CN202755384U - Seismic reduction type building house - Google Patents
Seismic reduction type building house Download PDFInfo
- Publication number
- CN202755384U CN202755384U CN 201220343198 CN201220343198U CN202755384U CN 202755384 U CN202755384 U CN 202755384U CN 201220343198 CN201220343198 CN 201220343198 CN 201220343198 U CN201220343198 U CN 201220343198U CN 202755384 U CN202755384 U CN 202755384U
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- CN
- China
- Prior art keywords
- building
- reduction type
- base plate
- isolation layer
- ground
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- 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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Abstract
The utility model discloses a seismic reduction type building house which comprises foundation (5) and a building (1) which is constructed on the foundation (5). The seismic reduction type building house is characterized in that a building base plate (2) and an isolation layer (4) are arranged between the building (1) and the foundation (5), wherein the isolation layer (4) is arranged below the building base plate (2), springs (3) are arranged in the isolation layer (4), wherein the springs (3) are used for connecting the foundation (5) and the building base plate (2), and the building base plate (2) is fixedly connected with the building (1). The seismic reduction type building house improves a structure of the traditional seismic reduction type building house. Due to the fact that the isolation layer and springs are arranged between the building and the building base plate, shake caused by strong seismic waves can be isolated and filtered by the isolation layer and springs can bear and fix the building because of good elasticity.
Description
Technical field
The utility model relates to a kind of building, is specially a kind of be used to alleviating the destructive damping type building that brings because of earthquake.
Background technology
At building field, traditional building is the strong bonded that ground and building are integrated shape, this building structure is applicable to the more stable area of the earth's crust, can allow solid the rising sheer from the ground of building, if but build crustal movement in than regional more frequently, then can swing because of the inertia that is subject to crustal motion, finally be collapsed by rolling or the waist folding.
Because, in order to alleviate the loss of the property that earthquake causes to people, people have proposed to be applicable to the fabric structure in the relatively more frequent area of crustal movement, that is exactly separated between building and the ground, such design also is varied, has plenty of the combination that designs steel ball or steel ball and spring between building and ground, and such design is to have played in theory cushioning effect, but cost compare is high, and construction gets up to have certain difficulty; Also have to relate to one deck separation layer between ground and building, recently realize the stable of building by the wide height between building and the separation layer, building is the effect of having played damping property like this, but the building fastness is poor.
Therefore, provide a kind of good damping effect, sound construction, and the cheap novel building formula building of construction cost have been urgent problems.
Summary of the invention
In order to overcome above-mentioned deficiency of the prior art, the utility model provides that a kind of to be applicable to crustal motion more frequent, and good damping effect, well-set novel damping formula building.
The purpose of this utility model is achieved in that
The damping type building comprises ground 5, and builds the building 1 on ground 5, it is characterized in that: between building 1 and ground 5, be provided with building substrate 2, and the separation layer 4 that is positioned at building substrate 2 belows.
Be provided with in the described separation layer 4 for connecting the spring 3 of ground 5 with building substrate 2;
Described building substrate 2 is fixedly connected with building 1.
Positive beneficial effect:The utility model improves in the structure of traditional building type building, by between building and building substrate, separation layer and spring being set, separation layer can be isolated the seismaesthesia that the strong seismic wave of filtration brings, and spring utilizes preferably characteristics of its elasticity, can play load-bearing and fixing effect to building.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Among the figure be: building 1, building substrate 2, spring 3, separation layer 4, ground 5.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described:
As shown in Figure 1, the damping type building comprises ground 5, and builds the building 1 on ground 5, it is characterized in that: between building 1 and ground 5, be provided with building substrate 2, and the separation layer 4 that is positioned at building substrate 2 belows.
Be provided with in the described separation layer 4 for connecting the spring 3 of ground 5 with building substrate 2;
Described building substrate 2 is fixedly connected with building 1, and building substrate 2 adopts preferably polythene material of the hard and insulating properties of materials.
The utility model improves in the structure of traditional damping type building, by between building and building substrate, separation layer and spring being set, separation layer can be isolated the seismaesthesia that the strong seismic wave of filtration brings, and spring utilizes preferably characteristics of its elasticity, can play load-bearing and fixing effect to building.
Above embodiment only is used for illustrating preferred embodiment of the present utility model; but the utility model is not limited to above-mentioned embodiment; in the ken that described field those of ordinary skill possesses; any modification of doing within spirit of the present utility model and the principle, be equal to and substitute and improvement etc., it all should be encompassed within the technical scheme scope that the utility model asks for protection.
Claims (3)
1. damping type building, comprise ground (5), and the building (1) of construction on ground (5), it is characterized in that: between building (1) and ground (5), be provided with building substrate (2), and the separation layer (4) that is positioned at building substrate (2) below.
2. damping type building according to claim 1 is characterized in that: be provided with in the described separation layer (4) for connecting the spring (3) of ground (5) with building substrate (2).
3. damping type building according to claim 1 and 2, it is characterized in that: described building substrate (2) is fixedly connected with building (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220343198 CN202755384U (en) | 2012-07-17 | 2012-07-17 | Seismic reduction type building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220343198 CN202755384U (en) | 2012-07-17 | 2012-07-17 | Seismic reduction type building house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755384U true CN202755384U (en) | 2013-02-27 |
Family
ID=47734573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220343198 Expired - Fee Related CN202755384U (en) | 2012-07-17 | 2012-07-17 | Seismic reduction type building house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755384U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887939A (en) * | 2016-06-21 | 2016-08-24 | 刘元雪 | Energy dissipation vibrator and standing wave area power protecting system and method |
-
2012
- 2012-07-17 CN CN 201220343198 patent/CN202755384U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887939A (en) * | 2016-06-21 | 2016-08-24 | 刘元雪 | Energy dissipation vibrator and standing wave area power protecting system and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20130227 Termination date: 20180717 |