CN219411354U - Earthquake-resistant structure for building - Google Patents
Earthquake-resistant structure for building Download PDFInfo
- Publication number
- CN219411354U CN219411354U CN202320639276.9U CN202320639276U CN219411354U CN 219411354 U CN219411354 U CN 219411354U CN 202320639276 U CN202320639276 U CN 202320639276U CN 219411354 U CN219411354 U CN 219411354U
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- China
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- earthquake
- building
- house
- shock
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- 230000035939 shock Effects 0.000 claims abstract description 32
- 230000007246 mechanism Effects 0.000 claims abstract description 27
- 238000013016 damping Methods 0.000 claims abstract description 21
- 239000002184 metal Substances 0.000 claims abstract description 11
- 238000009413 insulation Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 abstract description 2
- 238000005192 partition Methods 0.000 abstract 3
- 230000003139 buffering effect Effects 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 230000009471 action Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005265 energy consumption 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
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the technical field of building components, and particularly discloses an earthquake-resistant structure for a building, which comprises building struts and base beams, wherein an earthquake-resistant base is arranged below the building struts, shock-resistant partition plates are arranged at the upper end and the lower end of the earthquake-resistant base, buffer gaskets are arranged between the two shock-resistant partition plates in an array manner, metal gaskets are arranged at intervals of the buffer gaskets, base connecting pin house connecting bolts are arranged inside the two shock-resistant partition plates, and a hydraulic shock-resistant mechanism is arranged below the base beams. When horizontal vibrations appear, can carry out certain skew at the inboard effect of array setting of house branch buffering gasket cooperation metal gasket, consume the energy of the vibrations of transversely rocking and handle, when the vertical of vibrations production was rocked simultaneously, buffering gasket wholly can produce certain deformation, and the movable extrusion of house branch in hydraulic damping mechanism's inside is cooperated again, can promote the shock resistance of the whole bottom of house.
Description
Technical Field
The utility model relates to the technical field of building components, in particular to an earthquake-resistant structure for a building.
Background
The utility model discloses a chinese patent net (a low-rise building is used antidetonation beam column structure) grant bulletin number is (CN 206554277U), there is the connecting plate of vertical setting on the terminal surface that the crossbeam of this application is close to stand one end and all horizontal reinforcing bars on this crossbeam all with connecting plate fixed connection, there is the U type strengthening rib that the level set up between the riser of connecting plate and reinforcing plate, U type strengthening rib suit is fixed at the riser periphery, open end orientation connecting plate and with connecting plate fixed connection form into horizontal antidetonation structure, make crossbeam and stand reliably connect, can not take place the phenomenon of falling off, antidetonation effect is good, can reduce the influence that the earthquake produced beam column structure, thereby alleviate the destruction journey that the building received.
However, in the above application, the vibration-resistant treatment is performed on the top beam position of the building, and the vibration-resistant effect of the bottom of the building cannot be ensured without arranging a damping mechanism on the base and the foundation position of the building.
Disclosure of Invention
In view of the shortcomings of the prior art, the utility model provides an earthquake-resistant structure for buildings, which solves the problems mentioned in the background.
The utility model provides the following technical scheme: the utility model provides a shock-resistant structure for building, includes building pillar and base crossbeam, the below of building pillar is provided with the shock insulation base, shock attenuation baffle is all installed at both ends about the shock insulation base, two array is provided with buffer pad between the shock attenuation baffle, buffer pad's interval department is provided with metal gasket, the upper end of shock insulation base with be connected with house connecting bolt between the building pillar, two the base connecting pin is all installed to shock attenuation baffle's inside, hydraulic shock-absorbing mechanism is installed to the below of base crossbeam.
As still further aspects of the utility model: and a house strut is connected between the upper end of the hydraulic damping mechanism and the base beam, and a foundation strut is connected between the lower end of the hydraulic damping mechanism and the foundation.
As still further aspects of the utility model: the hydraulic damping mechanism is characterized in that an installation bin is arranged in the hydraulic damping mechanism, and a damping spring is connected between the house strut and the foundation strut and positioned in the installation bin.
As still further aspects of the utility model: the outer sides of the buffer gaskets and the metal gaskets are sleeved with protection rubber layers.
As still further aspects of the utility model: the building support column and the base cross beam are provided with stirrups.
As still further aspects of the utility model: the house support rod is movably connected with the base cross beam, and the foundation support rod is movably connected with the foundation.
As still further aspects of the utility model: the inside of installation storehouse is filled with buffer oil, damping spring with house branch and ground branch fixed connection.
As still further aspects of the utility model: the building support column is fixedly connected with the base cross beam, and the shock insulation base is fixedly connected with the building support column through the house connecting bolt.
Compared with the prior art, the utility model has the beneficial effects that:
when transverse vibration occurs, the buffer gaskets arranged on the inner side array of the house strut are matched with the metal gaskets to perform certain offset when the house strut shakes left and right, so that the energy consumption of the transverse shaking vibration is realized.
Meanwhile, when the vibration is generated to shake vertically, the whole buffer gasket can generate certain deformation, and then the buffer gasket is matched with the movable extrusion of the house strut in the hydraulic damping mechanism, so that the shock resistance of the whole bottom of the house can be improved.
Drawings
FIG. 1 is a schematic view of a seismic structure for a building;
FIG. 2 is a schematic view of a building seismic structure;
fig. 3 is a schematic structural view of a seismic structure for buildings.
In the figure: 1. building struts; 2. a base cross beam; 3. stirrups; 4. a hydraulic damping mechanism; 5. a shock isolation base; 401. house struts; 402. a foundation strut; 403. a damping spring; 404. a mounting bin; 501. a shock absorbing baffle; 502. house connecting bolts; 503. a base connecting pin; 504. a buffer pad; 505. a metal gasket.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1-3, this embodiment provides an earthquake-resistant structure for a building, including building pillar 1 and base crossbeam 2, building pillar 1 and base crossbeam 2 fixed connection, the below of building pillar 1 is provided with shock insulation base 5, shock-absorbing baffles 501 are all installed at shock-absorbing base 5 upper and lower both ends, the array is provided with buffer gasket 504 between two shock-absorbing baffles 501, buffer gasket 504's interval department is provided with metal gasket 505, buffer gasket 504 and metal gasket 505's outside has all cup jointed the protection rubber layer, be connected with house connecting bolt 502 between shock-absorbing base 5's upper end and the building pillar 1, shock-absorbing base 5 passes through house connecting bolt 502 and building pillar 1 fixed connection, base connecting pin 503 is all installed to the inside of two shock-absorbing baffles 501, hydraulic shock-absorbing mechanism 4 is installed to the below of base crossbeam 2.
As shown in fig. 2-3, in this embodiment, stirrups 3 are disposed in the building pillar 1 and the base beam 2, a house strut 401 is connected between the upper end of the hydraulic damping mechanism 4 and the base beam 2, the house strut 401 is movably connected with the base beam 2, a foundation strut 402 is connected between the lower end of the hydraulic damping mechanism 4 and the foundation, the foundation strut 402 is movably connected with the foundation, a mounting bin 404 is disposed in the hydraulic damping mechanism 4, buffer oil is filled in the mounting bin 404, a damping spring 403 is connected between the house strut 401 and the foundation strut 402 and between the house strut 401 and the mounting bin 404, and the damping spring 403 is fixedly connected with the house strut 401 and the foundation strut 402.
The working principle of the utility model is as follows: when the hydraulic shock absorbing mechanism is used, a certain number of hydraulic shock absorbing mechanisms 4 are placed in an array in a foundation pit of house construction, corresponding to the positions of building support posts 1 of a house, the whole house connecting bolts 502 on the hydraulic shock absorbing mechanisms 4 and the building support posts 1 of the house are fixed, after the building support posts 1 and the base cross beams 2 are installed, the hydraulic shock absorbing mechanisms 4 are integrally arranged below the base cross beams 2, the house support rods 401 at the upper ends of the hydraulic shock absorbing mechanisms 4 are arranged below the base cross beams 2, foundation support rods 402 at the lower ends of the hydraulic shock absorbing mechanisms 4 are connected with foundation positions, when an earthquake occurs, a certain offset is carried out when the earthquake occurs due to the action of the buffer gaskets 504 arranged on the inner side of the house support rods 401 and the metal gaskets 505, the energy of the vibration of the transverse vibration is consumed, meanwhile, the hydraulic shock absorbing mechanisms 4 arranged below the base cross beams 2 can enable the house support rods 401 to squeeze and consume the energy of the vibration to the inside of the hydraulic shock absorbing springs 403 when the house is swaying, and meanwhile when the vibration gaskets 504 generated vertically shake, the whole shock absorbing mechanisms can be matched with the whole house support rods 401 to squeeze and deform the whole house, and accordingly the vibration absorbing mechanism can be deformed in a certain mode.
It is noted that relational terms such as first and second, and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions, and further, that the terms "comprise," "include," or any other variation thereof, are intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements, but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides an earthquake-resistant structure for building, includes building pillar (1) and base crossbeam (2), its characterized in that, the below of building pillar (1) is provided with shock insulation base (5), shock attenuation baffle (501) are all installed at shock insulation base (5) upper and lower both ends, two array is provided with buffer gasket (504) between shock attenuation baffle (501), the interval department of buffer gasket (504) is provided with metal gasket (505), the upper end of shock insulation base (5) with be connected with house connecting bolt (502) between building pillar (1), two base connecting pin (503) are all installed to the inside of shock attenuation baffle (501), hydraulic shock-absorbing mechanism (4) are installed to the below of base crossbeam (2).
2. The earthquake-resistant structure for buildings according to claim 1, wherein a house strut (401) is connected between the upper end of the hydraulic damping mechanism (4) and the base beam (2), and a foundation strut (402) is connected between the lower end of the hydraulic damping mechanism (4) and a foundation.
3. The earthquake-resistant structure for buildings according to claim 2, wherein a mounting cabin (404) is formed in the hydraulic damping mechanism (4), and a damping spring (403) is connected between the house strut (401) and the foundation strut (402) and positioned in the mounting cabin (404).
4. The earthquake-resistant structure for buildings according to claim 1, wherein the outer sides of the buffer gasket (504) and the metal gasket (505) are respectively sleeved with a protective rubber layer.
5. Earthquake-resistant structure for buildings according to claim 1, characterized in that the building column (1) and the base cross beam (2) are provided with stirrups (3) inside.
6. Earthquake-resistant structure for buildings according to claim 2, characterized in that said house struts (401) are movably connected to said base beams (2), and said foundation struts (402) are movably connected to said foundation.
7. A building earthquake-resistant structure according to claim 3, characterized in that the inside of the installation cabin (404) is filled with buffer oil, and the damping springs (403) are fixedly connected with the house struts (401) and the foundation struts (402).
8. The earthquake-resistant structure for buildings according to claim 1, wherein the building support (1) and the base cross beam (2) are fixedly connected, and the earthquake-resistant base (5) is fixedly connected with the building support (1) through the house connecting bolt (502).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320639276.9U CN219411354U (en) | 2023-03-28 | 2023-03-28 | Earthquake-resistant structure for building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320639276.9U CN219411354U (en) | 2023-03-28 | 2023-03-28 | Earthquake-resistant structure for building |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219411354U true CN219411354U (en) | 2023-07-25 |
Family
ID=87210282
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202320639276.9U Active CN219411354U (en) | 2023-03-28 | 2023-03-28 | Earthquake-resistant structure for building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219411354U (en) |
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2023
- 2023-03-28 CN CN202320639276.9U patent/CN219411354U/en active Active
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