JP2001020850A - Wind power generating device having damping function - Google Patents

Wind power generating device having damping function

Info

Publication number
JP2001020850A
JP2001020850A JP11196172A JP19617299A JP2001020850A JP 2001020850 A JP2001020850 A JP 2001020850A JP 11196172 A JP11196172 A JP 11196172A JP 19617299 A JP19617299 A JP 19617299A JP 2001020850 A JP2001020850 A JP 2001020850A
Authority
JP
Japan
Prior art keywords
tower
vibration
blade
vibration damping
mass body
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
Application number
JP11196172A
Other languages
Japanese (ja)
Inventor
Akira Teramura
彰 寺村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP11196172A priority Critical patent/JP2001020850A/en
Publication of JP2001020850A publication Critical patent/JP2001020850A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

Abstract

PROBLEM TO BE SOLVED: To provide a wind power generating device having a damping device to damp a tower in correspondence to the frequency band of vibration generated by rotation of blades or the like. SOLUTION: This device comprises a generator 14 having a drive source being the rotation force of blades 12 generated by a wind force; and a tower 16 to support the blades. The tower is provided with a damping device 18 to perform damping by variably synchronizing vibration, generated by rotation of the blades and wind, with its frequency. The damping device is provided with an elastically deformable engaging means 30 to engage a movable mass body 20 and the tower with each other and a function to vary the spring constant of the engaging means. The engaging means forms a movable joint member located between an elastically deformable rod-form member 32, erected on the tower, and the mass body. Further, this device comprises a moving means for a joint member; a detecting means for number of revolutions of blade; and control means 26 to control a moving amount of the moving means according to the result of the detecting means.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、風力を利用して発
電する風力発電装置に関し、とりわけ、風により回転す
るブレードを所定高さに支持するタワーを制振する制振
機能を備えた風力発電装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wind power generator for generating power using wind power, and more particularly to a wind power generator having a vibration damping function for damping a tower that supports blades rotated by wind at a predetermined height. Related to the device.

【0002】[0002]

【従来の技術】自然の風のエネルギーを利用して発電す
る風力発電装置は、風力により回転するブレードをタワ
ーの頂部に取り付け、該ブレードの回転力を駆動源とし
て発電機を作動するようになっている。
2. Description of the Related Art A wind power generator that generates power by utilizing the energy of natural wind has a blade that is rotated by wind power attached to the top of a tower, and a generator is operated by using the rotating force of the blade as a drive source. ing.

【0003】このような風力発電装置は、変化する風の
強さに対応できる大型の風力発電装置へと移行しつつあ
る。例えば、この大型の風力発電装置では、ブレードの
翼長(回転直径)が40m〜50m以上で可変ピッチ型
として構成されるものがあり、この場合、タワーはブレ
ードの回転を許容するために高さが30m〜40m以上
となっている。そして、この大型化した風力発電装置の
ブレードの最適回転数における振動周波数は0.75H
z〜1.5Hz付近となる。一方、高さ30m〜40m
級のタワーの一次固有振動周波数は約1.0Hz付近と
なるため、ブレードで発生される振動周波数がタワーの
固有振動周波数と一致する可能性があり、この場合に発
生する両者の共振を防止するために、タワーにはその固
有振動周波数に合わせたパッシブ型の制振装置が設けら
れている。
[0003] Such wind power generators are shifting to large wind power generators that can cope with changing wind intensities. For example, in this large-scale wind power generator, there is a type in which the blade length (rotation diameter) of a blade is 40 m to 50 m or more and a variable pitch type is used. In this case, the tower has a height to allow rotation of the blade. Is 30 m to 40 m or more. The vibration frequency at the optimum rotation speed of the blade of the large-sized wind turbine is 0.75H.
z is about 1.5 Hz. On the other hand, height 30m-40m
The primary natural vibration frequency of a class-grade tower is about 1.0 Hz, so the vibration frequency generated by the blade may match the natural vibration frequency of the tower, preventing both resonances occurring in this case. For this purpose, the tower is provided with a passive vibration damping device adapted to its natural vibration frequency.

【0004】[0004]

【発明が解決しようとする課題】かかる従来の風力発電
装置の発電可能な風速範囲は、発電機の回転数に合わせ
て狭い範囲に限られていたが、近年、ブレードと発電機
との間に変速機を介在させるなどの方法により発電可能
な風速範囲が広がり、風速が数m/秒の弱風から20数
m/秒の強風での発電が可能となってきた。
The range of wind speeds at which power can be generated by such a conventional wind power generator is limited to a narrow range in accordance with the number of revolutions of the generator. The range of wind speeds at which power can be generated has been widened by methods such as intervening transmissions, and it has become possible to generate power at low wind speeds of several m / s to strong winds of 20 m / s.

【0005】しかしながら、上記発電可能な風速範囲に
は、タワーのカルマン渦励振による発散振動を起こす共
振風速である十数m/秒が含まれてしまい、タワーが共
振する虞がある。
However, the range of wind speeds at which power can be generated includes tens of m / sec, which is a resonance wind speed that causes divergent vibration due to Karman vortex excitation of the tower, and the tower may resonate.

【0006】さらに、発電可能な風速範囲が広がったこ
とによって、ブレードの回転数及びその回転により発生
する強制振動の周波数帯域も広がり、単にタワーの固有
振動数と一致する共振のみを抑えるだけではタワーの振
動を抑えきれず、殊に、振動減衰性が低い鋼鉄製のタワ
ーでは、上記共振風速による共振やブレードの回転によ
る強制振動に対してタワーの耐久性が確保できなくなる
虞があるという課題があった。
[0006] In addition, since the range of wind speeds at which power can be generated is widened, the frequency of blades and the frequency band of forced vibration generated by the rotation are also widened. In particular, in the case of a steel tower having a low vibration damping property, there is a problem that the durability of the tower may not be secured against the resonance due to the resonance wind speed or the forced vibration due to the rotation of the blade. there were.

【0007】そこで、本発明はかかる従来の課題に鑑み
て成されたもので、ブレードの回転等によって発生する
振動の周波数帯域に対応させて、タワーを制振すること
によりタワーの耐久性を確保することができる制振装置
を備えた風力発電装置を提供することを目的とする。
Accordingly, the present invention has been made in view of such a conventional problem, and the durability of the tower is ensured by damping the tower in accordance with the frequency band of the vibration generated by the rotation of the blade or the like. It is an object of the present invention to provide a wind power generation device provided with a vibration damping device that can perform the operation.

【0008】[0008]

【課題を解決するための手段】かかる目的を達成するた
めに本発明の請求項1に示す制振装置を備えた風力発電
装置は、風力によって回転するブレードと、該ブレード
の回転力を駆動源とする発電機と、該ブレードを所定高
さに支持するタワーと、を備えた風力発電装置におい
て、該タワーに、上記ブレードの回転や風によって発生
する振動の周波数帯域で制振すべき振動周波数に可変的
に同調して制振する制振装置を設けたことを特徴とす
る。
According to a first aspect of the present invention, there is provided a wind power generator provided with a vibration damping device, comprising: a blade rotating by wind power; And a tower that supports the blade at a predetermined height, wherein the vibration frequency to be damped in the tower in the frequency band of the vibration generated by the rotation of the blade or the wind And a vibration damping device that variably tunes the vibration damper is provided.

【0009】即ち、タワーに備えた制振装置は、ブレー
ドの回転や風によってタワーに発生する振動の周波数帯
域内で、制振する周波数を変更可能とされて、ブレード
の回転や風によってタワーに発生する振動の様々な周波
数に可変的に同調可能なので、随時変化する風速に対応
してブレードの回転数が変動し、タワーに発生する振動
周波数が変化しても、その振動周波数に同調させてタワ
ーの振動を効果的に抑えることができる。
That is, the vibration damping device provided in the tower can change the frequency of vibration damping within the frequency band of vibration generated in the tower by the rotation or wind of the blade. Since it can be tuned variably to various frequencies of generated vibration, even if the rotation frequency of the blade fluctuates according to the wind speed that changes from time to time, even if the vibration frequency generated in the tower changes, it can be tuned to the vibration frequency Tower vibration can be effectively suppressed.

【0010】また、本発明の請求項2に示す制振装置を
備えた風力発電装置は、上記制振装置が、質量体と、該
質量体を移動自在に支持する支承体と、上記タワーと上
記質量体とを係合する弾性変形可能な係合手段とを備
え、該係合手段がその弾性変形に係わるバネ定数を変更
可能に形成されていることを特徴とする。
According to a second aspect of the present invention, there is provided a wind power generator provided with a vibration damping device, wherein the vibration damping device comprises a mass, a support for movably supporting the mass, and a tower. And an elastically deformable engaging means for engaging the mass body, wherein the engaging means is formed so that a spring constant relating to the elastic deformation can be changed.

【0011】即ち、質量体が移動自在にタワーに支持さ
れているので、タワーの振動に伴って質量体が移動する
ことができ、さらにその質量体とタワーとが相当のバネ
定数で弾性変形する係合手段で係合されているので、タ
ワーには、係合手段の弾性のもとで質量体の移動により
制振を行うパッシブタイプの制振装置が形成され、この
制振装置は、係合手段のバネ定数を変更することによっ
て、制振する周波数(同調周波数)を可変的に調整する
ことができる。
That is, since the mass body is movably supported by the tower, the mass body can move with the vibration of the tower, and the mass body and the tower are elastically deformed with a considerable spring constant. Since the tower is engaged by the engagement means, the tower is provided with a passive-type vibration damping device that damps by moving the mass body under the elasticity of the engagement means. By changing the spring constant of the combining means, the frequency to be damped (tuning frequency) can be variably adjusted.

【0012】従って、風速の変化によってブレードの回
転による強制振動の周波数が変化しても、係合手段のバ
ネ定数を変更して、その周波数に制振装置を可変的に同
調させてタワーの振動を容易に抑えることが可能であ
る。
Therefore, even if the frequency of the forced vibration due to the rotation of the blade changes due to a change in the wind speed, the spring constant of the engaging means is changed, and the vibration damping device is variably tuned to that frequency to thereby oscillate the tower. Can be easily suppressed.

【0013】さらに、本発明の請求項3に示す制振装置
を備えた風力発電装置は、上記係合手段が、その下端を
固定されて上記タワーに立設される弾性変形可能な棒状
部材と、該棒状部材と上記質量体との間に介在されるジ
ョイント部材とでなり、該ジョイント部材が上記棒状部
材に沿って移動可能に形成されていることを特徴とす
る。
Further, in the wind power generator provided with the vibration damping device according to the third aspect of the present invention, the engaging means may include an elastically deformable rod-shaped member which is fixed to the lower end and erected on the tower. And a joint member interposed between the rod-shaped member and the mass body, wherein the joint member is formed so as to be movable along the rod-shaped member.

【0014】即ち、タワーに下端を固定されて立設され
た棒状部材が移動可能なジョイント部材を介して質量体
と係合しているので、上記棒状部材と質量体とはジョイ
ント部材によって接触し、質量体が移動すると、棒状部
材にはジョイント部材との接触部に質量体による応力が
作用する。このとき、弾性変形可能な棒状部材はタワー
への固定部を支点とし、質量体からの応力を受けてたわ
み変形し、棒状部材がたわみ変形可能な範囲で質量体が
移動する。
That is, since the bar-shaped member having the lower end fixed to the tower is engaged with the mass body via the movable joint member, the rod-shaped member and the mass body come into contact with each other by the joint member. When the mass body moves, a stress due to the mass body acts on the rod-shaped member at the contact portion with the joint member. At this time, the elastically deformable rod-shaped member is flexed and deformed by receiving a stress from the mass with the fixing portion to the tower as a fulcrum, and the mass moves within a range where the rod-shaped member can be flexed and deformed.

【0015】そして、その質量体の移動する周波数とタ
ワーの振動周波数とが同調したときに、タワーの振動位
相に対して質量体が遅れて移動し、もって相互に振動を
相殺してタワーの振動を抑えることができるパッシブタ
イプの制振装置が形成される。このとき、制振装置の同
調周波数は、棒状部材の固定端とジョイント部材の接触
部との距離によって設定される。
When the frequency at which the mass body moves and the vibration frequency of the tower are synchronized, the mass body moves with a delay with respect to the vibration phase of the tower, thereby canceling the mutual vibrations and thereby causing the vibration of the tower. Thus, a passive type vibration damping device capable of suppressing vibration is formed. At this time, the tuning frequency of the vibration damping device is set by the distance between the fixed end of the rod-shaped member and the contact portion of the joint member.

【0016】そして、上記ジョイント部材が棒状部材に
沿って移動可能に形成されているので、タワーの振動周
波数に制振装置を可変的に同調させることができ、もっ
てタワーの振動を容易に抑えることができる。
Further, since the joint member is formed so as to be movable along the rod-shaped member, the vibration damping device can be variably tuned to the vibration frequency of the tower, thereby easily suppressing the vibration of the tower. Can be.

【0017】さらに、本発明の請求項4に示す制振装置
を備えた風力発電装置は、上記ジョイント部材を上記棒
状部材に沿って移動させる移動手段と、上記ブレードの
回転数を検出する検出手段と、該検出手段の検出結果に
応じて上記移動手段の移動量を制御する制御手段とを備
えたことを特徴とする。
Further, a wind power generator provided with a vibration damping device according to a fourth aspect of the present invention is a moving means for moving the joint member along the rod-shaped member, and a detecting means for detecting the number of rotations of the blade. And control means for controlling the amount of movement of the moving means according to the detection result of the detecting means.

【0018】即ち、ブレードの回転数を検出するので、
風によって変動するブレードの回転数を正確に把握する
ことができるとともに、その検出した回転数に応じてジ
ョイント部材を移動させる移動手段を設けたので、ブレ
ードの回転によって発生するタワーの強制振動の周波数
に制振装置を容易にかつ正確に同調させることができ、
もって確実かつ効率良くタワーの振動を抑えることがで
きる。
That is, since the rotation speed of the blade is detected,
The frequency of the forced vibration of the tower generated by the rotation of the blade is provided because the rotation speed of the blade fluctuating due to the wind can be accurately grasped and the moving means for moving the joint member according to the detected rotation speed is provided. Can easily and accurately tune the damping device,
This makes it possible to reliably and efficiently suppress the vibration of the tower.

【0019】[0019]

【発明の実施の形態】以下、本発明の実施形態を添付図
面を参照して詳細に説明する。図1から図6は本発明の
風力発電装置の一実施形態を示し、図1は制振装置を備
えた風力発電装置の全体を示す外観図、図2は制振装置
を風力発電装置に組み込んだ状態を示す説明図、図3は
風力発電装置に設けられる制振装置の構造を示す平面
図、図4は同制振装置の構造を示す側面図、図5は同制
振装置のタワーと質量体との係合手段の詳細平面図、図
6は本実施形態における制振装置の制御方法を示すブロ
ック図である。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. 1 to 6 show an embodiment of a wind power generator according to the present invention. FIG. 1 is an external view showing the entirety of a wind power generator provided with a vibration damper. FIG. FIG. 3 is a plan view showing the structure of the vibration damping device provided in the wind power generator, FIG. 4 is a side view showing the structure of the vibration damping device, and FIG. FIG. 6 is a detailed plan view of the means for engaging with the mass body, and FIG. 6 is a block diagram showing a control method of the vibration damping device in the present embodiment.

【0020】本発明の風力発電装置10の基本構造は図
1に示すように、風力によって回転するブレード12
と、該ブレード12の回転力を駆動源とする発電機14
と、ブレード12を所定高さに支持するタワー16とが
備えられ、タワー16には、これの振動を制振する制振
装置18が設けられて構成されている。
As shown in FIG. 1, the basic structure of a wind power generator 10 according to the present invention is as shown in FIG.
And a generator 14 driven by the rotational force of the blade 12
And a tower 16 for supporting the blade 12 at a predetermined height. The tower 16 is provided with a vibration damping device 18 for damping the vibration of the tower 16.

【0021】上記ブレード12は、その回転中心に対し
て周方向に等間隔をなし3枚設けられ、各ブレード12
には、その取付け部分で回動可能となる可変ピッチ機構
が備えられている。ブレード12の回転は、発電機14
内に組み込まれた変速機を介して発電用ローターに入力
され、このローターの回転によって発電される。ブレー
ド12は発電機14に一体的に取り付けられ、これら一
体化されたブレード12および発電機14はタワー16
によって所定高さに支持されている。タワー16は鋼板
を用いたS造によって、若干のテーパが付けられた先細
りの筒状に構築され、地面Gに打設された基礎Bから立
設されている。
The blades 12 are provided at equal intervals in the circumferential direction with respect to the center of rotation, and three blades 12 are provided.
Is provided with a variable pitch mechanism that is rotatable at its mounting portion. The rotation of the blade 12 is controlled by the generator 14
The power is input to a power generation rotor via a transmission incorporated therein, and power is generated by rotation of the rotor. The blades 12 are integrally attached to a generator 14 and the integrated blades 12 and generator 14 are
At a predetermined height. The tower 16 is constructed in a S-shaped structure using a steel plate into a tapered cylindrical shape with a slight taper, and is erected from a foundation B cast on the ground G.

【0022】本実施形態では、発電機14の発電能力は
500kW、発電風速は2.5m/s〜22.0m/s
に設定され、かつ、可変ピッチ型のブレード12は翼長
が46mとして設定される。また、ブレード12の回転
数は、風速3m/s〜4m/sで45rpm(0.75
Hz)、風速10m以上で90rpm(1.5Hz)と
なり、このときのローター回転数は、風速3m/s〜4
m/sで14rpm(0.25Hz)、風速10m以上
で29rpm(0.5Hz)となる。更に、発電機14
を支持するタワー16の大きさは、高さ34.35m、
外径は底部で2.90m,頂部で2.20mとなり、こ
れの固有振動数は1.05Hzとなる。
In this embodiment, the generator 14 has a power generation capacity of 500 kW and a power generation wind speed of 2.5 m / s to 22.0 m / s.
And the blade length of the variable pitch type blade 12 is set to 46 m. The rotation speed of the blade 12 is 45 rpm (0.75 rpm) at a wind speed of 3 m / s to 4 m / s.
Hz) and 90 rpm (1.5 Hz) when the wind speed is 10 m or more, and the rotor rotation speed at this time is 3 m / s to 4
The speed is 14 rpm (0.25 Hz) at m / s, and 29 rpm (0.5 Hz) at a wind speed of 10 m or more. Further, the generator 14
The size of the tower 16 that supports is 34.35 m in height,
The outer diameter is 2.90 m at the bottom and 2.20 m at the top, and its natural frequency is 1.05 Hz.

【0023】上記制振装置18は図2に示すように、こ
の制振装置18の機械的構造部分をなす機構部28と、
上記ブレード12の回転軸に設けられたブレード12の
回転数検出手段と、この検出手段24の検出結果に応じ
て機構部28を、同調させる周波数に設定する制御手段
26とを備え、タワー16内の上端側に設けられたステ
ージ36に設置されている。
As shown in FIG. 2, the vibration damping device 18 has a mechanical portion 28 which constitutes a mechanical structural portion of the vibration damping device 18,
A rotation speed detecting means provided on the rotation axis of the blade, and a control means for setting a mechanism unit to a frequency to be tuned in accordance with a detection result of the detection means; Is mounted on a stage 36 provided on the upper end side.

【0024】上記機構部28は、図3ないし図6に示す
ように、直方体状の質量体20と、この質量体20の四
隅をタワー16のステージ36上に移動自在に支持する
積層ゴムでなる支承体22と、そのステージ36と質量
体20とを係合させる係合手段30とで構成されてい
る。
As shown in FIGS. 3 to 6, the mechanism section 28 is made of a rectangular parallelepiped mass body 20 and a laminated rubber for movably supporting the four corners of the mass body 20 on the stage 36 of the tower 16. It comprises a support body 22 and an engagement means 30 for engaging the stage 36 with the mass body 20.

【0025】この係合手段30は、ステージ36に立設
されてその許容弾性変形範囲の応力で押圧されてたわみ
変形する鋼製の棒状部材32と、その棒状部材32を貫
通しつつその棒状部材32に沿って移動可能に設けられ
たジョイント部材34と、このジョイント部材34を移
動させるための移動手段38と、移動手段38を駆動す
る駆動手段42とで構成され、上記ジョイント部材34
には、ジョイント部材34とステージ36との距離Lを
検出する周知の位置検出手段46が設けられている。
The engaging means 30 is provided on a stage 36 and is made of a steel rod-shaped member 32 which is deformed by being pressed by stress within its allowable elastic deformation range, and a rod-shaped member penetrating through the rod-shaped member 32. The joint member 34 includes a joint member 34 movably provided along the line 32, a moving unit 38 for moving the joint member 34, and a driving unit 42 for driving the moving unit 38.
Is provided with a well-known position detecting means 46 for detecting a distance L between the joint member 34 and the stage 36.

【0026】上記質量体20には、その中央を上下に貫
通する貫通孔20aが設けられ、その貫通孔20aの平
面形状は質量体20の長手方向に沿う長孔をなし、その
一方の端部が矩形をなし、他端側が半円形をなすととも
にその直径を孔幅として形成されている。
The mass body 20 is provided with a through hole 20a vertically penetrating the center of the mass body 20. The through hole 20a has a planar shape along the longitudinal direction of the mass body 20, and one end thereof. Has a rectangular shape, the other end has a semicircular shape, and the diameter thereof is formed as a hole width.

【0027】また、この貫通孔20aの半円形をなす内
周壁には同径の円形状をなす鋼管20bがその外周面の
半分が固着されて設けられ、この鋼管20aの内外には
貫通孔20bの内部を2分して2つの空間が形成されて
いる。さらに、上記鋼管20bの貫通孔20aの内方に
臨む外周面中央には、上下方向に沿ってスリット20c
が設けられ、上記2つの空間が連通されている。
A semicircular inner peripheral wall of the through hole 20a is provided with a steel pipe 20b having a circular shape and the same diameter, and a half of the outer peripheral surface thereof is fixedly provided. Are divided into two to form two spaces. Further, a slit 20c is formed in the center of the outer peripheral surface facing the inside of the through hole 20a of the steel pipe 20b along the vertical direction.
Is provided, and the two spaces communicate with each other.

【0028】上記鋼管20b内には、タワー16のステ
ージ36から立設された上記係合手段30の棒状部材3
2が挿入され、この棒状部材32に貫通されて上下に移
動可能に形成されたジョイント部材34が設けられてい
る。
In the steel pipe 20b, the rod-shaped member 3 of the engaging means 30 erected from the stage 36 of the tower 16 is provided.
2 is inserted and provided with a joint member 34 penetrated by the rod-shaped member 32 and formed to be vertically movable.

【0029】このジョイント部材34は、ほぼリング状
をなし、その内周部には棒状部材32の外周と摺接して
スライドするためのベアリングが設けられ、ジョイント
部材34の外周面は上記鋼管20bの内周面を摺動す
る。
The joint member 34 has a substantially ring shape, and an inner peripheral portion thereof is provided with a bearing for sliding in contact with the outer periphery of the rod-shaped member 32. The outer peripheral surface of the joint member 34 is formed of the steel pipe 20b. Slide on the inner peripheral surface.

【0030】そして上記ジョイント部材34には、上記
移動手段38との結合部34aが上記鋼管20bに設け
られたスリット20cから延出されて設けられている。
The joint member 34 is provided with a connecting portion 34a for connecting with the moving means 38 extending from a slit 20c provided in the steel pipe 20b.

【0031】また、上記貫通孔20a内の鋼管20bの
外側空間には、その表面に送りネジ機構を構成するネジ
が形成された昇降シャフト38aが、質量体20の上下
端部で回動自在に支持されて設けられるとともに、その
昇降シャフト38aが上方に延出されてその延出部にギ
ア38cが設けられている。
In the outer space of the steel pipe 20b in the through hole 20a, an elevating shaft 38a having a screw forming a feed screw mechanism formed on the surface thereof is rotatable at the upper and lower ends of the mass body 20. In addition to being supported and provided, the elevating shaft 38a is extended upward, and a gear 38c is provided at the extended portion.

【0032】一方、質量体20の上部には、モータ38
bが設けられ、このモータ軸に設けられたギア38dと
上記昇降シャフト38aのギア38cとが噛み合わされ
ている。さらに上記昇降シャフト38aには、この昇降
シャフト38aとともに送りネジ機構をなす昇降体38
eが螺合されている。
On the other hand, a motor 38 is provided above the mass body 20.
b is provided, and a gear 38d provided on the motor shaft is engaged with a gear 38c of the elevating shaft 38a. Further, the elevating shaft 38a has an elevating body 38 which forms a feed screw mechanism together with the elevating shaft 38a.
e is screwed.

【0033】上記昇降体38eは、上記貫通孔20a内
で上記ジョイント部材34の結合部34aと結合されて
一体をなしている。
The elevating body 38e is connected to the connecting portion 34a of the joint member 34 in the through hole 20a to form an integral body.

【0034】即ち、上記移動手段38は、質量体20の
上部に設けられたモータ38bが回転すると、ギア38
c,38dを介して連結された昇降シャフト38aが回
動し、この昇降シャフト38aに螺合された昇降体38
eが貫通孔20aの内周面に沿って昇降する。このと
き、昇降体38eと一体となったジョイント部材34
は、棒状部材32に沿って鋼管20bの内周面に摺動し
つつ昇降し、棒状部材32がジョイント部材34を介し
て質量体20と接触する位置を上下に変更するように形
成されている。
That is, when the motor 38b provided above the mass body 20 rotates, the moving means 38
The elevating shaft 38a connected via c and 38d rotates, and the elevating body 38 screwed to the elevating shaft 38a
e rises and falls along the inner peripheral surface of the through hole 20a. At this time, the joint member 34 integrated with the elevating body 38e
Is formed so as to move up and down while sliding on the inner peripheral surface of the steel pipe 20b along the rod-shaped member 32, and change the position where the rod-shaped member 32 comes into contact with the mass body 20 via the joint member 34 up and down. .

【0035】そして、この移動手段38によって、棒状
部材32の固定部から上記質量体20の応力を受けるジ
ョイント部材34との接触位置までの距離Lを変更し、
棒状部材32のバネ定数を任意の値に変更することがで
きる。
The distance L from the fixed portion of the rod-shaped member 32 to the contact position with the joint member 34 receiving the stress of the mass body 20 is changed by the moving means 38,
The spring constant of the rod-shaped member 32 can be changed to an arbitrary value.

【0036】図6は本実施形態における制振装置18の
同調周波数の制御を示すブロック図を示す。
FIG. 6 is a block diagram showing the control of the tuning frequency of the vibration damping device 18 in this embodiment.

【0037】上記ブレード12の回転数や風速の検出手
段24は、ブレード12と発電機14との間の回転シャ
フトに設けられたエンコーダ等でなり、その検出結果を
逐次上記制御手段26に送信している。
The means 24 for detecting the number of revolutions and wind speed of the blade 12 comprises an encoder or the like provided on a rotating shaft between the blade 12 and the generator 14. The detection results are sequentially transmitted to the control means 26. ing.

【0038】また、上記制御手段26には、検出手段2
4から送られた検出結果に基づいて、ブレード12によ
る強制振動の周波数を算出し、その周波数に制振装置1
8を同調させるべく、上記棒状部材32のたわみ変形に
係わるバネ定数を変更させる。
The control means 26 includes the detection means 2
4, the frequency of the forced vibration by the blade 12 is calculated based on the detection result sent from the
In order to synchronize 8, the spring constant relating to the bending deformation of the rod-shaped member 32 is changed.

【0039】即ち、この実施形態における制振装置18
の制御は、検出手段24でブレード12の回転数及び回
転速度が検出され、その検出結果と検出された風速とが
逐次上記制御手段26に送信される。
That is, the vibration damping device 18 in this embodiment
In this control, the number of rotations and the rotation speed of the blade 12 are detected by the detecting means 24, and the detection result and the detected wind speed are sequentially transmitted to the control means 26.

【0040】また、上記検出手段24とは別にタワー1
6の振動を表すステージ36の振動を検出する振動検出
手段40を設け、この検出手段40の検出結果も逐次上
記制御手段26に送信される。
In addition to the detection means 24, the tower 1
A vibration detecting means 40 for detecting the vibration of the stage 36 representing the vibration of No. 6 is provided.

【0041】さらに、ジョイント部材34の位置検出手
段46からジョイント部材34の位置データが制御手段
26に送信されている。
Further, the position data of the joint member 34 is transmitted from the position detecting means 46 of the joint member 34 to the control means 26.

【0042】制御手段26には、検出手段24および振
動検出手段40から送られた検出結果がインターフェイ
ス44を介して入力され、それらの検出結果に基づい
て、ブレード12の回転や風によるタワー16の強制振
動の周波数が算出され、その算出された周波数に制振装
置18を同調させるべく棒状部材32のバネ定数が算出
される。
The detection results sent from the detection means 24 and the vibration detection means 40 are input to the control means 26 through the interface 44, and based on the detection results, the rotation of the blade 12 and the The frequency of the forced vibration is calculated, and the spring constant of the bar-shaped member 32 is calculated to tune the vibration damping device 18 to the calculated frequency.

【0043】そして、算出したバネ定数で棒状部材32
がたわみ変形するように、制御手段26から駆動手段4
2に制御信号が送信され、上記移動手段38のモータ3
8bを回転させて、ジョイント部材34の位置を位置検
出手段46から送信されるデータと対比しつつジョイン
ト部材34を上下に移動させる。そして、そのジョイン
ト部材34によって棒状部材32と係合された質量体2
0をブレード12による強制振動周波数に同調させて移
動させる。
The rod-shaped member 32 is calculated based on the calculated spring constant.
The driving means 4 is controlled by the control means 26 so that the
2, a control signal is transmitted to the motor 3 of the moving means 38.
8b, the joint member 34 is moved up and down while comparing the position of the joint member 34 with the data transmitted from the position detecting means 46. Then, the mass body 2 engaged with the rod-shaped member 32 by the joint member 34
0 is tuned to the forced vibration frequency of the blade 12 and moved.

【0044】以上の構成による本実施形態の風力発電装
置10にあっては、タワー16に備えた制振装置18
を、ブレード12の回転や風によってタワー16に発生
する振動周波数に同調させるので、随時変化する風速に
対応してブレード12の回転数が変動し、タワー16に
発生する振動周波数が変化しても、その振動周波数に制
振装置18を同調させてタワー16の振動を効果的に抑
えることができる。
In the wind power generator 10 of the present embodiment having the above configuration, the vibration damper 18 provided in the tower 16
Is tuned to the vibration frequency generated in the tower 16 by the rotation of the blade 12 or the wind, so that the rotation frequency of the blade 12 fluctuates according to the wind speed that changes from time to time, and the vibration frequency generated in the tower 16 changes. The vibration of the tower 16 can be effectively suppressed by tuning the vibration damping device 18 to the vibration frequency.

【0045】また、質量体20が移動自在にタワー16
に支持されているので、タワー16の振動に伴って質量
体20が移動することができ、さらにその質量体20と
タワー16とが相当のバネ定数で弾性変形する係合手段
30で係合されているので、タワー16には、係合手段
30の弾性のもとで質量体20の移動により制振を行う
パッシブタイプの制振装置18が形成され、この制振装
置18は、係合手段30のバネ定数を変更することによ
って、同調周波数を可変的に調整することができる。
Further, the mass body 20 can be freely moved.
, The mass body 20 can move with the vibration of the tower 16, and the mass body 20 and the tower 16 are engaged by the engagement means 30 that elastically deforms with a considerable spring constant. Therefore, the tower 16 is formed with a passive type vibration damping device 18 for damping by the movement of the mass body 20 under the elasticity of the engaging means 30. By changing the spring constant of 30, the tuning frequency can be variably adjusted.

【0046】即ち、上記係合手段30を構成してタワー
16に固定されて立設された棒状部材32が移動可能な
ジョイント部材34を介して質量体20と係合している
ので、上記棒状部材32は質量体20とジョイント部材
34によって接触し、質量体20が移動すると、棒状部
材32にはジョイント部材34との接触部に質量体20
による応力が作用する。このとき、弾性変形可能な棒状
部材32はタワー16への固定部を支点とし、質量体2
0からの応力を受けてたわみ変形し、このたわみ変形可
能な範囲で質量体20が移動する。
That is, since the bar-shaped member 32 which is fixed to the tower 16 and constitutes the engaging means 30 is engaged with the mass body 20 via the movable joint member 34, the rod-shaped member 32 is provided. The member 32 contacts the mass body 20 by the joint member 34, and when the mass body 20 moves, the rod-shaped member 32
Is applied. At this time, the elastically deformable rod-shaped member 32 is fixed to the tower 16 as a fulcrum, and the mass 2
The flexure is deformed by receiving a stress from 0, and the mass body 20 moves within a range where the flexure is possible.

【0047】そして、その質量体20の移動により発生
する振動周波数とタワー16の振動周波数とが同調した
ときに、タワー16の振動位相に対して質量体20が遅
れて移動することによって、相互に振動が相殺されてタ
ワー16の振動を抑えることができるパッシブタイプの
制振装置18が形成される。
When the vibration frequency generated by the movement of the mass body 20 and the vibration frequency of the tower 16 are synchronized with each other, the mass body 20 moves with a delay with respect to the vibration phase of the tower 16, so that the two move mutually. The passive type vibration damping device 18 that can suppress the vibration of the tower 16 by canceling the vibration is formed.

【0048】この制振装置18の同調すべき周波数は、
棒状部材32のバネ定数で設定され、このバネ定数は棒
状部材32の固定端とジョイント部材34の接触部との
距離Lによって調整される。そして、上記ジョイント部
材34は棒状部材32に沿って移動可能に形成されてい
るので、タワー16の振動周波数に制振装置18を可変
的に同調させることができる。
The frequency to be tuned by the vibration damping device 18 is
The spring constant is set by the spring constant of the rod-shaped member 32, and the spring constant is adjusted by the distance L between the fixed end of the rod-shaped member 32 and the contact portion of the joint member 34. Further, since the joint member 34 is formed so as to be movable along the rod-shaped member 32, the vibration damping device 18 can be variably tuned to the vibration frequency of the tower 16.

【0049】即ち、風速の変化によってブレード12の
回転による強制振動の周波数が変化しても、バネ定数を
変更して、その周波数に制振蔵置18を可変的に同調さ
せてタワー16の振動を容易に抑えることが可能であ
る。
That is, even if the frequency of the forced vibration caused by the rotation of the blade 12 changes due to a change in the wind speed, the spring constant is changed, and the vibration of the tower 16 is variably tuned to the frequency to reduce the vibration of the tower 16. It can be easily suppressed.

【0050】さらに、ブレード12の回転数を検出する
ので、風によって変動するブレード12の回転数を正確
に把握することができるとともに、その検出した回転数
に応じてジョイント部材34を移動手段38で移動させ
るので、ブレード12の回転によって発生するタワー1
6の強制振動の周波数に制振装置18を正確かつ容易に
同調させることができるとともに、効果良くタワー16
の振動を抑えることができる。
Further, since the rotation speed of the blade 12 is detected, the rotation speed of the blade 12 which fluctuates due to the wind can be accurately grasped, and the joint member 34 is moved by the moving means 38 according to the detected rotation speed. The tower 1 generated by the rotation of the blade 12
6 can be accurately and easily tuned to the frequency of the forced vibration, and the tower 16 can be effectively tuned.
Vibration can be suppressed.

【0051】尚、本実施形態において、制振装置18の
弾性変形可能な係合手段30に鋼製の棒状部材32を用
いた形態を示したが、係合手段30に用いる部材は、こ
れに限らず、例えば板バネ等のように弾性を有し、上記
実施形態のようにバネ定数を容易に変更できるものであ
れば構わず、その材質も鋼に限るものではない。
In the present embodiment, the embodiment in which the steel rod-shaped member 32 is used for the elastically deformable engaging means 30 of the vibration damping device 18 has been described, but the member used for the engaging means 30 is not limited to this. The invention is not limited to this, and any material may be used as long as it has elasticity such as a leaf spring and can easily change the spring constant as in the above embodiment, and the material is not limited to steel.

【0052】また、質量体20の支承体22を積層ゴム
としたが、支承体22はこれに限るものではない。
Although the support 22 of the mass body 20 is made of laminated rubber, the support 22 is not limited to this.

【0053】[0053]

【発明の効果】以上説明したように本発明の請求項1に
示す制振装置を備えた風力発電機にあっては、タワーに
備えた制振装置を、ブレードの回転によって発生する振
動周波数に同調させるので、随時変化する風速に対応し
てブレードの回転数が変動し、タワーに発生する振動周
波数が変化しても、その振動周波数に制振装置を同調さ
せてタワーの振動を効果的に抑えることができる。
As described above, in the wind power generator provided with the vibration damping device according to the first aspect of the present invention, the vibration damping device provided on the tower is adjusted to the vibration frequency generated by the rotation of the blade. Even if the frequency of rotation of the blade fluctuates according to the wind speed that changes from time to time and the vibration frequency generated in the tower changes, the vibration control device is tuned to the vibration frequency to effectively tune the tower vibration. Can be suppressed.

【0054】また、本発明の請求項2に示す制振装置を
備えた風力発電装置にあっては、質量体とタワーとを係
合する係合手段の弾性変形に係わるバネ定数が変更可能
に形成されているので、そのバネ定数を変更することに
よって、同調周波数を可変的に調整することができる。
よって、ブレードの強制振動周波数に制振装置を容易に
同調させてタワーの振動を抑えることが可能である。
In the wind power generator having the vibration damping device according to the second aspect of the present invention, the spring constant relating to the elastic deformation of the engaging means for engaging the mass body and the tower can be changed. Since it is formed, the tuning frequency can be variably adjusted by changing its spring constant.
Therefore, the vibration of the tower can be suppressed by easily tuning the vibration damping device to the forced vibration frequency of the blade.

【0055】更に、本発明の請求項3に示す制振装置を
備えた風力発電装置にあっては、タワーに固定されて弾
性変形可能な棒状部材が移動可能なジョイント部材を介
して質量体と係合しているので、ジョイント部材の位置
を移動させることによって制振装置の同調周波数を可変
的に調整することができ、よって制振装置をタワーの振
動周波数に容易に同調させてタワーの振動を抑えること
ができる。
Further, in the wind power generator having the vibration damping device according to claim 3 of the present invention, the elastically deformable rod-shaped member fixed to the tower is connected to the mass body via the movable joint member. The engagement allows the tuning frequency of the vibration damping device to be variably adjusted by moving the position of the joint member, thereby easily tuning the vibration damping device to the vibration frequency of the tower, and Can be suppressed.

【0056】さらに、本発明の請求項4に示す制振装置
を備えた風力発電装置は、ブレードの回転数を検出する
ので、変動するブレードの回転数を正確に把握すること
ができるとともに、その検出した回転数に応じてジョイ
ント部材を移動手段によって移動させ、タワーに発生す
る強制振動数に制振装置を正確に同調させることがで
き、もって確実かつ効果良くタワーの振動を抑えること
ができる。
Furthermore, since the wind turbine generator having the vibration damping device according to the fourth aspect of the present invention detects the rotation speed of the blade, it can accurately grasp the fluctuating rotation speed of the blade. The joint member is moved by the moving means in accordance with the detected number of rotations, and the vibration damping device can be accurately tuned to the forced frequency generated in the tower, so that the tower vibration can be reliably and effectively suppressed.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の制振装置を備えた風力発電装置の一実
施形態の全体を示す外観図である。
FIG. 1 is an external view showing an entire embodiment of a wind turbine generator provided with a vibration damping device of the present invention.

【図2】本発明の一実施形態を示す風力発電装置に設け
られる制振装置の設置状態を示す説明図である。
FIG. 2 is an explanatory diagram showing an installation state of a vibration damping device provided in a wind turbine generator according to an embodiment of the present invention.

【図3】本発明の一実施形態を示す風力発電装置に設け
られる制振装置の構造を示す平面図である。
FIG. 3 is a plan view illustrating a structure of a vibration damping device provided in the wind turbine generator according to the embodiment of the present invention.

【図4】本発明の一実施形態を示す風力発電装置に設け
られる制振装置の構造を示す側断面図である。
FIG. 4 is a side sectional view showing a structure of a vibration damping device provided in a wind turbine generator according to an embodiment of the present invention.

【図5】本発明の一実施形態を示す風力発電装置に設け
られる制振装置のタワーと質量体との係合手段の詳細平
面図である。
FIG. 5 is a detailed plan view of engagement means between a tower and a mass body of the vibration damping device provided in the wind turbine generator according to the embodiment of the present invention.

【図6】本発明の一実施形態を示す風力発電装置に設け
られる制振装置の制振周波数の制御を示すブロック図で
ある。
FIG. 6 is a block diagram illustrating control of a damping frequency of a damping device provided in the wind turbine generator according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 風力発電装置 12 ブレード 14 発電機 16 タワー 18 制振装置 20 質量体 20a 貫通孔 20b 鋼管 20c スリット 22 支承体 24 検出手段 26 制御手段 28 機構部 30 係合手段 32 棒状部材 34 ジョイント部
材 38 移動手段 38a 昇降シャフ
ト 38b モータ 38c,38d ギ
ア 38e 昇降体 40 振動検出手段
DESCRIPTION OF SYMBOLS 10 Wind power generator 12 Blade 14 Generator 16 Tower 18 Vibration suppression device 20 Mass body 20a Through hole 20b Steel pipe 20c Slit 22 Support body 24 Detecting means 26 Control means 28 Mechanism part 30 Engaging means 32 Rod member 34 Joint member 38 Moving means 38a lifting shaft 38b motor 38c, 38d gear 38e lifting body 40 vibration detecting means

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 風力によって回転するブレードと、該ブ
レードの回転力を駆動源とする発電機と、該ブレードを
所定高さに支持するタワーと、を備えた風力発電装置に
おいて、 該タワーに、上記ブレードの回転や風によって発生する
振動の周波数帯域で制振すべき振動周波数に可変的に同
調して制振する制振装置を設けたことを特徴とする制振
機能を備えた風力発電装置。
1. A wind turbine generator comprising: a blade that is rotated by wind power; a generator that uses a rotational force of the blade as a driving source; and a tower that supports the blade at a predetermined height. A wind power generator having a vibration damping function, wherein a vibration damping device is provided, which variably tunes to a vibration frequency to be damped in a frequency band of vibration generated by the rotation of the blade or wind. .
【請求項2】 上記制振装置は、質量体と、該質量体を
移動自在に支持する支承体と、上記タワーと上記質量体
とを係合する弾性変形可能な係合手段とを備え、該係合
手段がその弾性変形に係わるバネ定数を変更可能に形成
されていることを特徴とする請求項1に記載の制振機能
を備えた風力発電装置。
2. The vibration damping device according to claim 1, further comprising: a mass body; a support body that movably supports the mass body; and an elastically deformable engagement unit that engages the tower with the mass body. The wind power generator having a vibration damping function according to claim 1, wherein the engagement means is formed so as to be able to change a spring constant related to its elastic deformation.
【請求項3】 上記係合手段が、その下端を固定されて
上記タワーに立設される弾性変形可能な棒状部材と、該
棒状部材と上記質量体との間に介在されるジョイント部
材とでなり、該ジョイント部材が上記棒状部材に沿って
移動可能に形成されていることを特徴とする請求項2に
記載の制振機能を備えた風力発電装置。
3. An elastically deformable rod-shaped member, the lower end of which is fixed to the tower, and which is fixed to the tower, and a joint member interposed between the rod-shaped member and the mass body. The wind power generator having a vibration damping function according to claim 2, wherein the joint member is formed so as to be movable along the rod-shaped member.
【請求項4】 上記ジョイント部材を上記棒状部材に沿
って移動させる移動手段と、上記ブレードの回転数を検
出する検出手段と、該検出手段の検出結果に応じて上記
移動手段の移動量を制御する制御手段とを備えたことを
特徴とする請求項3に記載の制振機能を備えた風力発電
装置。
4. A moving means for moving the joint member along the rod-like member, a detecting means for detecting the number of rotations of the blade, and controlling a moving amount of the moving means according to a detection result of the detecting means. The wind power generator having a vibration damping function according to claim 3, further comprising a control unit that performs the control.
JP11196172A 1999-07-09 1999-07-09 Wind power generating device having damping function Pending JP2001020850A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11196172A JP2001020850A (en) 1999-07-09 1999-07-09 Wind power generating device having damping function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11196172A JP2001020850A (en) 1999-07-09 1999-07-09 Wind power generating device having damping function

Publications (1)

Publication Number Publication Date
JP2001020850A true JP2001020850A (en) 2001-01-23

Family

ID=16353407

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11196172A Pending JP2001020850A (en) 1999-07-09 1999-07-09 Wind power generating device having damping function

Country Status (1)

Country Link
JP (1) JP2001020850A (en)

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