CN204590738U - A kind of flood control earthquake-resistant building structure - Google Patents
A kind of flood control earthquake-resistant building structure Download PDFInfo
- Publication number
- CN204590738U CN204590738U CN201520020411.7U CN201520020411U CN204590738U CN 204590738 U CN204590738 U CN 204590738U CN 201520020411 U CN201520020411 U CN 201520020411U CN 204590738 U CN204590738 U CN 204590738U
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Abstract
The utility model discloses a kind of flood control earthquake-resistant building structure, comprise building, described building is positioned in three part of the foundation foundation structures; Described three part of the foundation foundation structures comprise safe protective case bottom, buffer intermediate layer and operation platform layer, described building is positioned on operation platform layer, described operation platform layer is embedded in buffer intermediate layer, operation platform layer is concordant with the upper surface of buffer intermediate layer, buffer intermediate layer is positioned at safe protective case bottom, is provided with and is fixedly connected with elasticity hawser between described operation platform layer with safe protective case bottom.The utility model structure is simple, is easy to construction, between building and foundation structure, arranges buffer intermediate layer, and when there is earthquake, the active force that seismic wave produces can not be transferred in operation platform layer by safe protective case bottom; When there is flood, a large amount of rainwater enters in buffer intermediate layer, and by the elongation of hawser while increasing buoyancy, the height of support of buildings raises, and effectively serves the effect of flood control.
Description
Technical field
The utility model relates to building structure, is specifically related to earthquake-resistant building structure of controlling flood.
Background technology
The infringement that earthquake and flood cause is often comparatively large, and the reconstruction after calamity and reparation need fund and the labour of at substantial; And the prior art of flood control and disaster reduction mainly improves depth of building and builds flood control dam, and the method improving depth of building is unsatisfactory, only for for small-sized building structure, the financial cost of building and safeguarding of dykes and dams is high, take large-area soil, and be easy to when earthquake occurs breach a dyke or cave in; In heavy construction structure, usually adopt base isolation or vibration damping vibrating isolation system, to alleviate seismic damage, and usually do not adopt the isolation structure that cost is high in middle-size and small-size building structure, be therefore vulnerable to destroy in earthquake.
Utility model content
For the problems referred to above, it is relatively low that problem to be solved in the utility model is to provide a kind of cost, not only can control flood but also can the building structure of antidetonation.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is, a kind of flood control earthquake-resistant building structure, and comprise building, described building is positioned in three part of the foundation foundation structures; Described three part of the foundation foundation structures comprise safe protective case bottom, buffer intermediate layer and operation platform layer, described building is positioned on operation platform layer, described operation platform layer is embedded in buffer intermediate layer, operation platform layer is concordant with the upper surface of buffer intermediate layer, buffer intermediate layer is positioned at safe protective case bottom, and the bottom surface of buffer intermediate layer is connected with the end face of safe protective case bottom; Above the bottom being positioned at buffer intermediate layer bottom described operation platform layer; Described safe protective case bottom cross section is the rectangle of ︺ shape or upper end open, forms surrounding sidewall, is provided with the interval of constructability podium level movement on safe protective case bottom between the inner surface of described sidewall and the side of operation platform layer; Be provided with between described operation platform layer with safe protective case bottom and be fixedly connected with elasticity hawser.
As preferably, described buffer intermediate layer is liquid, gas or solid buoyancy layer, and the buoyancy of formation is more than or equal to the weight of building and operation platform.
As preferably, when buffer intermediate layer is liquid buoyancy layer, usually selects water to fill buffer intermediate layer, can additive be increased, use as increase buoyancy; Simultaneous buffering intermediate layer also can be used for storing water for fire extinguishing, drinking water or buck etc.
As preferably, when buffer intermediate layer is solid buoyancy layer, closed-cell foam material is often selected to fill buffer intermediate layer.
As preferably, can arrange rotational structure in described operation platform layer, building can be rotated within the specific limits, building can rotate with sunshine direction, has practicality, views and admires and energy-efficient performance.
The utility model beneficial effect, the utility model structure is simple, be easy to construction, between building and foundation structure, buffer intermediate layer is set, when there is earthquake, the active force that seismic wave produces can not be transferred in operation platform layer by safe protective case bottom, and buffer intermediate layer reduces the active force that seismic wave produces greatly, and operation platform layer is removable in buffer intermediate layer; When there is flood, a large amount of rainwater enters in buffer intermediate layer, increases the buoyancy of three part of the foundation foundation structures, cable elongates, and the height of support of buildings raises, and effectively serves the effect of flood control; The utility model structure is not limited only to, for small and medium construction thing structure, also can be used in building structure.
Accompanying drawing explanation
Fig. 1 is the utility model structural section schematic diagram
Wherein, building 18, three part of the foundation foundation structure 10, safe protective case bottom 12, liquid intermediate layer 14, operation platform layer 16, inner surface 28, sidewall 30
Fig. 2 is the utility model structure top view
Wherein, building 18, safe protective case bottom 12, liquid intermediate layer 14, operation platform layer 16, sensing 42, central point 44
Detailed description of the invention
By reference to the accompanying drawings, the utility model structure is described further.
A kind of flood control earthquake-resistant building structure, comprise building 18, three part of the foundation foundation structure 10, described building 18 is positioned in three part of the foundation foundation structures 10; Described three part of the foundation foundation structures 10 comprise safe protective case bottom 12, liquid intermediate layer 14 and operation platform layer 16, described building 18 is positioned on operation platform layer 16, described operation platform layer 16 is embedded in liquid intermediate layer 14, operation platform layer 16 is concordant with the upper surface in liquid intermediate layer 14, liquid intermediate layer 14 is positioned at safe protective case bottom 12, and the bottom surface in liquid intermediate layer 14 is connected with the end face of safe protective case bottom 12; Space is provided with bottom described operation platform layer 16 and between the bottom in liquid intermediate layer 14; Described safe protective case bottom 12 cross section is the rectangle of upper end open, and form surrounding sidewall 30, be provided with interval between the inner surface 28 of described sidewall 30 and the side of operation platform layer 16, constructability podium level 16 moves on safe protective case bottom 12; Be provided with between described operation platform layer 16 with safe protective case bottom 12 and be fixedly connected with hawser, described hawser is elasticity hawser, and when there is not earthquake or big flood, described hawser is in nature extended length.
Further, the buoyancy that described liquid intermediate layer 14 is formed is more than or equal to the weight of building 18 and operation platform 16.
Further, arrange rotational structure in described operation platform layer 16, building 18 centrally can be put 44 and rotate along pointing to 42 directions.
Claims (2)
1. a flood control earthquake-resistant building structure, comprises building, it is characterized in that: described building is positioned in three part of the foundation foundation structures; Described three part of the foundation foundation structures comprise safe protective case bottom, buffer intermediate layer and operation platform layer, described building is positioned on operation platform layer, described operation platform layer is embedded in buffer intermediate layer, operation platform layer is concordant with the upper surface of buffer intermediate layer, buffer intermediate layer is positioned at safe protective case bottom, and the bottom surface of buffer intermediate layer is connected with the end face of safe protective case bottom; Above the bottom being positioned at buffer intermediate layer bottom described operation platform layer; Described safe protective case bottom cross section is the rectangle of ︺ shape or upper end open, forms surrounding sidewall, is provided with the interval of constructability podium level movement on safe protective case bottom between the inner surface of described sidewall and the side of operation platform layer; Be provided with between described operation platform layer with safe protective case bottom and be fixedly connected with elasticity hawser.
2. one flood control earthquake-resistant building structure according to claim 1, it is characterized in that: described buffer intermediate layer is liquid buoyancy layer, buoyant gas layer or solid buoyancy layer, its buoyancy formed is more than or equal to the weight of building and operation platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520020411.7U CN204590738U (en) | 2015-01-13 | 2015-01-13 | A kind of flood control earthquake-resistant building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520020411.7U CN204590738U (en) | 2015-01-13 | 2015-01-13 | A kind of flood control earthquake-resistant building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590738U true CN204590738U (en) | 2015-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520020411.7U Expired - Fee Related CN204590738U (en) | 2015-01-13 | 2015-01-13 | A kind of flood control earthquake-resistant building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204590738U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105557387A (en) * | 2015-11-30 | 2016-05-11 | 中国农业大学 | Greenhouse flood-resistant structure |
| CN106193086A (en) * | 2016-08-31 | 2016-12-07 | 佛山科学技术学院 | A kind of novel earthquake-resistant building and method of construction thereof |
-
2015
- 2015-01-13 CN CN201520020411.7U patent/CN204590738U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105557387A (en) * | 2015-11-30 | 2016-05-11 | 中国农业大学 | Greenhouse flood-resistant structure |
| CN106193086A (en) * | 2016-08-31 | 2016-12-07 | 佛山科学技术学院 | A kind of novel earthquake-resistant building and method of construction thereof |
| CN106193086B (en) * | 2016-08-31 | 2018-10-12 | 佛山科学技术学院 | A kind of method of construction of earthquake-resistant structure |
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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 |
Granted publication date: 20150826 Termination date: 20160113 |