CN107130832A - A kind of choke tower and its application method for eliminating typhoon harm - Google Patents
A kind of choke tower and its application method for eliminating typhoon harm Download PDFInfo
- Publication number
- CN107130832A CN107130832A CN201710509596.1A CN201710509596A CN107130832A CN 107130832 A CN107130832 A CN 107130832A CN 201710509596 A CN201710509596 A CN 201710509596A CN 107130832 A CN107130832 A CN 107130832A
- Authority
- CN
- China
- Prior art keywords
- tower
- choke
- typhoon
- harm
- eliminating
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
Abstract
The present invention relates to a kind of choke tower and its application method for eliminating typhoon harm, the choke tower is rotation body structure, along the side of the choke tower provided with some spiral helicine guide grooves；The choke tower is that the support for being used for supporting choke tower is provided with the hollow-core construction that ferroalloy or steel are made, choke tower, and top and the choke tower of the support are mechanically connected by bolt, and the bottom of support is cast in underground by reinforced concrete；The full tabia of internal cavities filling or cement of the choke tower；The choke tower structure of the present invention is simple, without motion part, is also not required to the energy, surface need only be carried out into application, energy antirust, input cost is low, and maintenance is also very simple, and choke excellent performance, coordinate the present invention application method typhoon take place frequently area lay, the wind-force of typhoon can be effectively limited, caused infringement when typhoon occurs is greatly decreased or even eliminates, is worth promoting the use of in the typhoon area that takes place frequently.
Description
Technical field
The present invention relates to diaster prevention and control field, a kind of choke tower for eliminating typhoon harm and its user are specifically disclosed
Method.
Background technology
Typhoon (Typhoon) because its wind speed is high, energy is big, scope is wide, in traveling on the way can be caused through part
Personnel and the very big infringement of property, destructive power are extremely strong.At present, for typhoon disaster it is main with the monitoring and prediction early warning before logging in,
Investigate potential safety hazard work, the passive form of hiding when logging in and the rescue measures after logging in etc. is tackled, not yet
Occur it is a kind of can active effectively preventing typhoon device or method.How initiative when tackle typhoon can be improved,
The loss caused by typhoon is further reduced, is all urgent problem all the time.
The content of the invention
In view of the shortcomings of the prior art, the technical problem to be solved in the present invention is to provide a kind of resistance for eliminating typhoon harm
The wind-force of wind tower and its application method, effectively reduction typhoon, reduces the loss caused during typhoon is advanced.
Following scheme is used for this present invention design：
A kind of choke tower for eliminating typhoon harm, the choke tower is rotation body structure, if being provided with along the side of the choke tower
The dry spiral helicine guide groove of bar.
Further, the choke tower is to be provided with to be used to support choke in the hollow-core construction that ferroalloy or steel are made, choke tower
The support of tower, top and the choke tower of the support are mechanically connected by bolt, and the bottom of support is cast in by reinforced concrete
Underground.
Further, the full tabia of internal cavities filling or cement of the choke tower.
Further, the choke tower is truncated cone, rounding taper type or cylinder.
A kind of application method of above-mentioned choke tower for eliminating typhoon harm, comprises the following steps：The seashore passed through along typhoon
An at least exclusion wind tower is laid, the typhoon blown from sea runs into can change direction after choke tower under the guiding of its guide groove,
The whirlwind rotated at a high speed around the center line of choke tower is formed, the whirlwind intensity of formation is directly proportional to the intensity of typhoon；Whirlwind with
The typhoon collision that follow-up sea is blown, produces the energy expenditure of typhoon, weakens the wind-force of typhoon.
Further, the choke tower tilts towards the direction that typhoon is blown when laying and forms angle with ground so that shape
Into the air space above sea that can be blown in typhoon of whirlwind bump against with typhoon.
The beneficial effects of the present invention are：
The choke tower structure of the present invention is simple, and without motion part is also not required to the energy, and surface need only be carried out to application, can antirust,
Input cost is low, and maintenance is also very simple, and choke excellent performance, coordinates the application method of the present invention to take place frequently ground in typhoon
Area is laid, and can effectively limit the wind-force of typhoon, is greatly decreased or even is eliminated infringement caused when typhoon occurs, be worth in typhoon
The area that takes place frequently is promoted the use of.
Brief description of the drawings
Just the embodiment of the present invention is described further below in conjunction with the accompanying drawings, wherein：
Fig. 1 is the structural representation of embodiment 1；
Fig. 2 is the structural representation of embodiment 2；
Fig. 3 is the structural representation of embodiment 3.
Embodiment
Embodiment 1
A kind of choke tower of elimination typhoon harm shown in reference picture 1, the choke tower 1 is truncated cone, along the choke tower 1
Male cone (strobilus masculinus) be provided with spiral helicine guide groove 2.
In order to cost-effective, the choke tower 1 is the hollow metal shell that ferroalloy or steel are made, internal then pass through and prop up
Frame 3 is supported, and top and the choke tower 1 of the support 3 are mechanically connected by bolt 4, and the bottom of support 3 passes through reinforced concrete
5 are cast in underground, and the full tabia of internal cavities filling or cement of choke tower 1 are prevented in the case where there is cavity because typhoon is rushed
Very big sound is fired out, noise pollution is reduced.
Embodiment 2
A kind of choke tower of elimination typhoon harm shown in reference picture 2, it is differed only in the outer of choke tower with embodiment 1
Shape is designed as turbination.
Embodiment 3
A kind of choke tower of elimination typhoon harm shown in reference picture 3, it is differed only in the outer of choke tower with embodiment 1
Shape is designed as cylinder.
A kind of application method of the choke tower of above-mentioned elimination typhoon harm is as follows：
An at least exclusion wind tower is laid along the seashore that typhoon passes through, the typhoon blown from sea runs into can be in its guiding after choke tower
Change direction under the guiding of groove, form the whirlwind rotated at a high speed around the center line of choke tower, the whirlwind intensity and typhoon of formation
Intensity be directly proportional；Whirlwind is collided with the typhoon that follow-up sea is blown, and produces the energy expenditure of typhoon, weakens the wind-force of typhoon.
After the quantity of choke tower reaches certain scale, it might even be possible to be reduced to the wind-force of typhoon harmless.
Meanwhile, choke tower tilts towards the direction that typhoon is blown when laying and forms angle with ground so that the rotation of formation
Wind can bump against in the air space above sea of slightly distant place with typhoon, and just it is weakened before typhoon does not debark.
Due to cost considerations, when laying choke tower, the distance between two adjacent choke towers simultaneously need not be too near,
Because when between the whirlwind that typhoon is formed at a high speed by two strands of choke towers, can reduce the air pressure between both, atmospheric pressure
This two strands of whirlwind can be forced close in opposite directions.
It is described above, it is only the present invention preferably embodiment, but the scope of the present invention is not limited thereto, it is any
Those familiar with the art is in the technical scope of present disclosure, the change or replacement that can be readily occurred in, and all should
It is included within the scope of the present invention.Therefore the scope of the present invention is defined by the protection domain of claims.
Claims (6)
1. a kind of choke tower for eliminating typhoon harm, it is characterised in that：The choke tower is rotation body structure, along the choke tower
Side provided with some spiral helicine guide grooves.
2. a kind of device for eliminating typhoon harm according to claim 1, it is characterised in that：The choke tower is ferroalloy
Or the hollow-core construction that steel is made, choke tower is interior to be provided with the support for being used for supporting choke tower, and top and the choke tower of the support lead to
Bolt mechanical connection is crossed, the bottom of support is cast in underground by reinforced concrete.
3. a kind of choke tower for eliminating typhoon harm according to claim 2, it is characterised in that：The inside of the choke tower
The full tabia of cavity filling or cement.
4. a kind of choke tower of elimination typhoon harm according to claim 1 or 2 or 3, it is characterised in that：The choke tower
For truncated cone, rounding taper type or cylinder.
5. it is according to claim 1 it is a kind of eliminate typhoon harm choke tower application method, it is characterised in that including with
Lower step：An at least exclusion wind tower is laid along the seashore that typhoon passes through, the typhoon blown from sea runs into can be at it after choke tower
Change direction under the guiding of guide groove, form the whirlwind rotated at a high speed around the center line of choke tower, the whirlwind intensity of formation with
The intensity of typhoon is directly proportional；Whirlwind is collided with the typhoon that follow-up sea is blown, and produces the energy expenditure of typhoon, weakens the wind of typhoon
Power.
6. a kind of application method of choke tower for eliminating typhoon harm according to claim 4, it is characterised in that：The resistance
Wind tower is tilted towards the direction that typhoon is blown when laying and forms angle with ground so that the whirlwind of formation can be blown in typhoon
Air space above sea and typhoon bump against.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710509596.1A CN107130832A (en) | 2017-06-28 | 2017-06-28 | A kind of choke tower and its application method for eliminating typhoon harm |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710509596.1A CN107130832A (en) | 2017-06-28 | 2017-06-28 | A kind of choke tower and its application method for eliminating typhoon harm |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107130832A true CN107130832A (en) | 2017-09-05 |
Family
ID=59736902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710509596.1A Pending CN107130832A (en) | 2017-06-28 | 2017-06-28 | A kind of choke tower and its application method for eliminating typhoon harm |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107130832A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000008648A (en) * | 1998-06-29 | 2000-01-11 | Hitachi Zosen Corp | Vibration suppression structure of tower construction |
| JP2002021919A (en) * | 2000-07-06 | 2002-01-23 | Sumitomo Rubber Ind Ltd | Vibration damping device |
| US6944996B1 (en) * | 2001-03-23 | 2005-09-20 | Drawings Plus, Llc | Hurricane resistant structure |
| CN103132764A (en) * | 2011-11-28 | 2013-06-05 | 孙家宏 | Typhoon-proof high-rise building |
| CN103423084A (en) * | 2013-08-27 | 2013-12-04 | 汉德联合（北京）风力技术研究院有限公司 | Wind wall device |
| CN103423104A (en) * | 2013-08-27 | 2013-12-04 | 汉德联合（北京）风力技术研究院有限公司 | Wind forest device |
| CN104847164A (en) * | 2015-04-02 | 2015-08-19 | 黄思颖 | Typhoon prevention device |
| TW201608126A (en) * | 2015-11-12 | 2016-03-01 | 曾建榮 | Typhoon resistance high efficiency turbines wind power tube |
-
2017
- 2017-06-28 CN CN201710509596.1A patent/CN107130832A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000008648A (en) * | 1998-06-29 | 2000-01-11 | Hitachi Zosen Corp | Vibration suppression structure of tower construction |
| JP2002021919A (en) * | 2000-07-06 | 2002-01-23 | Sumitomo Rubber Ind Ltd | Vibration damping device |
| US6944996B1 (en) * | 2001-03-23 | 2005-09-20 | Drawings Plus, Llc | Hurricane resistant structure |
| CN103132764A (en) * | 2011-11-28 | 2013-06-05 | 孙家宏 | Typhoon-proof high-rise building |
| CN103423084A (en) * | 2013-08-27 | 2013-12-04 | 汉德联合（北京）风力技术研究院有限公司 | Wind wall device |
| CN103423104A (en) * | 2013-08-27 | 2013-12-04 | 汉德联合（北京）风力技术研究院有限公司 | Wind forest device |
| CN104847164A (en) * | 2015-04-02 | 2015-08-19 | 黄思颖 | Typhoon prevention device |
| TW201608126A (en) * | 2015-11-12 | 2016-03-01 | 曾建榮 | Typhoon resistance high efficiency turbines wind power tube |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170905 |