CN201217964Y - Shock-resistant construction - Google Patents
Shock-resistant construction Download PDFInfo
- Publication number
- CN201217964Y CN201217964Y CNU2008201283402U CN200820128340U CN201217964Y CN 201217964 Y CN201217964 Y CN 201217964Y CN U2008201283402 U CNU2008201283402 U CN U2008201283402U CN 200820128340 U CN200820128340 U CN 200820128340U CN 201217964 Y CN201217964 Y CN 201217964Y
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- CN
- China
- Prior art keywords
- building
- earthquake
- underground structure
- foundation ditch
- ditch 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
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- Foundations (AREA)
Abstract
The utility model discloses an earthquake-proof building which solves the problems that an earthquake-proof structure in the prior art has poor effect, and the like. The earthquake-proof building comprises a building body which at least comprises an underground structure; the underground structure bears loads transferred from an upper structure and is arranged in a building foundation pit, and an elastic buffer layer is arranged between the underground structure and the building foundation pit. After the structure is adopted, when an earthquake occurs, the elastic buffer layer takes the buffer effect on earthquake waves, and through an internal structure of the buffer layer, the ground and the underground structure of the building can generate relative displacement in the vertical direction, the horizontal direction and the perpendicular direction to weaken the intensity of the earthquake so as to greatly decrease possibilities of damaging the building due to the earthquake and accordingly take the earthquake-proof effect.
Description
Technical field
The utility model relates to a kind of building, particularly building to withstand earthquake.
Background technology
Existing building is made up of the underground structure that the superstructure that is positioned at overground part and being used to is born the load that superstructure transmits usually, and wherein underground structure is positioned at underground, is arranged on usually in the building foundation ditch body.
The building of this structure is after construction finishes, and building underground structure and below ground partly form an integral body, thereby the superstructure of building is stood erect on ground.Though this structure is simple, cost is low, and its shock resistance is relatively poor, when earthquake takes place, is subjected to the influence of seismic wave, can cause building collapsing and damage, thereby brings bigger influence for people's life, work.
The utility model content
In order to overcome above-mentioned defective, the purpose of this utility model is to provide a kind of damping anti-outstanding effect building to withstand earthquake.
In order to achieve the above object, building to withstand earthquake of the present utility model comprises structure trunk, and it comprises the underground structure that bears the load that superstructure transmits at least, and described underground structure is positioned at building foundation ditch body; Between described underground structure and building foundation ditch body, be provided with elastic cord breaker.
Particularly, described elastic cord breaker is the many springs that are installed between showing on underground structure soffit and the building foundation ditch body.
Particularly, described elastic cord breaker is the many springs that are installed between underground structure side and the building foundation ditch body side surface.
Wherein, described building foundation ditch body inner surface is that steel work or steel plate are made.
Adopt above-mentioned structure, when earthquake takes place, elastic cord breaker has cushioning effect to seismic wave, make the underground structure of ground and building produce relative displacement by the cushion coat internal construction in vertical direction and level and vertical direction, earthquake intensity is weakened, thereby reduce building widely because earthquake produces the possibility of damaging, thereby play antihunt action.
Description of drawings
Fig. 1 is the structural representation of the utility model specific embodiment.
Fig. 2 is the structure schematic top plan view of another embodiment of the utility model.
The specific embodiment
Below in conjunction with drawings and Examples antidetonation underground structure of the present utility model is described in further detail.
Building to withstand earthquake of the present utility model comprises structure trunk, and it comprises the underground structure 1 that bears the load that superstructure transmits at least, and described underground structure 1 is positioned at building foundation ditch body 3; Between described underground structure and building foundation ditch body, be provided with elastic cord breaker 2.
Wherein, described elastic cord breaker 2 can be many spring and many springs that are installed between underground structure side and the building foundation ditch body side surface that are installed between showing on underground structure soffit and the building foundation ditch body.Described building foundation ditch body inner surface is that steel work or steel plate are made.
As Fig. 1, shown in Figure 2, underground structure 1 bottom and periphery are provided with the cushion coat of many springs 2 regularly arranged compositions, be illustrated as spring, can also adopt other elasticity things, as spring steel plate, high-intensity foamed plastics etc., underground structure 1 is taked to be rigidly connected with spring 2, spring 2 other ends are rigidly connected with the bottom surface and the side inner walls of building foundation ditch body 3 respectively, building foundation ditch body 3 is arranged on ground, be connected as a single entity with the earth, building foundation ditch body 3 is combined by steel plate, the pentahedron box-like shape that is the upper end uncovered, as shown in the figure, the thickness of steel plate and concrete shape and structure can be according to the underground structure or the designs of cushion coat needs of building structure and building, wherein, the parameter of spring 3 and rigidly connected concrete form are provided with as the case may be.
The antidetonation underground structure of said structure; when earthquake takes place; seismic wave is given shock transfer the building foundation ditch body 3 that is connected as a single entity with it by the earth's crust; and then be delivered to cushion coat (spring) 2; cushion coat 2 bottoms with ground in vertical direction and level and vertical direction vibrations; and cushion coat 2 tops and underground structure are rigidly connected because inertia will keep original relative static conditions; the cushion coat 2 that is arranged between building foundation ditch body 3 bottom surface inwalls and underground structure 1 bottom can make building relative ground, building produce the predetermined displacement amount at vertical direction; can make building relative ground, building produce the predetermined displacement amount and be arranged on the cushion coat 2 that is provided with between building foundation ditch body 3 side inner walls and underground structure 1 periphery, thereby allow the structure that relatively moves on building building and ground to realize the not impaired purpose in protection building building by elastic cord breaker in level and vertical direction.
The utility model is not limited to above-mentioned embodiment, no matter do any variation on its shape or structure, every to utilize the building to withstand earthquake of said structure all be a kind of distortion of the present utility model, all should think and drop within the utility model protection domain.
Claims (4)
1, a kind of building to withstand earthquake comprises structure trunk, and it comprises the underground structure that bears the load that superstructure transmits at least, and described underground structure is positioned at building foundation ditch body; It is characterized in that, between described underground structure and building foundation ditch body, be provided with elastic cord breaker.
2, building to withstand earthquake as claimed in claim 1 is characterized in that, described elastic cord breaker is many and is installed in the spring between the table on underground structure soffit and the building foundation ditch body.
3, building to withstand earthquake as claimed in claim 1 or 2 is characterized in that, described elastic cord breaker is the many springs that are installed between underground structure side and the building foundation ditch body side surface.
4, building to withstand earthquake as claimed in claim 3 is characterized in that, described building foundation ditch body inner surface is that steel work or steel plate are made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201283402U CN201217964Y (en) | 2008-07-10 | 2008-07-10 | Shock-resistant construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201283402U CN201217964Y (en) | 2008-07-10 | 2008-07-10 | Shock-resistant construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201217964Y true CN201217964Y (en) | 2009-04-08 |
Family
ID=40540799
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201283402U Expired - Fee Related CN201217964Y (en) | 2008-07-10 | 2008-07-10 | Shock-resistant construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201217964Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101538870B (en) * | 2009-04-15 | 2011-02-09 | 王衡 | Foundation treatment method of buildings which can eliminate earthquake disasters |
| CN104895380A (en) * | 2015-06-25 | 2015-09-09 | 甘肃省建设投资(控股)集团总公司 | Underground anti-seismic structure of subway station |
| CN105350674A (en) * | 2015-09-24 | 2016-02-24 | 扬州大学 | Plate-type three-dimensional vibration isolator device |
| CN108612337A (en) * | 2018-05-08 | 2018-10-02 | 太原理工大学 | Ancient building based on earthquake-resistant structure is reinforced and restorative procedure |
-
2008
- 2008-07-10 CN CNU2008201283402U patent/CN201217964Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101538870B (en) * | 2009-04-15 | 2011-02-09 | 王衡 | Foundation treatment method of buildings which can eliminate earthquake disasters |
| CN104895380A (en) * | 2015-06-25 | 2015-09-09 | 甘肃省建设投资(控股)集团总公司 | Underground anti-seismic structure of subway station |
| CN105350674A (en) * | 2015-09-24 | 2016-02-24 | 扬州大学 | Plate-type three-dimensional vibration isolator device |
| CN105350674B (en) * | 2015-09-24 | 2017-07-18 | 扬州大学 | Board-like three-dimensional isolation body device |
| CN108612337A (en) * | 2018-05-08 | 2018-10-02 | 太原理工大学 | Ancient building based on earthquake-resistant structure is reinforced and restorative procedure |
| CN108612337B (en) * | 2018-05-08 | 2020-03-24 | 太原理工大学 | Ancient building reinforcing and repairing method based on structural seismic resistance |
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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: 20090408 Termination date: 20100710 |