JPS58192977A - Aerogenerator having ascending and descending construction - Google Patents
Aerogenerator having ascending and descending constructionInfo
- Publication number
- JPS58192977A JPS58192977A JP57074829A JP7482982A JPS58192977A JP S58192977 A JPS58192977 A JP S58192977A JP 57074829 A JP57074829 A JP 57074829A JP 7482982 A JP7482982 A JP 7482982A JP S58192977 A JPS58192977 A JP S58192977A
- Authority
- JP
- Japan
- Prior art keywords
- wind
- support tower
- generator
- blades
- ascending
- 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
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2240/00—Components
- F05B2240/90—Mounting on supporting structures or systems
- F05B2240/91—Mounting on supporting structures or systems on a stationary structure
- F05B2240/916—Mounting on supporting structures or systems on a stationary structure with provision for hoisting onto the structure
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Wind Motors (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、背の高い支持塔の頂部で運転される風車発電
機構において、風車および発電機部を支持塔に沿って上
下に自在に移動可能ならしめることにより、任意に所要
の高度に昇降させ得る構造とした風力発電装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a wind turbine power generation mechanism operated at the top of a tall support tower by making the wind turbine and the generator section freely movable up and down along the support tower. This invention relates to a wind power generator having a structure that allows it to be raised and lowered to a required altitude.
さて、従来の風力発電装置は、第1図に示すように、天
空に高く垂直にそびえ立つ充分な剛性をもった鉄製の骨
組みにより構成された支持塔6の頂部に、尾翼4、羽根
2および発電機8を組込んだ風車発電機本体3が尾翼4
に受ける風圧によって羽根2を風向1に対向させるよう
旋回用案内機構を介してとりつけられている。しかるに
羽根2は如何なる風向においても常に風向と対向して回
転し、その回転力を発電機に伝達して電力を得る構造と
なっている。Now, as shown in Figure 1, a conventional wind power generation device has a tail 4, blades 2, and a power generator mounted on the top of a support tower 6, which is constructed of a sufficiently rigid steel frame that stands high vertically in the sky. The wind turbine generator main body 3 incorporating the machine 8 is the tail 4
The blade 2 is attached via a turning guide mechanism so that the blade 2 faces the wind direction 1 due to the wind pressure applied to the blade. However, the blades 2 always rotate opposite to the wind direction regardless of the wind direction, and the blades 2 transmit the rotational force to the generator to obtain electric power.
この風力発電装置は、台風等の異常な強風時においても
風圧に対して装置が損傷を受けることのないよう、羽根
2はもとより、尾翼4、それらを取付けた風車発電機本
体3、旋回用案内機構7等は充分な強度をもたせるとと
もに、それらを支持する支持塔6はそれらの受ける風圧
に対して充分耐えられるよう剛性を増すとともにその脚
部を頂部に比して大きく広げられた構造とし、支持塔6
の台地5に対する安定度を増し、装置の倒壊を防いでい
た。This wind power generation device has not only the blades 2 but also the tail 4, the wind turbine generator body 3 to which they are attached, and the turning guide so that the device will not be damaged by the wind pressure even in abnormally strong winds such as typhoons. The mechanisms 7, etc. have sufficient strength, and the support tower 6 that supports them has increased rigidity so as to be able to sufficiently withstand the wind pressure they receive, and its legs are made to have a structure that is wider than the top. Support tower 6
The stability against the plateau 5 was increased and the equipment was prevented from collapsing.
また、一般的に従来の風力発電設備は、年間を通じての
平均風速の強い地域を選んで建設され、年間平均風速の
弱い地域への建設は避けられていた。Additionally, conventional wind power generation facilities were generally constructed in areas with strong average wind speeds throughout the year, and construction in areas with weak annual average wind speeds was avoided.
その理由として次のことが知られている。弱い風の地域
と強い風地域にそれぞれ同じ出力の風力発電装置を建設
することにつき考察してみる。弱い風の地域の風力発電
装置は強い風のものに比べ弱い分だけ受風面積を大きく
、且つ風圧の弱い分だけ脆弱に建設することが考えられ
る。この場合の建設費用はこれからの両者において極端
な差は生じない。しかし、台風等の異常強風を考慮する
と従来の風力発電装置では強風を待避できないため、こ
れらの両者において風に対抗する単位面積あたりほぼ同
じ強度の風圧が加わることにより、弱い風の地域の大き
な装置は強い風の地域のものに比べ、大きい分だけより
大きな風圧を受け、より容易に損傷を受けることになる
。その対応として、それらの装置を異常強風に耐え得る
強度の構造とするには、建設費は、風の弱い地域の装置
は強い地域の装置に比べ極端に高額になることは明白で
ある。以上が年間平均風速の弱い地域への風力発電装置
の建設が困難にしていた大きな理由であり、宿命的な欠
点であった。The following is known as the reason. Let's consider constructing wind power generators with the same output in regions with weak winds and regions with strong winds. It is conceivable that wind power generators in regions with weak winds have a larger receiving area than those with strong winds, and are more vulnerable due to the weaker wind pressure. In this case, there will not be a huge difference in construction costs between the two. However, considering abnormally strong winds such as typhoons, conventional wind power generators are unable to shelter from the strong winds, and as a result, wind pressure of approximately the same intensity per unit area is applied to both of these systems, resulting in large equipment in areas with weak winds. Because they are larger, they are subject to greater wind pressure and are more easily damaged than those in areas with strong winds. In response to this, it is clear that in order to make these devices strong enough to withstand abnormally strong winds, the construction costs for devices in regions with weak winds will be extremely high compared to those in regions with strong winds. The above is a major reason why it is difficult to construct wind power generation equipment in areas where the average annual wind speed is low, and it is a fateful drawback.
上記のように従来の方式は「風車発電本体3を高い支持
塔の頂部に取付ける」という方式によるため、第1に、
台風時等の異常強風に耐えられるようにするため、平常
風速時に必要とする構造的強度に対して極端に安全度を
増した構造を要し、そのための装置の建設に要する費用
は本装置より発生される電力の値打ちに比し往々にして
採算に合わない場合が多く、第2に、上記第1と同様の
理由により、年間平均風速の比較的弱い地域への装置の
建設は採算面から殆んど無意味なものとして除外せざる
を得ず、第3に、装置は常に過酷な自然環境下で運転す
るが、保守員はその都度危険を伴いながら装置の機構部
がある高所での作業を余儀なくされており、また作業内
容にも限界があることが欠点となっている。As mentioned above, the conventional method is that the wind turbine generator main body 3 is attached to the top of a high support tower, so firstly,
In order to withstand abnormally strong winds such as during typhoons, a structure with extremely increased safety is required compared to the structural strength required during normal wind speeds, and the cost required to construct such a device is greater than this device. In many cases, it is not profitable compared to the value of the electricity generated.Secondly, for the same reason as the first point above, it is not profitable to construct equipment in areas where the average annual wind speed is relatively low. Thirdly, the equipment is always operated in harsh natural environments, and maintenance personnel must operate at high places where the mechanical parts of the equipment are located, with the accompanying risks each time. The downside is that they are forced to do this work, and there are limits to what they can do.
本発明は上記の欠点にかんがみてなされたもので、その
目的は、風力発電装置の強度的安全係数の低下を可能に
し、それにより建設費を下げること、年間平均風速の比
較的弱い地域に対しても装置の建設を採算面で可能にす
ること、昇降構造を有する風力発電装置を提供するもの
である。The present invention has been made in view of the above-mentioned drawbacks, and its purpose is to reduce the strength safety factor of wind power generation equipment, thereby reducing construction costs, and to reduce the construction cost in areas where the annual average wind speed is relatively low. The purpose of the present invention is to provide a wind power generation device having an elevating structure, which makes it possible to construct the device economically.
以下、本発明の第1実施例について第2図、第3図、第
4図、第5図および第6図を参考して説明する。Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. 2, 3, 4, 5, and 6.
地中に深く且つ広く埋め込まれた充分に大きなコンクリ
ート製の固定台9は高く垂直に立つ充分な剛性をもった
鉄筋コンクリート製の支持塔10を台地に対して強固に
固定している。その支持塔の形状および構造はコンクリ
ート電柱として一般に広く用いられている。根本から先
端にゆくに従ってゆるいテーパをおびて先細りとなる円
錐柱状の遠心力鉄筋コンクリートポールまたはそれと同
等形状のなめらかな外面を有している。その支持塔10
の外面には上下方向に先端から根本まで1本の直線状の
回り止め起動11が固着されている。A sufficiently large fixed base 9 made of concrete and buried deeply and widely in the ground firmly fixes a support tower 10 made of reinforced concrete that stands tall and vertical and has sufficient rigidity to the plateau. The shape and structure of the support tower are commonly used as concrete utility poles. It has a smooth outer surface in the shape of a conical column-shaped centrifugal reinforced concrete pole or an equivalent shape that gradually tapers from the base to the tip. The support tower 10
A linear detent actuator 11 is fixed to the outer surface of the actuator in the vertical direction from the tip to the base.
その支持塔10の外面を取り囲み、外面に沿って上端部
と下端部に各4個のローラー形の昇降用車輪12を介し
て自由に上下移動可能な昇降台13がワイヤロープ14
により、支持塔10の頂部に取り付けられた滑車15と
下部に取り付けられた巻上機16を介して釣り上げられ
ている。該昇降台13は第3図に示す如く上部案内枠1
7、下部案内枠18および円筒19の3部分が一体とな
って構成されている。上部案内枠17および下部案内枠
18はほぼ同等の形状をしており、第4図および第5図
に示す如く、それぞれの内側に設けられた2列の溝に沿
って摺動可能な、互いに向け合って各2個の昇降用車輪
12を有する2個の昇降用車輪支え20がそれぞれ各1
個の車輪押しバネ21によって支持塔10を充分強力に
はさみつけるように取り付けられている。また2個の昇
降用車輪支え20は、それぞれの2本の連かん22によ
って、上部案内枠17および下部案内枠18の外面に固
着された、案内溝23を有する2個の連かん案内24お
よびその案内溝に沿って移動可能な案内ピン25に接続
されており、そのため、個々の昇降用車輪支え20が単
独に摺動することはできず、必ず2個が支持塔10の太
さに応じて対称的に弱方向に摺動するようになっている
。それにより前記円筒19の中心線は昇降台の上下移動
による支持塔10の太さの変化にかかわらず常に支持塔
10の中心線上にある構造となっている。その円筒19
の外面には、中心線を円筒のそれと同一にする厚さ均一
の1個のフランジ26が固着されており、その円筒19
の外面およびフランジ面により構成される旋回用軌道面
に沿って旋回用車輪27を介して自由に旋回可能な、一
端に垂直な尾翼4、他端に羽根2およびその羽根軸を通
して駆動される発電機8を有する風車発電機本体3を取
り付ける。尾翼4はその面に当たる風圧によって風車発
電本体3を前記旋回用軌道面に沿って水平面上を旋回さ
せ、常に羽根2を風向1に対向させるように働く。また
、昇降台13は昇降用車輪支え20のうちの1つに設け
られた一対の回り止め案内28で前記回り止め軌道11
を軽くはさみながら上下移動するため、昇降台自体が支
持塔10の周囲を不必要に旋回できない構造となってい
る。一方、発電機8の電気出力および制御信号は、風車
発電機本体3に絶縁支持された接触子(図示せず)から
円筒19の外周上に絶縁支持されたスリップリング(図
示せず)を通して昇降台に伝達され、また下部案内枠1
8に絶縁支持された接触子(図示せず)から回り止め軌
道11に設けられた凹面内に絶縁支持された集電架線(
図示せず)を通して地上と連結されている。以上より、
本発明の風力発電装置は羽根2を常に風向1に対向させ
、羽根軸を通して駆動される発電機8により電力を得る
構造となっている。A lifting platform 13 that surrounds the outer surface of the support tower 10 and can freely move up and down via four roller-shaped lifting wheels 12 is installed along the outer surface at the upper and lower ends of the wire rope 14.
The fish is lifted up via a pulley 15 attached to the top of the support tower 10 and a hoist 16 attached to the bottom. The lifting platform 13 is connected to the upper guide frame 1 as shown in FIG.
7. Three parts, the lower guide frame 18 and the cylinder 19, are integrated. The upper guide frame 17 and the lower guide frame 18 have almost the same shape, and as shown in FIGS. 4 and 5, are mutually slidable along two rows of grooves provided inside each. Two lifting wheel supports 20, each having two lifting wheels 12 facing each other, each have one lifting wheel support 20.
The support tower 10 is mounted so as to be clamped sufficiently strongly by the wheel push springs 21. Further, the two lifting wheel supports 20 are connected to two link guides 24 having guide grooves 23 and fixed to the outer surfaces of the upper guide frame 17 and the lower guide frame 18 by two link links 22 respectively. It is connected to a guide pin 25 that is movable along the guide groove, and therefore, each lifting wheel support 20 cannot slide independently, but always has two wheels depending on the thickness of the support tower 10. It is designed to slide symmetrically in the weak direction. As a result, the center line of the cylinder 19 is always on the center line of the support tower 10, regardless of changes in the thickness of the support tower 10 due to the vertical movement of the lifting platform. The cylinder 19
A single flange 26 of uniform thickness whose center line is the same as that of the cylinder is fixed to the outer surface of the cylinder 19.
A power generator driven through a vertical tail fin 4 at one end, a blade 2 at the other end, and its blade shaft, which can freely rotate via a turning wheel 27 along a turning track surface constituted by the outer surface and flange surface of the Attach the wind turbine generator main body 3 having the generator 8. The tail blade 4 rotates the wind turbine generator main body 3 on a horizontal plane along the turning orbital surface by the wind pressure applied to the surface thereof, so that the blade 2 always faces the wind direction 1. Further, the lifting platform 13 is connected to the locking track 11 by a pair of locking guides 28 provided on one of the lifting wheel supports 20.
Since it moves up and down while lightly pinching the support tower 10, the platform itself has a structure that prevents it from turning around the support tower 10 unnecessarily. On the other hand, the electrical output and control signals of the generator 8 are raised and lowered from a contactor (not shown) insulated and supported on the wind turbine generator main body 3 through a slip ring (not shown) insulated and supported on the outer periphery of the cylinder 19. It is transmitted to the base and also the lower guide frame 1
A current collecting overhead wire (not shown) insulated and supported in a concave surface provided in a detent track 11 is connected from a contactor (not shown) insulated and supported at 8.
(not shown) to the ground. From the above,
The wind power generator of the present invention has a structure in which the blades 2 are always opposed to the wind direction 1, and electric power is obtained from the generator 8 driven through the blade shaft.
すなわち本発明の風力発電装置は、羽根2および発電機
8を有する風車発電機本体3が支持塔10に沿って昇降
可能としてあるから、常時は大空に高く上げて風を受け
て発電し、強風時などの装置に損傷を受ける恐れがある
場合は、事前に地表または安全な高度に降下させて強風
を避けるようにしたものである。これにより本装置の設
計製作に際しては、異常な強風時に耐えられる構造的強
度の考慮は不要となり、従来の装置に比較して建設費を
大幅に軽減することができるため、全国土のうちのほん
の小域に限られた年間平均風速の強い地域はもとより、
国土の大部分を占める年間平均風速の比較的弱い地域に
対しても装置の建設が可能となり、本発明の奏する効果
は大なるものである。That is, in the wind power generation device of the present invention, since the wind turbine generator main body 3 having the blades 2 and the generator 8 can be raised and lowered along the support tower 10, it is normally raised high in the sky to receive the wind and generate electricity. If there is a risk of damage to the equipment, such as when flying, the aircraft should be lowered to the ground or to a safe altitude in advance to avoid strong winds. As a result, when designing and manufacturing this device, there is no need to consider the structural strength to withstand abnormally strong winds, and construction costs can be significantly reduced compared to conventional devices. In addition to areas with strong annual average wind speeds that are limited to small areas,
The device can be constructed even in areas where the average annual wind speed is relatively weak, which occupies most of the country, and the effects of the present invention are significant.
また、装置の補充点検修理等も、装置の主要機構部のあ
る風車発電機本体3を地表近くに降下させて作業を行な
うことができるため、従来の高所での作業に比べてきわ
めて容易なものとなる。In addition, equipment supplementary inspections and repairs can be carried out by lowering the wind turbine generator body 3, which contains the main mechanical parts of the equipment, close to the ground, making it much easier than conventional work at high places. Become something.
上記の構造の採用により、安価で保守の容易な風力発電
装置は、無尽蔵のエネルギー源として広く一般に使用さ
れるようになることが期待でき、その奏する効果はきわ
めて大なるものである。By employing the above structure, it is expected that wind power generators, which are inexpensive and easy to maintain, will be widely used as an inexhaustible energy source, and the effects thereof will be extremely large.
尚、装置の昇降に関しては、支持塔の頂部に異常な強風
を検出する装置や異常な振動を検出する装置を設け、そ
れらの出力信号を巻上機16の制御回路に導くことによ
り、異常強風時、地震発生時、または装置の回転部の不
釣合故障発生による支持塔の異常振動等には、風力発電
機体3を自動的に安全な高度に降下させ、装置の倒壊や
損傷の拡大を未然に防ぐことが可能である。Regarding the lifting and lowering of the equipment, a device for detecting abnormally strong winds and a device for detecting abnormal vibrations are installed at the top of the support tower, and their output signals are guided to the control circuit of the hoisting machine 16 to detect abnormally strong winds. In the event of an earthquake or abnormal vibration of the support tower due to unbalance failure of the rotating parts of the equipment, the wind turbine generator body 3 is automatically lowered to a safe altitude to prevent equipment from collapsing or causing further damage. It is possible to prevent this.
以下に第1実施例の変形例を記述する。その如何なる変
形例も、またそれらの例の組み合わせも、その効果は本
発明においても何ら逸脱するものではない。Modifications of the first embodiment will be described below. Any modification or combination of these examples does not deviate from the effects of the present invention.
第2例実施例を第7図を参照して説明する。風車発電機
本体3は羽根2に当たる風圧によるか、または別に設け
られた風向を検地する機器の指示により作動する電気機
械的な機構の駆動力により、昇降台13に設けられた旋
回用軌道面に沿って支持塔10の周囲を、羽根2が常に
風向1に背向するように旋回可能としたものである。A second embodiment will be described with reference to FIG. The wind turbine generator main body 3 is driven by the wind pressure applied to the blades 2 or by the driving force of an electromechanical mechanism that is activated by instructions from a separately installed device that detects the wind direction, on a rotating track surface provided on the lifting platform 13. The blades 2 can be rotated around the support tower 10 along the wind direction so that the blades 2 are always facing the wind direction 1.
第3実施例として、支持塔を四角錐状としたものである
。同様に支持塔10は円錐状、四角錐状に限らず、あら
ゆる多角錐状とすることも可能である。In the third embodiment, the support tower is shaped like a square pyramid. Similarly, the support tower 10 is not limited to a conical shape or a quadrangular pyramid shape, but can also have any polygonal pyramid shape.
第4実施例として、前記第1実施例では昇降台13の昇
降用駆動として、ワイヤレスロープ14、滑車15およ
び巻上機16の組み合わせを用いたが、それらによらず
とも、チェーン、ネジ、歯車の応用機構等、如何なる昇
降駆動装置を用いることも可能である。As a fourth embodiment, in the first embodiment, a combination of a wireless rope 14, a pulley 15, and a hoist 16 was used to drive the lifting platform 13 up and down. It is possible to use any lifting drive device, such as an applied mechanism.
第1図は従来の風力発電装置の一実施例を示す立体図、
第2図は本発明の第一実施例を示す斜視図、第3図は第
1実施例の昇降台の斜視図、第4図は第1実施例の昇降
台の平面図、第5図は上部案内枠部の上記第4図のA−
A線断面図立体図、第6図は第1実施例の旋回機構部の
一部断面立体図、第7図は第2実施例を示す斜視図であ
る。
1・・・風向、2・・・羽根、3・・・風車発電機本体
、4・・・尾翼、5・・・台地、6・・・支持塔、7・
・・旋回用案内機構、8・・・発電機、9・・・固定台
、10・・・支持塔、11・・・回り止め軌道、12・
・・昇降用車輪、13・・・昇降台、14・・・ワイヤ
ロープ、15・・・滑車、16・・・巻上機、17・・
・上部案内枠、18・・・下部案内枠、19・・・円筒
、20・・・昇降用車輪支え、21・・・車輪押しバネ
、22・・・連かん、23・・・案内溝、24・・・連
かん案内、25・・・案内ピン、26・・・フランジ、
27・・・旋回用車輪、28・・・回り止め案内。
特許出願人 福岡隆信FIG. 1 is a three-dimensional diagram showing an example of a conventional wind power generation device.
Fig. 2 is a perspective view showing the first embodiment of the present invention, Fig. 3 is a perspective view of the elevating platform of the first embodiment, Fig. 4 is a plan view of the elevating platform of the first embodiment, and Fig. 5 is a perspective view of the elevating platform of the first embodiment. A- in the above figure 4 of the upper guide frame part
FIG. 6 is a partially sectional three-dimensional view of the turning mechanism of the first embodiment, and FIG. 7 is a perspective view of the second embodiment. DESCRIPTION OF SYMBOLS 1...Wind direction, 2...Blade, 3...Wind turbine generator body, 4...Tail, 5...Plateau, 6...Support tower, 7...
... Turning guide mechanism, 8... Generator, 9... Fixed base, 10... Support tower, 11... Detent track, 12...
... Lifting wheel, 13... Lifting platform, 14... Wire rope, 15... Pulley, 16... Hoisting machine, 17...
・Upper guide frame, 18...Lower guide frame, 19...Cylinder, 20...Elevating wheel support, 21...Wheel push spring, 22...Connection, 23...Guiding groove, 24... Link guide, 25... Guide pin, 26... Flange,
27... Turning wheel, 28... Rotation prevention guide. Patent applicant Takanobu Fukuoka
Claims (1)
に対向または背向させ、羽根2の公転力を発電器8の回
転力とする風力発電装置において、上下方向になめらか
な外面または軌道面を有する円錐状または多角錐状の支
持塔10とその支持塔の外面または軌道面に沿って上下
移動可能な昇降台13と、その昇降台の周囲を、旋回用
案内機構を介して水平面上を旋回可能な、羽根2および
発電機8を有する風車発電機本体3とからなることによ
り、支持塔10に沿って風車発電機本体3を任意の高さ
に固定または昇降させ得る構造を具備したことを特徴と
する風力発電装置。In a wind power generation device in which the blades 2 are made to face or behind the wind direction by the tail blade 4 or an electromechanical mechanism, and the revolving force of the blades 2 is used as the rotational force of the generator 8, a smooth outer surface or orbital surface in the vertical direction is used. A support tower 10 having a conical or polygonal pyramid shape, an elevator platform 13 that can be moved up and down along the outer surface or track surface of the support tower, and a platform that rotates around the elevator platform on a horizontal plane via a rotation guide mechanism. The main body 3 of the wind turbine generator has blades 2 and a generator 8 that can be fixed at an arbitrary height along the support tower 10 or can be raised and lowered. Features of wind power generation equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57074829A JPS58192977A (en) | 1982-05-04 | 1982-05-04 | Aerogenerator having ascending and descending construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57074829A JPS58192977A (en) | 1982-05-04 | 1982-05-04 | Aerogenerator having ascending and descending construction |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58192977A true JPS58192977A (en) | 1983-11-10 |
Family
ID=13558603
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57074829A Pending JPS58192977A (en) | 1982-05-04 | 1982-05-04 | Aerogenerator having ascending and descending construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58192977A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6408575B1 (en) * | 1999-03-30 | 2002-06-25 | Fuji Jukogyo Kabushiki Kaisha | Horizontal axis type wind turbine and method of construction thereof |
FR2919903A1 (en) * | 2007-08-10 | 2009-02-13 | Vergnet Sa | Wind engine assembly displacing method for wind generator, involves avoiding carrying out connection/disconnection of driving system in event where system constitutes of driving axis directly connecting rotor of blades to electric generator |
WO2009098593A2 (en) * | 2008-02-06 | 2009-08-13 | Administrador De Infraestructuras Ferroviarias (Adif) | Weather device for traffic |
WO2011104506A3 (en) * | 2010-02-23 | 2012-02-02 | The City University | Improved wind turbine with adaptable rotor |
CN103410670A (en) * | 2013-08-01 | 2013-11-27 | 南京飓能电控自动化设备制造有限公司 | Trussed wind turbine tower and wind turbine unit with same |
EP3480453A4 (en) * | 2017-09-11 | 2019-06-05 | Beijing Goldwind Science & Creation Windpower Equipment Co., Ltd. | Floating body apparatus for suppressing vibration of tower barrel |
-
1982
- 1982-05-04 JP JP57074829A patent/JPS58192977A/en active Pending
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6408575B1 (en) * | 1999-03-30 | 2002-06-25 | Fuji Jukogyo Kabushiki Kaisha | Horizontal axis type wind turbine and method of construction thereof |
FR2919903A1 (en) * | 2007-08-10 | 2009-02-13 | Vergnet Sa | Wind engine assembly displacing method for wind generator, involves avoiding carrying out connection/disconnection of driving system in event where system constitutes of driving axis directly connecting rotor of blades to electric generator |
WO2009056701A2 (en) * | 2007-08-10 | 2009-05-07 | Vergnet Sa | Method for displacing the aeromotor assembly of an aerogenerator |
WO2009056701A3 (en) * | 2007-08-10 | 2009-06-25 | Vergnet Sa | Method for displacing the aeromotor assembly of an aerogenerator |
WO2009098593A2 (en) * | 2008-02-06 | 2009-08-13 | Administrador De Infraestructuras Ferroviarias (Adif) | Weather device for traffic |
ES2343158A1 (en) * | 2008-02-06 | 2010-07-23 | Administrador De Infraestructuras Ferroviarias (Adif) | Weather device for traffic |
WO2009098593A3 (en) * | 2008-02-06 | 2013-03-14 | Administrador De Infraestructuras Ferroviarias (Adif) | Weather device for traffic |
WO2011104506A3 (en) * | 2010-02-23 | 2012-02-02 | The City University | Improved wind turbine with adaptable rotor |
CN103410670A (en) * | 2013-08-01 | 2013-11-27 | 南京飓能电控自动化设备制造有限公司 | Trussed wind turbine tower and wind turbine unit with same |
EP3480453A4 (en) * | 2017-09-11 | 2019-06-05 | Beijing Goldwind Science & Creation Windpower Equipment Co., Ltd. | Floating body apparatus for suppressing vibration of tower barrel |
AU2018222889B2 (en) * | 2017-09-11 | 2019-10-10 | Beijing Goldwind Science & Creation Windpower Equipment Co., Ltd. | Floating body device for suppressing vibration of tower |
US11268275B2 (en) | 2017-09-11 | 2022-03-08 | Beijing Goldwind Science & Creation Windpower Equipment Co., Ltd. | Floating body device for suppressing vibration of tower |
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