CN202324241U - Typhoon-proof high-rise building - Google Patents
Typhoon-proof high-rise building Download PDFInfo
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- CN202324241U CN202324241U CN2011205029224U CN201120502922U CN202324241U CN 202324241 U CN202324241 U CN 202324241U CN 2011205029224 U CN2011205029224 U CN 2011205029224U CN 201120502922 U CN201120502922 U CN 201120502922U CN 202324241 U CN202324241 U CN 202324241U
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- wind
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- eaves
- reinforcing bar
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Abstract
The utility model provides a typhoon-proof high-rise building comprising a building main body comprising concrete and steel bars, wherein the building main body is in a cylindrical shape and continuous spiral wind guide eaves are arranged on the outer periphery of the building main body from bottom to top; each spiral wind guide eave consists of the concrete and the steel bars; the outer periphery of the building main body is a smooth surface and the surfaces of the spiral wind guide eaves are provided with wind accepting structures, so that the resistance of the spiral wind guide eaves to wind flow is improved and a large amount of wind is consumed on the spiral wind guide eaves; and on the basis of saving building materials of the high-rise building as much as possible, the wind-resisting capability of the high-rise building can be improved by the improvement of the structure.
Description
Affiliated technical field
The present invention relates to a kind of building structure, especially relate to a kind of typhoon protection highrise building, comprise concrete and bar construction thereof.
Background technology
In recent years, frequent natural calamity takes place, and for building, especially the requirement of taking precautions against natural calamities of highrise building is also increasingly high, is mainly reflected in: aspects such as antidetonation, windproof, anti-thunderbolt; Wherein, for antidetonation, anti-thunderbolt, usually can be through strengthening steel work, setting up lightning rod and be achieved; And for capability of anti-wind, present major technique measure only is the intensity of stiffener and concrete itself, and normally adopting increases number of steel bars; Perhaps increase the scheme of concrete quality, yet so scheme will increase building costs largely; Therefore for the developer, its actual enforcement will receive very big restriction; In fact, for highrise building, its improvement in building structure can improve its wind loading rating, and in the exploitation of this kind wind resistance building structure, but not propose a kind of effective reasonable plan at present as yet under the prerequisite of economizing material.
Summary of the invention
In order to address the above problem, the object of the present invention is to provide a kind of typhoon protection highrise building, this highrise building can improve the wind loading rating of highrise building through its structural improvement on the basis of practicing thrift building materials as far as possible.
The technical solution adopted for the present invention to solve the technical problems is: this typhoon protection highrise building comprises the building body trunk that is made up of concrete and reinforcing bar; Said building body trunk is cylindrical shape, and its outer peripheral face is made continuous helical wind-guiding eaves from bottom to up; Said helical wind-guiding eaves is made up of concrete and reinforcing bar.
As preferably, the outer peripheral face of said building body trunk is a shiny surface, reduce as far as possible largely distinguished and admirable in the building resistance on body trunk surface.
As preferably, said helical wind-guiding eaves surface is provided with the wind-engaging structure, thereby improves the helical wind-guiding eaves to distinguished and admirable resistance, and a large amount of wind-force are consumed on the helical wind-guiding eaves.
As preferably, the wind-engaging structure of said helical wind-guiding eaves can be made up of following mode: said wind-engaging structure is made up of the horizontal bar that moves towards quadrature with helical wind-guiding eaves spiral;
As preferably, said wind-engaging structure also can be made up of following mode: said wind-engaging structure is made up of the convexity that is covered with said helical wind-guiding eaves positive and negative.
As preferably, the reinforcing bar in the said building body trunk is made up of the tubular steel bar framework, comprises the vertical reinforcing bar that surrounds tubular, and the ring-shaped stirrup that will said vertical reinforcing bar surrounds, and said vertical reinforcing bar and ring-shaped stirrup weld; So steel bar framework can be resisted longitudinal pulling force and circumferential torsion on the building trunk.
Beneficial effect of the present invention is: when distinguished and admirable when any direction laterally blows to building body trunk; Under the guiding of helical wind-guiding eaves; The distinguished and admirable of building body trunk one side will swash along the helical wind-guiding eaves, and the distinguished and admirable of opposite side will sink along the helical wind-guiding eaves, thereby transverse wind is converted into longitudinal force and circumferential torsion; This greatly reduces the moment of flexure that building body trunk is born, and helps efficiently resisting typhoon.
Description of drawings
Fig. 1 is the forward wind-engaging sketch map of an embodiment of this typhoon protection highrise building.
Fig. 2 is the side direction wind-engaging sketch map of Fig. 1 embodiment.
Fig. 3 is in this typhoon protection highrise building, and the position between two metal otter boards and the uniform magnetic field concerns sketch map.
Fig. 4 is an embodiment of this typhoon protection highrise building steel bar framework.
Fig. 5 is an embodiment sketch map of helical wind-guiding eaves in this typhoon protection highrise building.
Fig. 6 is another embodiment sketch map of helical wind-guiding eaves in this typhoon protection highrise building.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further specified:
In Fig. 1, embodiment shown in Figure 2, this typhoon protection highrise building comprises the building body trunk 1 that is made up of concrete and reinforcing bar; Said building body trunk 1 is cylindrical shape, and its outer peripheral face is made continuous helical wind-guiding eaves 2 from bottom to up; Said helical wind-guiding eaves 2 is made up of concrete and reinforcing bar; Said building body trunk 1 outer peripheral face offers infrastructure such as window (not shown); And the edge of each infrastructure is smooth structure; Make the outer peripheral face of whole building body trunk 1 keep shiny surface preferably; Reduce as far as possible largely distinguished and admirable in the building resistance on body trunk surface, can make distinguished and admirable swimmingly in the building body trunk 1 surface detour.
Distinguished and admirable in detouring process in order to make along building body trunk 1; More a part of wind power transformation is to the longitudinal thrust of helical wind-guiding eaves 2 and circumferential torsion; With of the side knock of less distinguished and admirable kinetic energy for building body 1 trunk; Said helical wind-guiding eaves 2 surfaces are provided with the wind-engaging structure, and a large amount of wind-force are consumed on the helical wind-guiding eaves 2.
To this; The wind-engaging structure of said helical wind-guiding eaves 2 can be by constituting like Fig. 5 or frame mode shown in Figure 6: in Fig. 5; Be shaped on the horizontal bar 201 that moves towards quadrature with helical wind-guiding eaves 2 spirals on the top and bottom of said helical wind-guiding eaves 2, distinguished and admirable during along helical wind-guiding eaves 2 walking, will flow along direction with horizontal bar 201 quadratures; Thereby more momentum loss on horizontal bar 201, and is made longitudinal force and circumferential torsion to building body trunk 1 through horizontal bar 201 with this part momentum transfer; In Fig. 6, the top and bottom of said helical wind-guiding eaves 2 then are shaped on hemispherical projections 202, and helical wind-guiding eaves 2 is through 202 pairs of distinguished and admirable formation resistances of said hemispherical projections.
Above-mentioned typhoon protection highrise building; Reinforcing bar in the said building body trunk 1 is made up of tubular steel bar framework as shown in Figure 4; Comprise the vertical reinforcing bar 31 that surrounds tubular, and the ring-shaped stirrup 32 that said vertical reinforcing bar 31 is surrounded, said vertical reinforcing bar 31 and ring-shaped stirrup 32 welding; So steel bar framework can be resisted longitudinal pulling force and circumferential torsion on the building trunk 1.
Above-mentioned typhoon protection highrise building; When distinguished and admirable 4 (crunode is represented distinguished and admirable blowing in the paper) blow just sidelong to the building body, as shown in Figure 1, under the guiding of helical wind-guiding eaves 2; Distinguished and admirable 42 of building body trunk 1 one sides will be swashed along helical wind-guiding eaves 2; Distinguished and admirable 41 of opposite side will sink along helical wind-guiding eaves 2, thereby transverse wind is converted into longitudinal force and circumferential torsion, and this greatly reduces the moment of flexure that building body trunk 1 is born; When distinguished and admirable 4 side direction were blown to the building body, as shown in Figure 2, wind direction was shown in dotted arrow, and the building stressing conditions is identical with Fig. 1, repeats no more here.
Above-mentioned typhoon protection highrise building, the main feature of its structural principle are, under the guiding function of helical wind-guiding eaves 2; Make distinguished and admirable run-off the straight; Thereby can make the horizontal momentum of big part be converted into vertical momentum and circumferential momentum to building, meaning as shown in Figure 3, dotted arrow signal momentum; This greatly reduces the moment of flexure that building body trunk 1 is born, and helps efficiently resisting typhoon.
The above is merely preferred embodiment of the present invention, and is in order to restriction the present invention, not all within spirit of the present invention and principle, any modification of being done, is equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (6)
1. a typhoon protection highrise building comprises the building body trunk (1) that is made up of concrete and reinforcing bar; Said building body trunk (1) is cylindrical shape, it is characterized in that: said building body trunk (1) outer peripheral face is made continuous helical wind-guiding eaves (2) from bottom to up; Said helical wind-guiding eaves (2) is made up of concrete and reinforcing bar.
2. typhoon protection highrise building according to claim 1 is characterized in that: the outer peripheral face of said building body trunk (1) is a shiny surface.
3. typhoon protection highrise building according to claim 1 and 2 is characterized in that: said helical wind-guiding eaves (2) surface is provided with the wind-engaging structure.
4. typhoon protection highrise building according to claim 3 is characterized in that: the wind-engaging structure of said helical wind-guiding eaves (2) is made up of the horizontal bar (201) that moves towards quadrature with helical wind-guiding eaves (2) spiral.
5. typhoon protection highrise building according to claim 3 is characterized in that: said wind-engaging structure is made up of the convexity (202) that is covered with said helical wind-guiding eaves (2) positive and negative.
6. typhoon protection highrise building according to claim 1; It is characterized in that: the reinforcing bar in the said building body trunk (1) is made up of the tubular steel bar framework; Comprise the vertical reinforcing bar (31) that surrounds tubular; And the ring-shaped stirrup (32) that said vertical reinforcing bar (31) is surrounded, said vertical reinforcing bar (31) and ring-shaped stirrup (32) welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205029224U CN202324241U (en) | 2011-11-28 | 2011-11-28 | Typhoon-proof high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205029224U CN202324241U (en) | 2011-11-28 | 2011-11-28 | Typhoon-proof high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202324241U true CN202324241U (en) | 2012-07-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205029224U Expired - Fee Related CN202324241U (en) | 2011-11-28 | 2011-11-28 | Typhoon-proof high-rise building |
Country Status (1)
| Country | Link |
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| CN (1) | CN202324241U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132764A (en) * | 2011-11-28 | 2013-06-05 | 孙家宏 | Typhoon-proof high-rise building |
| CN107143191A (en) * | 2014-08-12 | 2017-09-08 | 陈国栋 | The high-rise windproof building and its method of work of space utilization rate |
| CN109183979A (en) * | 2018-10-11 | 2019-01-11 | 苏州亮磊知识产权运营有限公司 | A kind of intelligent building guard system shared based on regional information |
-
2011
- 2011-11-28 CN CN2011205029224U patent/CN202324241U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132764A (en) * | 2011-11-28 | 2013-06-05 | 孙家宏 | Typhoon-proof high-rise building |
| CN103132764B (en) * | 2011-11-28 | 2014-12-17 | 孙家宏 | Typhoon-proof high-rise building |
| CN107143191A (en) * | 2014-08-12 | 2017-09-08 | 陈国栋 | The high-rise windproof building and its method of work of space utilization rate |
| CN109183979A (en) * | 2018-10-11 | 2019-01-11 | 苏州亮磊知识产权运营有限公司 | A kind of intelligent building guard system shared based on regional information |
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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: 20120711 Termination date: 20121128 |