standing groove on the seat to place, be provided with the rubber slab in the standing groove, be provided with the solid fixed cylinder on the rubber slab, the symmetry is provided with the fourth spring post in the solid fixed cylinder, fixed connection supports the diaphragm on the fourth spring post, support fixed connection bearing bar on the diaphragm, the bearing bar runs through solid fixed cylinder and crossbeam, bearing bar top fixed connection load platform has the effectual advantage of shock attenuation shock.

Description

Building shock insulation and absorption device

Technical Field

The utility model relates to a building equipment technical field specifically is a relate to a building shock insulation damping device.

Background

Earthquake is also called earthquake or 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 plate and the plate on the earth are mutually extruded and collided to cause dislocation and fracture at the plate edge and in the plate, which is the main reason for the earthquake, the place where the earthquake starts is called a seismic source, and the ground right above the seismic source is called a 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 disasters, flood disasters, toxic gas leakage, bacteria and radioactive substance diffusion, and can also cause secondary disasters such as tsunamis, landslides, collapses, ground cracks and the like, the arrival of the earthquake cannot be predicted by the current technological level, and the earthquake cannot be predicted within a long period of time in the future. The examples of the successful prediction of the earthquake are basically coincidental. For earthquake, what we should do is to improve the building earthquake resistance grade and make defense, rather than predicting earthquake.

Although the existing device can perform shock absorption and isolation on a building, the shock absorption and isolation effect on the building is poor, the phenomenon that the building collapses is easily caused when an earthquake occurs, the damage is caused to the lives and properties of people, the structure is too single, and the earthquake waves cannot be absorbed by the earthquake waves, so that the shock absorption effect is not ideal, the building cannot be protected to the maximum extent, and the building cannot be popularized and applied.

Therefore, it is desirable to provide a shock-absorbing and shock-absorbing device for building, which aims to solve the above problems.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model provides a purpose provides a building shock insulation damping device to solve the problem in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

a building shock insulation and absorption device comprises a foundation, wherein supporting seats are symmetrically arranged on the foundation, connecting rods are fixedly connected to the supporting seats, limiting blocks are arranged at the tops of the connecting rods, cross beams are arranged on the connecting rods and penetrate through the connecting rods, third spring columns are arranged on the connecting rods and are arranged below the cross beams, the foundation is fixedly connected with a placing seat, a placing groove is formed in the placing seat, a rubber plate is arranged in the placing groove and can effectively absorb shock, a fixing cylinder is arranged on the rubber plate, fourth spring columns are symmetrically arranged in the fixing cylinder, a supporting transverse plate is fixedly connected to the fourth spring columns, a bearing rod is fixedly connected to the supporting transverse plate and penetrates through the fixing cylinder and the cross beams, a loading platform is fixedly connected to the tops of the bearing rods, and the third spring columns and the fourth spring columns are matched with each other, can be when the load platform bears the weight of the heavy object, the effectual shock attenuation that carries on.

As a further scheme of the utility model, be provided with outer shock insulation layer in the ground, be provided with the bearing plate in the outer shock insulation layer, the bearing plate sets up on outer shock insulation layer bottom, shock insulation layer in the fixed connection on the bearing plate, interior shock insulation layer bilateral symmetry is provided with first spring post, the outer shock insulation layer of shock insulation layer one end fixed connection is kept away from to first spring post, first spring post can the horizontal vibrations that receive of effectual reduction.

As the utility model discloses further scheme, interior shock insulation in situ symmetry is provided with the second and plays the spring post, second spring post inboard is provided with the support riser, the support riser sets up about interior shock insulation in situ symmetry, fixed connection rubber baffle and steel baffle on the support riser, rubber baffle and steel baffle set up on the support riser in turn for the longitudinal force that the buffering earthquake produced plays effectual shock insulation effect.

As a further scheme of the utility model, first spring post, second spring post, third spring post and fourth spring post mutually support, can effectively reduce the vibrations that the device received.

As the utility model discloses further scheme, outer shock insulation layer below is provided with the shock attenuation board, bilateral symmetry is provided with the board groove in the ground, the shock attenuation board runs through the board groove, the shock attenuation board both sides all are provided with reset spring, the shock attenuation board is at the lateral shifting in board groove, cooperation reset spring's effect that resets for the shock attenuation board can carry out the shake reducing effect of horizontal direction to the ground, the shock attenuation board below is provided with the reinforcing plate, the reinforcing plate below is provided with closely knit layer, reinforcing plate and closely knit layer set up in the ground, the reinforcing plate plays an auxiliary stay's effect to the bearing capacity of shock attenuation board.

As the utility model discloses a further scheme, be provided with the bracing piece in the closely knit layer, the overcoat has the rubber post on the bracing piece, the rubber post is provided with five at least, the stability of shock attenuation board lower part can be guaranteed on the closely knit layer of rubber post cooperation, the stability of laying between the rubber post can be guaranteed to the bracing piece.

As a further aspect of the present invention, the method is as described.

To sum up, compared with the prior art, the embodiment of the utility model has the following beneficial effects:

the utility model discloses a rubber slab can effectually carry out the shock attenuation, through the vibrations that first spring post can horizontal receiving of effectual reduction, sets up on the supporting riser through rubber baffle and steel baffle in turn for the vertical power that the buffering earthquake produced plays effectual shock insulation effect, sets up in the ground through reinforcing plate and closely knit layer, the reinforcing plate plays the effect of an auxiliary stay to the bearing capacity of shock attenuation board, can guarantee the stability of shock attenuation board lower part through the closely knit layer of rubber post cooperation, the bracing piece can guarantee the stability of laying between the rubber post.

To illustrate the structural features and functions of the present invention more clearly, the present invention will be described in detail with reference to the accompanying drawings and specific embodiments.

Drawings

Fig. 1 is a schematic structural diagram of an embodiment of the present invention.

Fig. 2 is a schematic structural view of an inner seismic isolation layer in an embodiment of the present invention.

Fig. 3 is a schematic structural diagram of an embodiment of the present invention after improvement.

Reference numerals: 1-foundation, 2-outer shock insulation layer, 3-bearing plate, 4-first spring column, 5-inner shock insulation layer, 6-second spring column, 7-rubber partition plate, 8-steel partition plate, 9-supporting vertical plate, 10-supporting seat, 11-third spring column, 12-limiting block, 13-connecting rod, 14-cross beam, 15-placing seat, 16-placing groove, 17-rubber plate, 18-fixing cylinder, 19-fourth spring column, 20-supporting transverse plate, 21-bearing rod, 22-loading platform, 23-plate groove, 24-reset spring, 25-damping plate, 26-reinforcing plate, 27-dense layer, 28-supporting rod and 29-rubber column.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

The following detailed description is provided for the specific embodiments of the present invention.

Example 1

Referring to fig. 1-2, a building shock isolation and absorption device comprises a foundation 1, wherein a support base 10 is symmetrically arranged on the foundation 1, a connecting rod 13 is fixedly connected on the support base 10, a limit block 12 is arranged at the top of the connecting rod 13, a cross beam 14 is arranged on the connecting rod 13, the cross beam 14 penetrates through the connecting rod 13, a third spring column 11 is arranged on the connecting rod 13, the third spring column 11 is arranged below the cross beam 14, the foundation 1 is fixedly connected with a placing base 15, a placing groove 16 is arranged on the placing base 15, a rubber plate 17 is arranged in the placing groove 16, the rubber plate 17 can effectively absorb shock, a fixing cylinder 18 is arranged on the rubber plate 17, a fourth spring column 19 is symmetrically arranged in the fixing cylinder 18, a support transverse plate 20 is fixedly connected on the fourth spring column 19, and a bearing rod 21 is fixedly connected on the support transverse plate 20, the bearing rod 21 penetrates through the fixed cylinder 18 and the cross beam 14, the top of the bearing rod 21 is fixedly connected with the load platform 22, and the third spring column 11 and the fourth spring column 19 are matched with each other, so that shock absorption can be effectively carried out when the load platform 22 bears a heavy object.

The utility model discloses a seismic isolation layer, including ground 1, shock insulation layer 5, first spring post 4, shock insulation layer 5 one end fixed connection outer shock insulation layer 2 is kept away from to first spring post 4, the vibration that the first spring post 4 can transversely receive by effectual reduction, be provided with outer shock insulation layer 2 in the ground 1, be provided with bearing plate 3 in the outer shock insulation layer 2, bearing plate 3 sets up on outer shock insulation layer 2 bottom, shock insulation layer 5 in the fixed connection on bearing plate 3, 5 bilateral symmetry in inner shock insulation layer is provided with first spring post 4, first spring post 4.

The interior symmetry of interior shock insulation layer 5 is provided with second spring post 6, second spring post 6 inboard is provided with support riser 9, support riser 9 sets up about interior shock insulation layer 5 interior symmetry, fixed connection rubber baffle 7 and steel baffle 8 on the support riser 9, rubber baffle 7 and steel baffle 8 set up on supporting riser 9 in turn for the longitudinal force of buffering earthquake production plays effectual shock insulation effect.

Preferably, in this embodiment, the first spring post 4, the second spring post 6, the third spring post 11 and the fourth spring post 19 are mutually matched, so that the vibration of the device can be effectively reduced.

Example 2

Referring to fig. 1 to 3, a building shock isolation and absorption device comprises a foundation 1, and further comprises a plate groove 23, a return spring 24, a shock absorption plate 25, a reinforcing plate 26, a dense layer 27, a support rod 28 and a rubber column 29, wherein the foundation 1 is symmetrically provided with a support base 10, the support base 10 is fixedly connected with a connecting rod 13, the top of the connecting rod 13 is provided with a limit block 12, the connecting rod 13 is provided with a beam 14, the beam 14 penetrates through the connecting rod 13, the connecting rod 13 is provided with a third spring column 11, the third spring column 11 is arranged below the beam 14, the foundation 1 is fixedly connected with a placing base 15, the placing base 15 is provided with a placing groove 16, the placing groove 16 is internally provided with a rubber plate 17, the rubber plate 17 can effectively absorb shock, the rubber plate 17 is provided with a fixed cylinder 18, the fixed cylinder 18 is internally and symmetrically provided with a fourth spring column 19, the fourth spring column 19 is fixedly connected with a supporting transverse plate 20, the supporting transverse plate 20 is fixedly connected with a bearing rod 21, the bearing rod 21 penetrates through the fixing cylinder 18 and the cross beam 14, the top of the bearing rod 21 is fixedly connected with a loading platform 22, and the third spring column 11 and the fourth spring column 19 are matched with each other, so that the shock absorption can be effectively carried out when the loading platform 22 bears a heavy object.

What is different from embodiment 1 is that, outer shock insulation layer 2 below is provided with shock attenuation board 25, the bilateral symmetry is provided with board groove 23 in ground 1, shock attenuation board 25 runs through board groove 23, shock attenuation board 25 both sides all are provided with reset spring 24, shock attenuation board 25 is at the lateral shifting of board groove 23, cooperation reset spring 24's effect that resets for shock attenuation board 25 can carry out the descending vibration effect of horizontal direction to ground 1, shock attenuation board 25 below is provided with reinforcing plate 26, reinforcing plate 26 below is provided with closely knit layer 27, reinforcing plate 26 and closely knit layer 27 set up in ground 1, reinforcing plate 26 plays the effect of an auxiliary stay to the bearing capacity of shock attenuation board 25.

Preferably, in this embodiment, be provided with the bracing piece 28 in the closely knit layer 27, the overcoat has rubber column 29 on the bracing piece 28, rubber column 29 is provided with five at least, the stability of the closely knit layer 27 of rubber column 29 cooperation can guarantee the shock attenuation board 25 lower part, the stability of laying between the rubber column 29 can be guaranteed to the bracing piece 28.

The rest of the structure of this example is the same as example 1.

Stated otherwise, the utility model discloses a rubber slab 17 can effectually be cushioned, the vibrations that can effectual reduction transversely receive through first spring post 4, set up on supporting riser 9 through rubber partition 7 and steel partition 8 in turn, be used for the vertical power that the buffering earthquake produced, play effectual shock insulation effect, set up in ground 1 through reinforcing plate 26 and closely knit layer 27, reinforcing plate 26 plays the effect of an auxiliary stay to the bearing capacity of shock attenuation board 25, can guarantee the stability of shock attenuation board 25 lower part through rubber post 29 cooperation closely knit layer 27, bracing piece 28 can guarantee the stability of laying between the rubber post 29.

The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.

Claims

1. A building shock isolation and absorption device comprises a foundation (1) and is characterized in that supporting seats (10) are symmetrically arranged on the foundation (1), connecting rods (13) are fixedly connected on the supporting seats (10), limiting blocks (12) are arranged at the tops of the connecting rods (13), cross beams (14) are arranged on the connecting rods (13), the cross beams (14) penetrate through the connecting rods (13), third spring columns (11) are arranged on the connecting rods (13), the third spring columns (11) are arranged below the cross beams (14), a placing seat (15) is fixedly connected with the foundation (1), a placing groove (16) is arranged on the placing seat (15), a rubber plate (17) is arranged in the placing groove (16), a fixing barrel (18) is arranged on the rubber plate (17), and fourth spring columns (19) are symmetrically arranged in the fixing barrel (18), fixed connection supports diaphragm (20) on fourth spring post (19), support fixed connection bearing bar (21) on diaphragm (20), fixed section of thick bamboo (18) and crossbeam (14) are run through to bearing bar (21), bearing bar (21) top fixed connection load platform (22).

2. The building shock-isolating and shock-absorbing device according to claim 1, wherein an outer shock-isolating layer (2) is arranged in the foundation (1), a bearing plate (3) is arranged in the outer shock-isolating layer (2), the bearing plate (3) is arranged at the bottom of the outer shock-isolating layer (2), an inner shock-isolating layer (5) is fixedly connected to the bearing plate (3), first spring columns (4) are symmetrically arranged on two sides of the inner shock-isolating layer (5), and one ends of the first spring columns (4) far away from the inner shock-isolating layer (5) are fixedly connected to the outer shock-isolating layer (2).

3. The building shock-isolating and shock-absorbing device according to claim 2, wherein the second spring columns (6) are symmetrically arranged in the inner shock-isolating layer (5), supporting vertical plates (9) are arranged on the inner sides of the second spring columns (6), the supporting vertical plates (9) are symmetrically arranged in the inner shock-isolating layer (5), rubber partition plates (7) and steel partition plates (8) are fixedly connected to the supporting vertical plates (9), and the rubber partition plates (7) and the steel partition plates (8) are alternately arranged on the supporting vertical plates (9).

4. The shock-isolating and shock-absorbing device for buildings according to claim 3, wherein the first spring column (4), the second spring column (6), the third spring column (11) and the fourth spring column (19) are mutually matched.

5. The building shock isolation and absorption device according to claim 2, wherein a shock absorption plate (25) is arranged below the outer shock isolation layer (2), plate grooves (23) are symmetrically formed in two sides of the foundation (1), the shock absorption plate (25) penetrates through the plate grooves (23), return springs (24) are arranged on two sides of the shock absorption plate (25), a reinforcing plate (26) is arranged below the shock absorption plate (25), a compact layer (27) is arranged below the reinforcing plate (26), and the reinforcing plate (26) and the compact layer (27) are arranged in the foundation (1).

6. The building shock-isolating and shock-absorbing device as claimed in claim 5, wherein a support rod (28) is arranged in the dense layer (27), rubber columns (29) are sleeved outside the support rod (28), and at least five rubber columns (29) are arranged.