CN216239359U - Anti-seismic structure based on bearing column - Google Patents
Anti-seismic structure based on bearing column Download PDFInfo
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- CN216239359U CN216239359U CN202122882298.1U CN202122882298U CN216239359U CN 216239359 U CN216239359 U CN 216239359U CN 202122882298 U CN202122882298 U CN 202122882298U CN 216239359 U CN216239359 U CN 216239359U
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- fixedly connected
- block
- buffer
- bearing column
- circumferential surface
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- 238000013016 damping Methods 0.000 claims abstract description 29
- 230000007246 mechanism Effects 0.000 claims abstract description 9
- 230000000087 stabilizing effect Effects 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 description 7
- 230000035939 shock Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
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Abstract
The utility model provides an anti-seismic structure based on a bearing column, which belongs to the technical field of bearing columns and comprises a thick sleeve, wherein a damping spring is fixedly connected to the lower inner wall of the thick sleeve, one end of the damping spring is fixedly connected with a buffer plate, the upper end of the buffer plate is fixedly connected with the bearing column, the bearing column is pushed downwards when the bearing column is subjected to longitudinal impact force, the impact force can be unloaded and buffered firstly through the damping spring, and then the impact force can be further unloaded through a damping mechanism while the bearing column is pushed downwards, so that the anti-seismic capacity of the bearing column is improved, and the safety of a house receiving the impact force is improved.
Description
Technical Field
The utility model belongs to the technical field of bearing columns, and particularly relates to an anti-seismic structure based on bearing columns.
Background
In building engineering, such as building construction, it is usually necessary to use a load-bearing column to support the top and the whole of a building, so as to stabilize and prevent collapse, and therefore in modern building engineering, the anti-seismic grade of the load-bearing column is very important.
The bearing column is an important ring in a house system, and needs excellent shock resistance, but the existing bearing column cannot rapidly unload and buffer impact force when the existing bearing column is subjected to pressure from above, particularly when the existing bearing column is subjected to impact force from the longitudinal direction, so that the overall safety of a house is affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an anti-seismic structure based on a bearing column, and aims to solve the problem that when the bearing column in the prior art faces pressure from above, impact force cannot be rapidly discharged and buffered by the bearing column, and further the overall safety of a house is affected.
In order to achieve the purpose, the utility model provides the following technical scheme:
a load-bearing post-based seismic structure comprising:
the damping device comprises a thick sleeve, a damping spring is fixedly connected to the lower inner wall of the thick sleeve, one end of the damping spring is fixedly connected with a buffer plate, and the upper end of the buffer plate is fixedly connected with a bearing column; and
damper, damper comprises dashpot, transfer line, buffer spring, connecting rod, connecting block, buffer block and installation block, connecting block fixed connection is in thick telescopic circumference surface, connecting rod fixed connection is in the one end of connecting block, installation block fixed connection is in the other end of connecting rod, buffer spring fixed connection is in the one end of installation block, and the circumference surface of connecting rod is located to the buffer spring cover, buffer block sliding connection is in the circumference surface of connecting rod, the dashpot is seted up in thick telescopic circumference surface, the both ends of transfer line all articulate in the circumference surface of the upper end of buffer block and buffer board through the hinge difference activity respectively.
As a preferable scheme of the utility model, both ends of the connecting block and the mounting block are fixedly connected with reinforcing rods.
As a preferable scheme of the utility model, one end of the mounting block is fixedly connected with a fixing block, the upper end of the fixing block is provided with a mounting hole, and a fixing nail is slidably connected in the mounting hole.
As a preferable scheme of the present invention, two sponge blocks are fixedly connected to the circumferential surface of the buffer plate.
As a preferable aspect of the present invention, two stabilizing blocks are fixedly connected to a circumferential surface of the thick sleeve.
As a preferable scheme of the present invention, the damping mechanisms are provided in two sets, and the two sets of damping mechanisms are provided on the circumferential surface of the thick sleeve and symmetrically distributed around the thick sleeve as a center of circle.
Compared with the prior art, the utility model has the beneficial effects that:
1. in this scheme, receive from fore-and-aft impact force messenger at the carrier post, can push the carrier post downwards, at this moment through damping spring alright with carrying out first step with the impact force and tearing off and the buffering, then when the carrier post pushes down, can also further tear off the impact force through damper, and then improve the shock resistance of carrier post, and then the security when the house received the impact force.
2. In this scheme, when needs place thick sleeve subaerial, can place subaerial through with the fixed block, and later peg graft the staple to the mounting hole in, and later with the staple nail go into ground, then fix thick sleeve.
3. In this scheme, can alleviate the impact force of the last inner wall contact of connecting hinge department and the buffer slot of drive rod through two sponge pieces to can also improve thick telescopic stability through stabilizing the piece, and when in-service use, can also improve the shock absorption efficiency of bearing the post through two sets of damper.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a front perspective view of the present invention;
FIG. 2 is a main sectional perspective view of the present invention;
fig. 3 is a top sectional perspective view of the present invention.
In the figure: 1. a load bearing column; 2. connecting blocks; 3. a stabilizing block; 4. a fixed block; 5. fixing nails; 6. a buffer spring; 7. a transmission rod; 8. a connecting rod; 9. a reinforcing bar; 10. a thick sleeve; 11. mounting blocks; 12. a buffer tank; 13. a damping spring; 14. a buffer plate; 15. a sponge block; 16. and a buffer block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
Referring to fig. 1-3, the present invention provides the following technical solutions:
a load-bearing post-based seismic structure comprising:
the lower inner wall of the thick sleeve 10 is fixedly connected with a damping spring 13, one end of the damping spring 13 is fixedly connected with a buffer plate 14, and the upper end of the buffer plate 14 is fixedly connected with the bearing column 1; and
damper, damper is by buffer slot 12, transfer line 7, buffer spring 6, connecting rod 8, connecting block 2, buffer block 16 and installation piece 11 are constituteed, 2 fixed connection in the circumferential surface of thick sleeve 10 of connecting block, 8 fixed connection in the one end of connecting block 2 of connecting rod, 11 fixed connection in the other end of connecting rod 8 of installation piece, 6 fixed connection in the one end of installation piece 11 of buffer spring, and 6 covers of buffer spring locate the circumferential surface of connecting rod 8, 16 sliding connection in the circumferential surface of connecting rod 8 of buffer block, buffer slot 12 is seted up in the circumferential surface of thick sleeve 10, the both ends of transfer line 7 all through hinge difference activity hinge in the upper end of buffer block 16 and the circumferential surface of buffer plate 14.
In the embodiment of the utility model, when the load-bearing column 1 is subjected to longitudinal impact force, the load-bearing column 1 is pressed downwards, the load-bearing column 1 synchronously drives the buffer plate 14 to press downwards when being pressed downwards, then the damping spring 13 is pressed downwards, the impact force is absorbed by the damping spring 13, so that the first-step damping is performed, then the driving rod 7 is synchronously driven to move and press downwards when the damping spring 13 is pressed downwards, the buffer block 16 which is rotatably connected with the driving rod 7 is also pushed to slide on the circumferential surface of the connecting rod 8 through the movement of the driving rod 7, then the buffer spring 6 is pressed when the buffer block 16 slides, the buffer block 16 is subjected to pushing force and impact force through the buffer spring 6 to be buffered, so that the impact force is subjected to secondary damping, and when the load-bearing column 1 is subjected to longitudinal impact force, it is protected from damage and the travel distance of the transmission rod 7 is limited by the buffer slot 12, preventing damage due to excessive travel.
Referring to fig. 2, the two ends of the connecting block 2 and the mounting block 11 are fixedly connected with reinforcing rods 9, one end of the mounting block 11 is fixedly connected with a fixing block 4, the upper end of the fixing block 4 is provided with a mounting hole, and a fixing nail 5 is slidably connected in the mounting hole.
In this embodiment: can improve joint strength and the stability of installation piece 11 and connecting block 2 through stiffener 9, and then improve the stability of this device to when thick sleeve 10 is placed subaerial, can be through with fixed block 4 with place its subaerial, then with staple 5 through the mounting hole in nailing into ground, make the fixed better of this device.
Specifically referring to fig. 3, two sponge blocks 15 are fixedly connected to the circumferential surface of the buffer plate 14, two stabilizing blocks 3 are fixedly connected to the circumferential surface of the thick sleeve 10, and two sets of damping mechanisms are provided, and the two sets of damping mechanisms are disposed on the circumferential surface of the thick sleeve 10 and symmetrically distributed around the thick sleeve 10.
In this embodiment: impact force when the connecting hinge shaft of the transmission rod 7 contacts with the upper inner wall of the buffer groove 12 can be reduced through the two sponge blocks 15, the stability of the thick sleeve 10 can be improved through the stabilizing block 3, and in actual use, the damping efficiency of the bearing column 1 can be improved through the two groups of damping mechanisms.
The working principle and the using process of the utility model are as follows: when bearing post 1 receives the impact force, can extrude buffer board 14 downwards and extrude damping spring 13, at this moment can absorb the impact force and cushion through damping spring 13's compression, carry out the shock attenuation of first step to when buffer board 14 is extrudeed the downstream, can also cushion the secondary through the impact force that damper received bearing post 1, and then improve the support intensity and the life of bearing post 1, and then improve the security in house.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. An earthquake-resistant structure based on a bearing column, comprising:
the device comprises a thick sleeve (10), wherein a damping spring (13) is fixedly connected to the lower inner wall of the thick sleeve (10), one end of the damping spring (13) is fixedly connected with a buffer plate (14), and the upper end of the buffer plate (14) is fixedly connected with a bearing column (1); and
the damping mechanism consists of a buffer groove (12), a transmission rod (7), a buffer spring (6), a connecting rod (8), a connecting block (2), a buffer block (16) and a mounting block (11), the connecting block (2) is fixedly connected to the circumferential surface of the thick sleeve (10), the connecting rod (8) is fixedly connected to one end of the connecting block (2), the mounting block (11) is fixedly connected with the other end of the connecting rod (8), the buffer spring (6) is fixedly connected with one end of the mounting block (11), the buffer spring (6) is sleeved on the circumferential surface of the connecting rod (8), the buffer block (16) is connected to the circumferential surface of the connecting rod (8) in a sliding manner, the buffer groove (12) is arranged on the circumferential surface of the thick sleeve (10), and two ends of the transmission rod (7) are respectively and movably hinged to the upper end of the buffer block (16) and the circumferential surface of the buffer plate (14) through hinge shafts.
2. An earthquake-resistant structure based on bearing columns according to claim 1, characterized in that both ends of the connecting blocks (2) and the mounting blocks (11) are fixedly connected with reinforcing rods (9).
3. The anti-seismic structure based on the bearing column according to claim 2, wherein one end of the mounting block (11) is fixedly connected with a fixing block (4), the upper end of the fixing block (4) is provided with a mounting hole, and a fixing nail (5) is connected in the mounting hole in a sliding manner.
4. A seismic structure based on load-bearing columns, according to claim 3, characterized in that two sponge blocks (15) are fixedly connected to the circumferential surface of said buffer plate (14).
5. A seismic structure based on load-bearing columns, according to claim 4, characterized in that the circumferential surface of said thick sleeve (10) is fixedly connected with two stabilizing blocks (3).
6. An earthquake-resistant structure based on a bearing column as claimed in claim 5, wherein there are two groups of damping mechanisms, and the two groups of damping mechanisms are arranged on the circumferential surface of the thick sleeve (10) and symmetrically distributed with the thick sleeve (10) as the center of circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122882298.1U CN216239359U (en) | 2021-11-23 | 2021-11-23 | Anti-seismic structure based on bearing column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122882298.1U CN216239359U (en) | 2021-11-23 | 2021-11-23 | Anti-seismic structure based on bearing column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216239359U true CN216239359U (en) | 2022-04-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122882298.1U Expired - Fee Related CN216239359U (en) | 2021-11-23 | 2021-11-23 | Anti-seismic structure based on bearing column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216239359U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104524A (en) * | 2023-04-14 | 2023-05-12 | 山西省交通新技术发展有限公司 | Bridge tunnel supporting member and using method thereof |
-
2021
- 2021-11-23 CN CN202122882298.1U patent/CN216239359U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104524A (en) * | 2023-04-14 | 2023-05-12 | 山西省交通新技术发展有限公司 | Bridge tunnel supporting member and using method thereof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220408 |