CN211597159U - Shock-proof and shock-absorbing structure - Google Patents

Shock-proof and shock-absorbing structure Download PDF

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Publication number
CN211597159U
CN211597159U CN201921238469.3U CN201921238469U CN211597159U CN 211597159 U CN211597159 U CN 211597159U CN 201921238469 U CN201921238469 U CN 201921238469U CN 211597159 U CN211597159 U CN 211597159U
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CN
China
Prior art keywords
ears
viscous damper
spring
cushion cap
bottom plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201921238469.3U
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Chinese (zh)
Inventor
吴敬鑫
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Fujian Xinbaolong Construction Development Co ltd
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Individual
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Priority to CN201921238469.3U priority Critical patent/CN211597159U/en
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Publication of CN211597159U publication Critical patent/CN211597159U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Vibration Prevention Devices (AREA)

Abstract

The utility model relates to an antidetonation shock-absorbing structure, including bottom plate, cushion cap, viscous damper, lower ears, go up ears, round pin axle, staving, spring, gag lever post, viscous damper is total four, upper and lower both ends respectively with weld the last ears and the lower ears articulated of bottom plate top and cushion cap bottom to use the round pin hub fixation, the staving welds the central point on bottom plate top and puts, and the staving is embedded to have the spring, and the gag lever post welding puts at the central point of cushion cap bottom. The utility model discloses a four viscous damper and perpendicular spring design concentrate the fulcrum on the cushion cap, the height and the area of fundamental building will the utility model discloses install in the foundation ditch, erect the building, when there is the earthquake to take place, the spring cooperatees with the viscous damper, and is effectual with shear wave and longitudinal wave dissipation and absorption.

Description

Shock-proof and shock-absorbing structure
Technical Field
The utility model relates to a building field especially relates to an antidetonation shock-absorbing structure.
Background
Earthquake is also called earthquake, earth vibration, vibration caused in the process of quickly releasing energy from earth crust, a natural phenomenon of earthquake waves can be generated in the earthquake, the earthquake waves generated in the earthquake are divided into transverse waves and longitudinal waves, great damage can be generated to buildings, the buildings can be cracked slightly, the buildings can be collapsed seriously, and great loss is caused to the safety of residents and the properties of the buildings.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation shock-absorbing structure to solve above-mentioned technical problem.
In order to realize the purpose, the utility model adopts the following technical scheme: the utility model provides an antidetonation shock-absorbing structure, bottom plate, cushion cap, viscous damper, lower ears, go up ears, round pin axle, staving, spring, gag lever post, the ears welding is at the four corners position on bottom plate top down, is 45 degrees angles towards the bottom plate center, the bottom four corners position welding of cushion cap has four to go up the ears, and is 45 degrees angles towards the central point of cushion cap equally and puts, the viscous damper is total four, in the ears under the round pin head embedding of the lower extreme of viscous damper to use the round pin axle to fix, and in the ears were gone up in the round pin head embedding of the upper end of viscous damper, and use the round pin hub fixation, the central point on the top of staving welding bottom has the spring, and the gag lever post welding is in the central point of cushion cap bottom to imbed in.
On the basis of the technical scheme, the bottom plate, the bearing platform, the lower double lugs, the upper double lugs, the pin shaft and the barrel body are all made of high-strength stainless steel materials.
On the basis of the technical scheme, the viscous damper and the spring can be synchronously compressed downwards.
On the basis of the technical scheme, the spring cannot incline outwards at a large angle under the limitation of the limiting rod.
Compared with the prior art, the utility model has the advantages of it is following: the utility model discloses a four viscous damper and perpendicular spring design concentrate the fulcrum on the cushion cap, the height and the area of fundamental building will the utility model discloses install in the foundation ditch, erect the building, when there is the earthquake to take place, the spring cooperatees with the viscous damper, and the effectual shear wave and the vertical wave of will dissipating and absorbing, and the utility model discloses simple structure, the cost is low, is fit for using widely.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a schematic view of the installation mode of the viscous damper of the present invention.
Fig. 3 is a schematic view of the installation position of the limiting rod of the present invention.
In the figure: the device comprises a bottom plate 1, a bearing platform 2, a viscous damper 3, a lower double lug 4, an upper double lug 5, a pin shaft 6, a barrel body 7, a spring 8 and a limiting rod 9.
Detailed Description
The invention is explained in further detail below with reference to the figures and the embodiments.
As shown in fig. 1 to 3, an anti-seismic shock absorption structure comprises a bottom plate 1, a bearing platform 2, a viscous damper 3, a lower double lug 4, an upper double lug 5, a pin shaft 6, a barrel body 7, a spring 8 and a limiting rod 9, the lower double lugs 4 are welded at the four corners of the top end of the bottom plate 1 and face the center of the bottom plate 1 at an angle of 45 degrees, the four corners of the bottom end of the bearing platform 2 are welded with the four upper double lugs 5, and also faces the center position of the bearing platform 2 at an angle of 45 degrees, the number of the viscous dampers 3 is four, the pin heads at the lower ends of the viscous dampers 3 are embedded into the lower double lugs 4 and are fixed by the pin shafts 6, and the pin head at the upper end of the viscous damper 3 is embedded into the upper double lugs 5 and fixed by the pin shaft 6, the barrel body 7 is welded at the central position of the top end of the bottom plate 1, the spring 8 is embedded in the barrel body 7, and the limiting rod 9 is welded at the central position of the bottom end of the bearing platform 2 and embedded into the spring 8.
On the basis of the technical scheme, the base plate 1, the bearing platform 2, the lower double lugs 4, the upper double lugs 5, the pin shaft 6 and the barrel body 7 are all made of high-strength stainless steel materials.
On the basis of the technical scheme, the viscous damper 3 and the spring 8 can be synchronously compressed downwards.
On the basis of the technical scheme, the spring 8 cannot incline outwards at a large angle under the limitation of the limiting rod 9.
The utility model discloses a four viscous damper and perpendicular spring design concentrate the fulcrum on the cushion cap, the height and the area of fundamental building will the utility model discloses install in the foundation ditch, erect the building, when there is the earthquake to take place, the spring cooperatees with the viscous damper, and the effectual shear wave and the vertical wave of will dissipating and absorbing, and the utility model discloses simple structure, the cost is low, is fit for using widely.
The foregoing is a preferred embodiment of the present invention, and for those skilled in the art to understand the teaching of the present invention, the changes, modifications, replacements and variations to the embodiments will still fall within the protection scope of the present invention without departing from the principle and spirit of the present invention.

Claims (3)

1. The utility model provides an antidetonation shock-absorbing structure, includes bottom plate (1), cushion cap (2), viscous damper (3), lower ears (4), goes up ears (5), round pin axle (6), staving (7), spring (8), gag lever post (9), its characterized in that: lower ears (4) welding is in the four corners position on bottom plate (1) top, is 45 degrees angles towards bottom plate (1) center, the bottom four corners position welding of cushion cap (2) has four ears (5) of going up, and is 45 degrees angles towards the central point of cushion cap (2) equally and puts, viscous damper (3) are total four, and in ears (4) under the round pin head embedding of the lower extreme of viscous damper (3) to use round pin axle (6) to fix, and in ears (5) were gone up in the round pin head embedding of the upper end of viscous damper (3), and use round pin axle (6) to fix, staving (7) welding is in the central point on the top of bottom plate (1) puts, and staving (7) are embedded to have spring (8), and gag lever post (9) welding is in the central point of cushion cap (2) bottom to imbed in spring (8).
2. An earthquake-resistant and shock-absorbing structure as set forth in claim 1, wherein: the base plate (1), the bearing platform (2), the lower double lugs (4), the upper double lugs (5), the pin shaft (6) and the barrel body (7) are all made of high-strength stainless steel materials.
3. An earthquake-resistant and shock-absorbing structure as set forth in claim 1, wherein: the viscous damper (3) and the spring (8) can be synchronously compressed downwards.
CN201921238469.3U 2019-08-02 2019-08-02 Shock-proof and shock-absorbing structure Expired - Fee Related CN211597159U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921238469.3U CN211597159U (en) 2019-08-02 2019-08-02 Shock-proof and shock-absorbing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921238469.3U CN211597159U (en) 2019-08-02 2019-08-02 Shock-proof and shock-absorbing structure

Publications (1)

Publication Number Publication Date
CN211597159U true CN211597159U (en) 2020-09-29

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921238469.3U Expired - Fee Related CN211597159U (en) 2019-08-02 2019-08-02 Shock-proof and shock-absorbing structure

Country Status (1)

Country Link
CN (1) CN211597159U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112453188A (en) * 2020-10-28 2021-03-09 安徽金百合建筑装饰工程有限公司 Forming and punching equipment and punching method for aluminum alloy doors and windows
CN112627618A (en) * 2020-12-16 2021-04-09 澧县红似火新型建材有限责任公司 Be applied to house steel construction endpoint support frame structure
CN112878524A (en) * 2021-01-20 2021-06-01 天津城建大学 Full frequency vibration reduction system
CN114482319A (en) * 2022-03-17 2022-05-13 郑州信息科技职业学院 Civil engineering antidetonation structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112453188A (en) * 2020-10-28 2021-03-09 安徽金百合建筑装饰工程有限公司 Forming and punching equipment and punching method for aluminum alloy doors and windows
CN112627618A (en) * 2020-12-16 2021-04-09 澧县红似火新型建材有限责任公司 Be applied to house steel construction endpoint support frame structure
CN112878524A (en) * 2021-01-20 2021-06-01 天津城建大学 Full frequency vibration reduction system
CN114482319A (en) * 2022-03-17 2022-05-13 郑州信息科技职业学院 Civil engineering antidetonation structure
CN114482319B (en) * 2022-03-17 2023-08-18 郑州信息科技职业学院 Civil engineering shock-resistant structure

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20210407

Address after: 362000 No. 701, 7th Floor, Huanglong Investment Building, No. 5 Yanling Road, Licheng District, Quanzhou City, Fujian Province

Patentee after: Fujian Xinbaolong Construction Development Co.,Ltd.

Address before: Room 301, unit 2, building 1, District 2, Hongxing Village, Longshan Road office, Shizhong District, Zaozhuang City, Shandong Province

Patentee before: Wu Jingxin

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200929

Termination date: 20210802