CN201232385Y - Anti-earthquake building - Google Patents
Anti-earthquake building Download PDFInfo
- Publication number
- CN201232385Y CN201232385Y CNU2008200995645U CN200820099564U CN201232385Y CN 201232385 Y CN201232385 Y CN 201232385Y CN U2008200995645 U CNU2008200995645 U CN U2008200995645U CN 200820099564 U CN200820099564 U CN 200820099564U CN 201232385 Y CN201232385 Y CN 201232385Y
- Authority
- CN
- China
- Prior art keywords
- house
- earthquake
- spring
- ground
- house body
- 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
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Disclosed is an anti-seismic house, wherein, a house body (1) is in movable connection with a foundation (2) by a cushioning device composed of a plurality of elastic spheres (9) or springs (3), and the house has excellent cushioning effect to violent vibration caused by earthquake, can greatly reduce the damage to the house by earthquake, and is the anti-seismic house suitable for being used in earthquake-prone areas.
Description
One, affiliated technical field
The utility model belongs to a kind of house, particularly belongs to a kind of anti-vibration house of resisting earthquake.
Two, background technology
Existing house generally directly closely is connected with ground, and earthquake comes interim, and seismic energy is directly delivered on the house, thereby causes considerable damage.
200720063194.5 disclose the antidetonation room that a kind of flooring roofing is all used EPS gauze wire cloth filled board, this antidetonation room is made up of 1～3 layer of room body, the roofing of the body of wall of each layer room body, flooring floor, flooring dividing plate and top layer all with EPS gauze wire cloth filled board by assembly unit, be made of welded connection.Though good integrity has been compared with traditional tile-roofed house in this antidetonation room, and is in light weight, protection against the tide, the characteristics that soundproof effect is good have just been improved the anti-seismic performance of constructional materials, can not alleviate the impact of earthquake to the house body.
The purpose of this utility model is to improve the deficiencies in the prior art part, provides a kind of and is connected with land operations, can have the anti-vibration house of comfort cushioning effect to the impact of earthquake.
Three, summary of the invention
The technical solution of the utility model is as follows:
The utility model is made of house body and house foundation two large divisions, it is characterized in that: house body and house foundation flexibly connect by buffer.
The buffer of the utility model indication is made of some balls or spring.Ball or number of springs and size determine that by house peak load weight and the minimum deformation load weight of spring under the peak load situation, spring is in the critical strain state and is advisable with the house.Ball available metal or steel concrete are made, and require to have enough impact strengths.
House foundation of the present utility model is the part that directly contacts with the earth's crust, and available steel concrete cast forms, and requires to have enough shock strengths.
The house body part adopts the good general frame structure of anti-seismic performance, and base and post, beam is integrated poured forms.If the use ball can be paved with base, roll smoothly for guaranteeing ball, should stay appropriate intervals between ball.If use spring, base thickness should be 1.5 of the spring eye degree of depth---2 times.During cast house body base, whole balls or spring on the first mounting foundation, and on spring the mounting spring pore model, should be gapped between base and the ground, behind the casting complete, available brick is made no sign the simple shutoff in gap.Shutoff needn't be sacrifices consisting of an ox, a sheep and a pig solid, in order to avoid influence anti seismic efficiency.
If for wind resistance, can between house body base and ground, set up engaging lug and tension spring, the tension both ends of the spring is connected with engaging lug with screw thread, can strengthen the stability in house.But in the little area of wind-force and the house floor space then there is no need when enough big.
The beneficial effects of the utility model: because the buffer and the ground movable connection structure that have adopted some balls or spring to constitute, the strenuous vibration that earthquake is produced has good cushioning effect, can alleviate the destruction that earthquake causes the house greatly.
Four, description of drawings
Fig. 1 is first kind of embodiment schematic diagram; Fig. 2 is second kind of embodiment schematic diagram.
Each label declaration is as follows among the figure:
1, house body; 2, ground; 3, spring (resistance to compression); 4, nut; 5, spring (tension); 6, engaging lug; 7, gap; 8, house body base: 9, ball.
Five, the specific embodiment
First kind of embodiment:
See that Fig. 1 the manner is simple in structure; house body (1) flexibly connects with ground (2) by ball (9) and supports the house body, and during earthquake, ground (2) vibrations relatively move by ball and house body; can effectively alleviate direct impact, the house body is played a good protection the house.
Second kind of embodiment:
See that Fig. 2 the manner makes snubber with spring, house body (1) flexibly connects by pressure-proof spring (3) and ground (2), ground during earthquake (2) vibrations compression tension springs (3) are absorbed short long portion of energy of attack time, the impact of longitudinal wave can be alleviated effectively, also good cushioning effect can be played transverse vibration to the house body.
More than two kinds of embodiments all within protection domain of the present utility model.
Claims (2)
1, a kind of anti-vibration house is made of house body (1) and ground (2) two large divisions, it is characterized in that: house body (1) flexibly connects by buffer and ground (2).
2, anti-vibration house according to claim 1 is characterized in that: buffer is made of spring (3) or ball (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200995645U CN201232385Y (en) | 2008-07-28 | 2008-07-28 | Anti-earthquake building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200995645U CN201232385Y (en) | 2008-07-28 | 2008-07-28 | Anti-earthquake building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201232385Y true CN201232385Y (en) | 2009-05-06 |
Family
ID=40618760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200995645U Expired - Fee Related CN201232385Y (en) | 2008-07-28 | 2008-07-28 | Anti-earthquake building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201232385Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949228A (en) * | 2010-08-31 | 2011-01-19 | 溧阳市正翔精密机械有限公司 | Quakeproof building |
| CN104234490A (en) * | 2013-06-21 | 2014-12-24 | 武汉蜀泰科技有限公司 | Tumbler type earthquake-proof house |
-
2008
- 2008-07-28 CN CNU2008200995645U patent/CN201232385Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949228A (en) * | 2010-08-31 | 2011-01-19 | 溧阳市正翔精密机械有限公司 | Quakeproof building |
| CN104234490A (en) * | 2013-06-21 | 2014-12-24 | 武汉蜀泰科技有限公司 | Tumbler type earthquake-proof house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101748686B (en) | Non-linear damping radiation vibration absorption and isolation support | |
| CN205677331U (en) | A kind of energy-dissipating and shock-absorbing semi-girder rise of a truss Rotating fields | |
| CN201078035Y (en) | Adjustable metal composite type low yield point antivibrator | |
| CN108360710B (en) | Assembled damping wall body of building structure | |
| CN204919583U (en) | Cushion cap formula shock insulation pile foundation | |
| CN112696076B (en) | SMA is from restoring to throne isolation bearing | |
| CN207110102U (en) | A kind of circular section reducing low-yield rod iron dissipative cell | |
| CN103498515A (en) | Mild steel damper for included angle position or column foot position of beam column node | |
| CN114215192A (en) | Anti-pulling self-resetting composite shock insulation support | |
| CN216664496U (en) | Anti-pulling self-resetting composite shock insulation support | |
| CN206090948U (en) | Novel compound shear wall with easily change assembled mild steel damper | |
| CN201232385Y (en) | Anti-earthquake building | |
| CN209429180U (en) | A kind of building site capital construction sets earthquake isolating equipment | |
| CN202830902U (en) | Ocean platform damping system | |
| CN101619599A (en) | Oval face steel ball building earthquake-resistant structure | |
| CN213418131U (en) | Building earthquake-resistant structure | |
| CN202047352U (en) | Shock-absorbing elastic-plastic damper for bridge | |
| CN202370097U (en) | Anti-buckling supporting rubber pad shock insulation support | |
| CN218521991U (en) | Variable-rigidity self-resetting shock insulation support | |
| CN210263128U (en) | A antidetonation dissipation structure and gravity type retaining wall for among gravity type retaining wall | |
| CN202530596U (en) | Quakeproof house | |
| CN103572853A (en) | Ocean platform damping system | |
| CN212641244U (en) | Be used for reinforced (rfd) antidetonation device of old bridge | |
| CN211143322U (en) | High-rise building anti-seismic support | |
| CN112031197B (en) | Novel damping energy dissipater device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090506 |