CN213597057U - Damping device for building structure - Google Patents

Damping device for building structure Download PDF

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Publication number
CN213597057U
CN213597057U CN202022037066.1U CN202022037066U CN213597057U CN 213597057 U CN213597057 U CN 213597057U CN 202022037066 U CN202022037066 U CN 202022037066U CN 213597057 U CN213597057 U CN 213597057U
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foundation
column
foundation column
ground pillar
fixed
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CN202022037066.1U
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Chinese (zh)
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郭静静
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Liu Xixing
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Abstract

The utility model discloses a damping device for building structure, a plurality of damping components are arranged in a foundation pit, a first foundation column is fixed on the bottom surface inside the foundation pit, the first foundation column is connected with a second foundation column through a spring component, the second foundation column is connected with a third foundation column through a movable component, and the second foundation column is fixedly connected with the third foundation column through a fixed column, the device mainly comprises the first foundation column, the second foundation column and the third foundation column, the first foundation column is connected with the second foundation column through a spring, the amplitude and the frequency of shaking in the horizontal direction can be reduced, a movable component is arranged between the second foundation column and the third foundation column, the amplitude and the frequency of shaking in the horizontal direction are reduced again through the movable component when the second foundation column and the third foundation column shake, so that the frequency and the amplitude of shaking of a building per se are greatly reduced, the additional injury to the inhabitants caused by building shaking is reduced.

Description

Damping device for building structure
Technical Field
The utility model relates to a damping device technical field specifically is a damping device for building structure.
Background
Earthquake is also a natural phenomenon that earthquake waves are generated during vibration caused by the process that the earth crust releases energy rapidly. When earthquake or construction around a building (such as blasting, excavation, adjacent building collapse and the like) causes vibration, the building can generate violent shaking phenomenon, the structure of the building of the house can be seriously damaged, so that the house can crack, incline or collapse, and people living in the house can be harmed to lives and properties, so people are aware of the need of improving the earthquake resistance of the building.
The existing method for improving the earthquake disaster damage resistance of the building basically improves the strength and rigidity of the building structure to resist the damage of the earthquake to the building structure, for example, the diameter of steel bars in the building is increased, a fixing net is additionally arranged on a wall body, and the like.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a damping device for building structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a damping device for building structure, includes the foundation ditch, be equipped with a plurality of damper in the foundation ditch, damper is inside by supreme first ground pillar, second ground pillar and the third ground pillar of being equipped with in proper order down, first ground pillar is fixed on the inside bottom surface of foundation ditch, first ground pillar passes through spring unit and connects in second ground pillar, second ground pillar passes through movable assembly and connects in third ground pillar, just still through fixed column fixed connection between second ground pillar and the third ground pillar.
Further, spring unit includes spring, upper junction plate, goes up card post, lower connecting plate and lower card post, the both ends of spring are fixed between upper junction plate and lower connecting plate, the upper junction plate is through last card post fixed mounting inside the second foundation post, the connecting plate is through lower card post fixed mounting inside first foundation post down.
Further, the movable assembly comprises an upper transverse plate, a lower transverse plate, a connecting seat, an upper sliding way and a lower sliding way, the connecting seat is fixed between the upper transverse plate and the lower transverse plate, the upper sliding way and the lower sliding way are both provided with two upper sliding way symmetries, the two upper sliding way symmetries are fixed on the inner wall of the third foundation column, the two lower sliding way symmetries are fixed on the inner wall of the second foundation column, the upper transverse plate is installed inside the upper sliding way and can slide in the upper sliding way, and the lower transverse plate is installed inside the lower sliding way and can slide in the lower sliding.
Further, the surface height of the third foundation column is the same as the depth of the foundation pit.
Compared with the prior art, the beneficial effects of the utility model are that:
the device mainly comprises a first foundation pillar, a second foundation pillar and a third foundation pillar, wherein the first foundation pillar is connected with the second foundation pillar through a spring, the amplitude and the frequency of left-right shaking in the horizontal direction can be reduced, a movable assembly is installed between the second foundation pillar and the third foundation pillar, the amplitude and the frequency of left-right shaking in the horizontal direction are reduced again through the movable assembly when the second foundation pillar and the third foundation pillar shake, the frequency and the amplitude of shaking of the building are greatly reduced, and the additional injury brought to a resident caused by shaking of the building is reduced.
Drawings
FIG. 1 is a schematic view of the internal structure of the shock absorbing assembly of the present invention;
fig. 2 is a schematic view of the overall structure of the present invention.
In the reference symbols: 1. a foundation pit; 2. a shock absorbing assembly; 3. a first foundation pillar; 4. a second foundation pillar; 5. A third foundation pillar; 6. a spring assembly; 7. a movable component; 8. fixing a column; 9. a spring; 10. an upper connecting plate; 11. mounting a clamping column; 12. a lower connecting plate; 13. a lower clamping column; 14. an upper transverse plate; 15. a lower transverse plate; 16. a connecting seat; 17. an upper slideway; 18. a lower chute.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. In which like parts are designated by like reference numerals. It should be noted that as used in the following description, the terms "front," "back," "left," "right," "upper," and "lower" refer to directions in the drawings, and the terms "bottom" and "top," "inner," and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
Referring to fig. 1-2, the present invention provides a technical solution: the utility model provides a damping device for building structure, including foundation ditch 1, be equipped with a plurality of damper 2 in the foundation ditch 1, damper 2 is inside by being equipped with first foundation column 3 down supreme in proper order, second foundation column 4 and third foundation column 5, first foundation column 3 is fixed on 1 inside bottom surface of foundation ditch, first foundation column 3 passes through spring unit 6 and connects in second foundation column 4, second foundation column 4 passes through movable assembly 7 and connects in third foundation column 5, and still through fixed column 8 fixed connection between second foundation column 4 and the third foundation column 5.
Spring unit 6 includes spring 9, upper junction plate 10, goes up calorie of post 11, lower connecting plate 12 and lower calorie of post 13, and the both ends of spring 9 are fixed between upper junction plate 10 and lower connecting plate 12, and upper junction plate 10 is inside second foundation column 4 through last calorie of post 11 fixed mounting, and lower connecting plate 12 is inside first foundation column 3 through lower calorie of post 13 fixed mounting.
The movable assembly 7 comprises an upper transverse plate 14, a lower transverse plate 15, a connecting seat 16, an upper slideway 17 and a lower slideway 18, the connecting seat 16 is fixed between the upper transverse plate 14 and the lower transverse plate 15, the upper slideway 17 and the lower slideway 18 are both provided with two, the two upper slideways 17 are symmetrically fixed on the inner wall of the third foundation column 5, the two lower slideways 18 are symmetrically fixed on the inner wall of the second foundation column 4, the upper transverse plate 14 is installed inside the upper slideway 17 and can slide in the upper slideway 17, and the lower transverse plate 15 is installed inside the lower slideway 18 and can slide in the lower slideway 18.
The surface height of the third foundation column 5 is the same as the depth of the foundation pit 1, so that the construction on the surface of the third foundation column 5 is convenient.
The working principle is as follows: when the earthquake takes place, be connected through spring 9 between first foundation pillar 3 and the second foundation pillar 4, can reduce the amplitude and the frequency of rocking about on the horizontal direction, install movable assembly 7 between second foundation pillar 4 and the third foundation pillar 5, second foundation pillar 4 and third foundation pillar 5 reduce the amplitude and the frequency of rocking about the horizontal direction once more through movable assembly 7 when rocking, make the frequency and the range of rocking of building itself all very reduce, reduced the building and rocked the additional injury that brings for the resident.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1. A damping device for a building structure, characterized by: including foundation ditch (1), be equipped with a plurality of damper (2) in foundation ditch (1), damper (2) are inside by supreme first ground pillar (3), second ground pillar (4) and third ground pillar (5) of being equipped with in proper order down, first ground pillar (3) are fixed on foundation ditch (1) inside bottom surface, first ground pillar (3) are connected in second ground pillar (4) through spring assembly (6), second ground pillar (4) are connected in third ground pillar (5) through movable assembly (7), just still through fixed column (8) fixed connection between second ground pillar (4) and third ground pillar (5).
2. A shock absorbing device for a building structure according to claim 1, wherein: spring unit (6) include spring (9), upper junction plate (10), go up calorie of post (11), lower connecting plate (12) and lower calorie of post (13), the both ends of spring (9) are fixed between upper junction plate (10) and lower connecting plate (12), upper junction plate (10) are inside second foundation column (4) through last calorie of post (11) fixed mounting, lower connecting plate (12) are inside first foundation column (3) through lower calorie of post (13) fixed mounting.
3. A shock absorbing device for a building structure according to claim 1, wherein: activity subassembly (7) are including last diaphragm (14), bottom plate (15), connecting seat (16), last slide (17) and glide slope (18), connecting seat (16) are fixed between last diaphragm (14) and bottom plate (15), go up slide (17) and glide slope (18) and all be equipped with two, and two go up slide (17) symmetry and fix on third ground pillar (5) inner wall, two glide slope (18) symmetries are fixed on second ground pillar (4) inner wall, it installs inside and can slide in last slide (17) to go up diaphragm (14), the installation of glide slope (15) is inside and can slide in glide slope (18) down.
4. A shock absorbing device for a building structure according to claim 1, wherein: the surface height of the third foundation column (5) is the same as the depth of the foundation pit (1).
CN202022037066.1U 2020-09-17 2020-09-17 Damping device for building structure Active CN213597057U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022037066.1U CN213597057U (en) 2020-09-17 2020-09-17 Damping device for building structure

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Application Number Priority Date Filing Date Title
CN202022037066.1U CN213597057U (en) 2020-09-17 2020-09-17 Damping device for building structure

Publications (1)

Publication Number Publication Date
CN213597057U true CN213597057U (en) 2021-07-02

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CN202022037066.1U Active CN213597057U (en) 2020-09-17 2020-09-17 Damping device for building structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114525850A (en) * 2022-03-15 2022-05-24 山东铁信建设集团有限公司 Base skeleton for shock-proof type assembly type structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114525850A (en) * 2022-03-15 2022-05-24 山东铁信建设集团有限公司 Base skeleton for shock-proof type assembly type structure
CN114525850B (en) * 2022-03-15 2024-02-27 山东铁信建设集团有限公司 Base skeleton for shock-absorbing type assembled building

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Wang Jiayuan

Inventor after: Liu Xixing

Inventor after: Guan Jianfeng

Inventor after: Guo Jingjing

Inventor before: Guo Jingjing

CB03 Change of inventor or designer information
TR01 Transfer of patent right

Effective date of registration: 20230804

Address after: 161005 Anxin Jiayuan 25 # and 26 # commercial service buildings, Longsha District, Qiqihar City, Heilongjiang Province

Patentee after: Liu Xixing

Address before: 261000 No.136 huaibu village, Yuhe street, Weicheng District, Weifang City, Shandong Province

Patentee before: Guo Jingjing

TR01 Transfer of patent right