CN206309096U - Damping type building - Google Patents
Damping type building Download PDFInfo
- Publication number
- CN206309096U CN206309096U CN201621327413.1U CN201621327413U CN206309096U CN 206309096 U CN206309096 U CN 206309096U CN 201621327413 U CN201621327413 U CN 201621327413U CN 206309096 U CN206309096 U CN 206309096U
- Authority
- CN
- China
- Prior art keywords
- damping
- support
- sliding block
- house body
- house
- 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
Links
- 238000013016 damping Methods 0.000 title claims abstract description 31
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 12
- 230000035939 shock Effects 0.000 claims description 9
- 239000011449 brick Substances 0.000 claims description 7
- 229910052757 nitrogen Inorganic materials 0.000 claims description 6
- 238000010521 absorption reaction Methods 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 6
- 239000006096 absorbing agent Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000000703 anti-shock Effects 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model is related to a kind of building, and in particular to damping type building.Including house body, body lower section in house is provided with horizontal direction damping and vertical direction damping.The utility model is designed, and simple structure, with extremely strong anti seismic efficiency, has greatly lacked down destruction of the earthquake to house.
Description
Technical field
The utility model is related to a kind of building, and in particular to damping type building.
Background technology
Earthquake is a kind of multiple natural calamity.According to statistics, the earthquake for doing great damage every year on average in the world is about
18 times, there are 10000 people to die from earthquake per annual.China is one of multiple country of earthquake in the world, and destructiveness occurred
The city of earthquake accounts for more than the 10% of National urban sum, and huge damage is caused to the people's lives and property and national economy
Lose.Seismic vibrations can produce destructive destruction to industrial building, and not only personnel are caused serious injury, and also result in
Great economic loss.To prevent harm of the earthquake to building, traditional method is to use Aseismic Structure System, by structure
Bearing capacity ability makes structure from collapsing come the seismic energy that dissipates.But traditional anti-shock methods exist in actual applications
The uncertainty of many unfavorable factors, such as earthquake, economy repairs difficult, high cost.
Utility model content
Technical problem to be solved in the utility model is damping type building.
To achieve these goals, the technical scheme of the utility model offer is：
Damping type building, including house body, house body lower section are provided with horizontal direction damping and vertical
Direction damping.
Specifically, horizontal direction damping includes four sliding block a, four sliding block a are square to be arranged on house body
Bottom, sliding block a lower sections are provided with two symmetrical first supports, two sliding block a on the bottom level direction of house body
It is separately positioned in the chute in the first support, the first support has been respectively arranged below two sliding block b, and the first support lower section is set
There is second support vertical with the first support, the sliding block b below the first support is separately positioned in the chute of the second support, house
The bottom outside of body is provided with brick layer, and rubber layer is provided with brick layer inwall, and gas is provided between rubber layer and house body
Capsule, rubber layer lower section is provided with nitrogen cylinder and Shock inductor.
Specifically, vertical direction damping includes damping shock absorber, each second support has been respectively arranged below two
Symmetrical damping inductor.
The utility model is designed, and simple structure, with extremely strong anti seismic efficiency, has greatly lacked earthquake and house is broken down
It is bad.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is side view of the present utility model.
Fig. 3 is the upward view of the utility model house body and its substructure.
1 house body, 2 air bag, 3 rubber layer, 4 brick layer, 5 sliding block a 6 first is supported
The damping inductor 10 second of 7 nitrogen cylinder, 8 Shock inductor 9 supports 11 sliding block b.
Specific embodiment
As Fig. 1 shows, formula building, including house body 1 are shaken, the lower section of house body 1 is provided with horizontal direction damping machine
Structure and vertical direction damping.
Horizontal direction damping includes four sliding block a5, four square bottoms for being arranged on house body 1 of sliding block a5
Portion, sliding block a5 lower sections are provided with two the first symmetrical supports 6, two sliding block a5 on the bottom level direction of house body 1
It is separately positioned in the chute in the first support 6, the first support 6 has been respectively arranged below two sliding block b11, under the first support 6
Side is provided with second support 10 vertical with the first support 6, and the sliding block b11 of the lower section of the first support 6 is separately positioned on the second support
In 10 chute, the bottom outside of house body 1 is provided with brick layer 4, is provided with rubber layer 3 on the inwall of brick layer 4, rubber layer 3 with
Air bag 2 is provided between house body 1, the lower section of rubber layer 3 is provided with nitrogen cylinder 7 and Shock inductor 8.
Vertical direction damping includes damping shock absorber 9, and two second supports 10 have been respectively arranged below two symmetrically
Damping inductor 9.
When Shock inductor 8 should be when vibrations, nitrogen in nitrogen cylinder 7 is rapidly full of air bag 2, and air bag 2 is by house sheet
Body 1 is surrounded, 10 slips in the first support 6 and the second support of house body 1, and earthquake is buffered by air bag 2 to house sheet
The active force that body 1 brings, while the damping shock absorber 9 of the lower section of the second support 10 receives above-below direction and rocks to house body 1
Power carries out damping.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all at this
Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (2)
1. damping type building, it is characterised in that including house body (1), house body (1) lower section is provided with horizontal direction
Damping and vertical direction damping, horizontal direction damping include four sliding block a (5), and four sliding block a (5) are in square
Shape shape is arranged on the bottom of house body (1), and sliding block a (5) lower sections are provided with two the first symmetrical supports (6), house sheet
Two sliding block a (5) on body (1) bottom level direction are separately positioned in the chute in the first support (6), two first supports
(6) two sliding block b (11) have been respectively arranged below, the first support (6) lower section is provided with second vertical with the first support (6)
Support (10), the sliding block b (11) below the first support (6) is separately positioned in the chute of the second support (10), house body (1)
Bottom outside is provided with brick layer (4), rubber layer (3) is provided with brick layer (4) inwall, between rubber layer (3) and house body (1)
Air bag (2) is provided with, rubber layer (3) lower section is provided with nitrogen cylinder (7) and Shock inductor (8).
2. damping type building according to claim 1, it is characterised in that vertical direction damping includes damping shock absorption
Device (9), each second support (10) is respectively arranged below two symmetrical damping inductors (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621327413.1U CN206309096U (en) | 2016-12-06 | 2016-12-06 | Damping type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621327413.1U CN206309096U (en) | 2016-12-06 | 2016-12-06 | Damping type building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206309096U true CN206309096U (en) | 2017-07-07 |
Family
ID=59250575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621327413.1U Expired - Fee Related CN206309096U (en) | 2016-12-06 | 2016-12-06 | Damping type building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206309096U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724441A (en) * | 2017-11-08 | 2018-02-23 | 周晓飞 | One kind has damping type building |
| CN108005246A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | A kind of vibration prevention system in artificial tree room |
| CN108049688A (en) * | 2017-12-31 | 2018-05-18 | 佛山市南海区会斌金属贸易有限公司 | A kind of light house with function of seismic resistance |
-
2016
- 2016-12-06 CN CN201621327413.1U patent/CN206309096U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724441A (en) * | 2017-11-08 | 2018-02-23 | 周晓飞 | One kind has damping type building |
| CN108005246A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | A kind of vibration prevention system in artificial tree room |
| CN108005246B (en) * | 2017-11-25 | 2020-10-20 | 深圳市山月园园艺有限公司 | Anti-seismic system of simulation tree house |
| CN108049688A (en) * | 2017-12-31 | 2018-05-18 | 佛山市南海区会斌金属贸易有限公司 | A kind of light house with function of seismic resistance |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170707 Termination date: 20191206 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |