CN219638156U - Anti-seismic support for building - Google Patents
Anti-seismic support for building Download PDFInfo
- Publication number
- CN219638156U CN219638156U CN202320853168.1U CN202320853168U CN219638156U CN 219638156 U CN219638156 U CN 219638156U CN 202320853168 U CN202320853168 U CN 202320853168U CN 219638156 U CN219638156 U CN 219638156U
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- seismic
- support
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- transverse
- seismic support
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- 238000013016 damping Methods 0.000 claims abstract description 23
- 239000010410 layer Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000011247 coating layer Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000013329 compounding Methods 0.000 claims description 2
- 230000003139 buffering effect Effects 0.000 description 6
- 230000035939 shock Effects 0.000 description 5
- 230000005012 migration Effects 0.000 description 2
- 238000013508 migration Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000003064 anti-oxidating effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an anti-seismic support for buildings, which belongs to the technical field of building equipment, and comprises a lower anti-seismic support plate and an upper anti-seismic support plate, wherein a longitudinal support column is fixedly arranged at the center position above the lower anti-seismic support plate, the upper end of the longitudinal support column is slidably connected and provided with a longitudinal anti-seismic sliding sleeve, the upper end of the longitudinal anti-seismic sliding sleeve is fixedly connected with the upper anti-seismic support plate, arched support frames are arranged on the side edges of the longitudinal support columns, and the upper ends of the arched support frames are connected with a transverse anti-seismic seat. The anti-seismic support is longitudinally supported by the longitudinal support column, is matched with the longitudinal anti-seismic sliding sleeve and the longitudinal damping spring, so that the device has good longitudinal anti-seismic performance, and the arched support frame is matched with the transverse anti-seismic seat, so that the device has good transverse anti-seismic performance, and the anti-seismic support is fixedly installed through the prefabricated bolt structure, so that the anti-seismic support is simple in structure, convenient to install and low in cost.
Description
Technical Field
The utility model belongs to the technical field related to building equipment, and particularly relates to an earthquake-resistant support for a building.
Background
Along with the continuous improvement of economic level, the infrastructure construction of china is also better, many have all adopted effective anti-seismic measures such as just, gentle combination in the civil engineering, the cooperation uses anti-seismic support to carry out the shock insulation, reduce the earthquake response of superstructure through setting up the isolation device between superstructure and lower part support system, but the anti-seismic support structure on the market is complicated at present, and the function is single, the installation of anti-seismic support and the anti-oxidation protection measure do not put in place in the market, make anti-seismic support receive corruption or oxidation easily, thereby reduced anti-seismic support's life, the gravity that anti-seismic support bore moreover can not be buffered, long-time backlog easily reduces anti-seismic effect of anti-seismic support, anti-seismic support and object contact for a long time moreover, easily produce the friction and damage to anti-seismic support's use, patent number: the shock-resistant support for the building is characterized in that the support is fixedly installed through the arrangement of the inserted link and the helical blade and the cooperation of the first conical gear, the second conical gear, the rotating rod, the third conical gear and the servo motor; the support column is matched with the first spring, so that damage to a building caused by vibration generated by external factors can be effectively relieved, and under the matching of the connecting rod, the sliding block, the sliding rod and the third spring, the vibration amplitude of the bearing plate generated by the external factors can be reduced, thereby achieving the purpose of vibration reduction and avoiding damage to the building on the top end surface of the bearing plate caused by overlarge vibration amplitude; through the cooperation of breakwater, deflector, rubber column, second spring, awl thorn and tripod, improved the stability of this support, but utilize servo motor and gear drive subassembly to carry out fixed mounting, the structure is complicated and the cost is higher, and vertical support mainly relies on rubber column, second spring and first spring to support, and structural strength is relatively poor, and the device horizontal direction shock resistance is relatively weak.
The present utility model has been made in view of this.
Disclosure of Invention
The utility model aims to solve the technical problems of overcoming the defects of the prior art, providing an anti-seismic support for buildings, and aiming to solve the technical problems, the utility model adopts the basic conception of the technical scheme that:
the utility model provides an anti-seismic support for building, includes anti-seismic support board and last anti-seismic support board down, the top central point of anti-seismic support board down puts fixedly and is provided with vertical support column, the upper end sliding connection of vertical support column installs vertical anti-seismic sliding sleeve, vertical anti-seismic sliding sleeve's upper end with go up anti-seismic support board fixed connection, the side of vertical support column is provided with the arch support frame, the upper end of arch support frame is connected with horizontal anti-seismic seat.
As a further scheme of the utility model: the lower side of the lower anti-seismic support plate is fixedly arranged on a lower buttress through a connecting bolt, the lower buttress is of a prefabricated reinforced concrete structure, a pre-supporting bolt connecting assembly is arranged in the lower buttress, two ends of the arch support frame are fixedly connected with the lower anti-seismic support plate through fixing screws, and the arch support frame is used for enhancing the support strength of the structure.
As still further aspects of the utility model: the top integral type of arch support frame is provided with the removal slider, be provided with horizontal antidetonation cavity in the horizontal antidetonation seat, it installs to remove the slider joint in the horizontal antidetonation cavity, it can be followed to remove the slider horizontal migration in the horizontal antidetonation cavity.
As still further aspects of the utility model: the two ends of the movable sliding block are connected with transverse damping springs, the other ends of the transverse damping springs are fixedly connected with the end positions of the transverse anti-seismic cavities, and buffer guide posts are sleeved at positions, close to the end positions of the transverse anti-seismic cavities, in the transverse damping springs and used for further buffering and resisting shock after the transverse damping springs are compressed.
As still further aspects of the utility model: install anchor bar sleeve subassembly in the last antidetonation backup pad, anchor bar sleeve subassembly be used for will go up fixed connection between antidetonation backup pad and the building supporting seat, be provided with vertical antidetonation cavity in the vertical antidetonation sliding sleeve, the upper end integral type of vertical support column is provided with spacing end plate, spacing end plate is formed by steel sheet and sheet rubber complex, and the sheet rubber sets up in the lower floor, is used for right spacing end plate carries out vertical buffering.
As still further aspects of the utility model: the vertical damping spring is installed between the upper end of the limiting end plate and the inner top of the vertical anti-seismic cavity, the vertical support column is formed by mutually overlapping and vulcanizing a steel plate layer and a rubber sheet layer, and the vertical damping spring can provide enough vertical bearing capacity and simultaneously has extremely high horizontal deformation capacity, and an outer layer of the vertical support column is provided with an outer coating layer, so that the protection fireproof capacity of the device is enhanced.
By adopting the technical scheme, compared with the prior art, the utility model has the following beneficial effects.
The anti-seismic support is longitudinally supported by the longitudinal support column, and is matched with the longitudinal anti-seismic sliding sleeve and the longitudinal damping spring, so that the device has good longitudinal anti-seismic performance, and the arched support frame is matched with the transverse anti-seismic seat, so that the device has good transverse anti-seismic performance.
The anti-seismic support is fixedly installed through the prefabricated bolt structure, and is simple in structure, convenient to install and low in cost.
The following describes the embodiments of the present utility model in further detail with reference to the accompanying drawings.
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 utility model. It is evident that the drawings in the following description are only examples, from which other drawings can be obtained by a person skilled in the art without the inventive effort. In the drawings:
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a front view of the present utility model;
FIG. 3 is a front cross-sectional view of the present utility model;
fig. 4 is an enlarged view of a portion of the present utility model at a.
In the figure: 1. a lower anti-vibration support plate; 2. an arched support; 3. a connecting bolt; 4. a lower buttress; 5. a set screw; 6. an upper anti-vibration support plate; 7. an anchor bar sleeve assembly; 8. a transverse shock-resistant seat; 9. a longitudinal anti-seismic sliding sleeve; 10. a longitudinal support column; 11. a longitudinal anti-seismic cavity; 12. a longitudinal damping spring; 13. a limiting end plate; 14. a steel plate layer; 15. a rubber sheet layer; 16. an outer coating layer; 17. a transverse anti-seismic cavity; 18. a transverse damping spring; 19. buffering guide posts; 20. and moving the slide block.
It should be noted that these drawings and the written description are not intended to limit the scope of the inventive concept in any way, but to illustrate the inventive concept to those skilled in the art by referring to the specific embodiments.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions in the embodiments will be clearly and completely described with reference to the accompanying drawings in the embodiments of the present utility model, and the following embodiments are used to illustrate the present utility model, but are not intended to limit the scope of the present utility model.
As shown in fig. 1 to 4, the earthquake-resistant support for building comprises a lower earthquake-resistant support plate 1 and an upper earthquake-resistant support plate 6, wherein a longitudinal support column 10 is fixedly arranged at the central position above the lower earthquake-resistant support plate 1, a longitudinal earthquake-resistant sliding sleeve 9 is slidably arranged at the upper end of the longitudinal support column 10, the upper end of the longitudinal earthquake-resistant sliding sleeve 9 is fixedly connected with the upper earthquake-resistant support plate 6, an arched support frame 2 is arranged on the side edge of the longitudinal support column 10, the upper end of the arched support frame 2 is connected with a transverse earthquake-resistant seat 8, the longitudinal support column 10 is used for carrying out longitudinal support, and the longitudinal earthquake-resistant sliding sleeve 9 and a longitudinal damping spring 12 are matched, so that the device has better longitudinal earthquake-resistant performance, and the arched support frame 2 is matched with the transverse earthquake-resistant seat 8 so that the device has better transverse earthquake-resistant performance.
Wherein, the below of antidetonation backup pad 1 passes through connecting bolt 3 fixed mounting on lower buttress 4, and lower buttress 4 is prefabricated reinforced concrete structure, establishes in advance the bolt connection subassembly, and the both ends of arch support frame 2 pass through fixed screw 5 and lower antidetonation backup pad 1 fixed connection, and arch support frame 2 is used for reinforcing structure's support strength.
The top integral type of arch support frame 2 is provided with the removal slider 20, is provided with horizontal antidetonation cavity 17 in the horizontal antidetonation seat 8, and the removal slider 20 joint is installed in horizontal antidetonation cavity 17, and the removal slider 20 can follow horizontal antidetonation cavity 17 horizontal migration.
The two ends of the movable slide block 20 are connected with a transverse damping spring 18, the other end of the transverse damping spring 18 is fixedly connected with the end position of the transverse anti-seismic cavity 17, and a buffer guide post 19 is sleeved at the position, close to the end position of the transverse anti-seismic cavity 17, in the transverse damping spring 18 and used for further buffering and anti-seismic after the transverse damping spring 18 is compressed.
The upper anti-seismic support plate 6 is provided with an anchor rib sleeve assembly 7, the anchor rib sleeve assembly 7 is used for fixedly connecting the upper anti-seismic support plate 6 with a building support seat, a longitudinal anti-seismic cavity 11 is arranged in the longitudinal anti-seismic sliding sleeve 9, the upper end of the longitudinal support column 10 is integrally provided with a limiting end plate 13, the limiting end plate 13 is formed by compounding a steel plate and a rubber sheet, and the rubber sheet is arranged on the lower layer and is used for longitudinally buffering the limiting end plate 13.
The upper end of the limiting end plate 13 and the inner top of the longitudinal anti-seismic cavity 11 are provided with the longitudinal damping springs 12, the longitudinal support column 10 is formed by overlapping and vulcanizing the steel plate layer 14 and the rubber sheet layer 15, and the longitudinal damping springs can provide enough longitudinal bearing capacity and have extremely high horizontal deformation capacity, and the outer layer of the longitudinal support column 10 is provided with the outer coating layer 16, so that the protection and fireproof capacity of the device is enhanced.
The working principle of the utility model is as follows: when the anti-seismic support is used, the lower support pier is prefabricated, the connecting component of the connecting bolt 3 is preset, the lower support pier 4 is completely dried, the lower anti-seismic support plate 1 is fixedly installed on the lower support pier 4 through the connecting bolt 3, a longitudinal support column 10 and a longitudinal anti-seismic sliding sleeve 9 are arranged between the lower anti-seismic support plate 1 and the upper anti-seismic support plate 6, the longitudinal support column 10 is formed by mutually overlapping and vulcanizing a steel plate layer 14 and a rubber sheet layer 15, enough longitudinal bearing capacity can be provided, meanwhile, the anti-seismic support also has extremely high horizontal deformation capacity, the longitudinal damping spring 12 can also effectively absorb and buffer longitudinal vibration, the arch structure of the arch support frame 2 can effectively strengthen the supporting strength of the structure, the arch support frame 2 is matched with the transverse anti-seismic seat 8, the transverse damping spring 18 and the buffering guide pillar 19, so that the anti-seismic support has better transverse anti-seismic performance, the integral anti-seismic support is fixedly installed through the prefabricated bolt structure, and the anti-seismic support is simple in structure, and convenient to install and low in cost.
The foregoing description is only illustrative of the preferred embodiment of the present utility model, and is not to be construed as limiting the utility model, but is to be construed as limiting the utility model to any and all simple modifications, equivalent variations and adaptations of the embodiments described above, which are within the scope of the utility model, may be made by those skilled in the art without departing from the scope of the utility model.
Claims (6)
1. The utility model provides an anti-seismic support for building, includes anti-seismic support board (1) and goes up anti-seismic support board (6), its characterized in that, the top central point of anti-seismic support board (1) down puts fixedly and is provided with vertical support column (10), the upper end sliding connection of vertical support column (10) has vertical anti-seismic sliding sleeve (9), the upper end of vertical anti-seismic sliding sleeve (9) with go up anti-seismic support board (6) fixed connection, the side of vertical support column (10) is provided with arch support frame (2), the upper end of arch support frame (2) is connected with horizontal anti-seismic seat (8).
2. The anti-seismic support for buildings according to claim 1, wherein the lower part of the lower anti-seismic support plate (1) is fixedly arranged on a lower buttress (4) through a connecting bolt (3), the lower buttress (4) is of a prefabricated reinforced concrete structure, a pre-supporting bolt connecting assembly is arranged in the lower buttress (4), and two ends of the arch support frame (2) are fixedly connected with the lower anti-seismic support plate (1) through fixing screws (5).
3. The anti-seismic support for buildings according to claim 1, wherein a movable sliding block (20) is integrally arranged at the top of the arched support frame (2), a transverse anti-seismic cavity (17) is arranged in the transverse anti-seismic seat (8), and the movable sliding block (20) is clamped and installed in the transverse anti-seismic cavity (17).
4. The anti-seismic support for buildings according to claim 3, wherein both ends of the movable sliding block (20) are connected with transverse damping springs (18), the other ends of the transverse damping springs (18) are fixedly connected with the end positions of the transverse anti-seismic cavities (17), and buffer guide posts (19) are sleeved at positions, close to the end positions of the transverse anti-seismic cavities (17), in the transverse damping springs (18).
5. The anti-seismic support for buildings according to claim 1, wherein the upper anti-seismic support plate (6) is provided with an anchor bar sleeve assembly (7), a longitudinal anti-seismic cavity (11) is arranged in the longitudinal anti-seismic sliding sleeve (9), the upper end of the longitudinal support column (10) is integrally provided with a limiting end plate (13), the limiting end plate (13) is formed by compounding a steel plate and a rubber sheet, and the rubber sheet is arranged on the lower layer.
6. The anti-seismic support for buildings according to claim 5, wherein a longitudinal damping spring (12) is installed between the upper end of the limiting end plate (13) and the inner top of the longitudinal anti-seismic cavity (11), the longitudinal support column (10) is formed by overlapping and vulcanizing a steel plate layer (14) and a rubber sheet layer (15), and an outer layer of the longitudinal support column (10) is provided with an outer coating layer (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320853168.1U CN219638156U (en) | 2023-04-17 | 2023-04-17 | Anti-seismic support for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320853168.1U CN219638156U (en) | 2023-04-17 | 2023-04-17 | Anti-seismic support for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219638156U true CN219638156U (en) | 2023-09-05 |
Family
ID=87810268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320853168.1U Active CN219638156U (en) | 2023-04-17 | 2023-04-17 | Anti-seismic support for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219638156U (en) |
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2023
- 2023-04-17 CN CN202320853168.1U patent/CN219638156U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240207 Address after: Room 413-7, 4th Floor, Building B, Zhimengyuan, No. 4 Gupinggang, Gulou District, Nanjing City, Jiangsu Province, 210000 Patentee after: Nanjing Huiconcrete Transportation Technology Co.,Ltd. Country or region after: China Address before: 210 000 No. 65 Pearl South Road, Pukou District, Nanjing City, Jiangsu Province Patentee before: NANJING INSTITUTE OF RAILWAY TECHNOLOGY Country or region before: China |
|
| TR01 | Transfer of patent right |