JPH10205429A - Construction method of wind power generator - Google Patents
Construction method of wind power generatorInfo
- Publication number
- JPH10205429A JPH10205429A JP9012470A JP1247097A JPH10205429A JP H10205429 A JPH10205429 A JP H10205429A JP 9012470 A JP9012470 A JP 9012470A JP 1247097 A JP1247097 A JP 1247097A JP H10205429 A JPH10205429 A JP H10205429A
- Authority
- JP
- Japan
- Prior art keywords
- tower
- temporary
- generator
- turret
- nacelle
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
- B66C23/207—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided by wind turbines
-
- 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
- F03D13/10—Assembly of wind motors; Arrangements for erecting 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
- F05B2230/00—Manufacture
- F05B2230/60—Assembly methods
-
- 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
- F05B2230/00—Manufacture
- F05B2230/60—Assembly methods
- F05B2230/61—Assembly methods using auxiliary equipment for lifting or holding
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- General Engineering & Computer Science (AREA)
- Wind Motors (AREA)
Abstract
(57)【要約】
【課題】 50mを越える大型風力発電装置を離島また
は山岳地帯でも、高価な設備を使用することなく安価な
コストで建設する。
【解決手段】 クライミングクレーン2を用いて仮設櫓
3を下方から上方へ組立て、組立られた仮設櫓3頂部に
設けられた揚重機構5により発電機収容のナセル6を地
上から上方へ移送し前記仮設櫓3の頂部に仮置き後、前
記仮設櫓3頂部に設けた巻き上げ機構7を用いてタワ−
8を下方から上方へ組立て、組立てられたタワ−8の上
部に前記揚重機構5を用いて発電機収容のナセル6を取
付け、その後、前記クライミングクレーン2を用いて仮
設櫓3を解体した後、ブレード10を取付けることを特
徴とする風力発電装置の建設方法である。
(57) [Problem] To construct a large-scale wind power generator exceeding 50 m even at a remote island or a mountainous area at a low cost without using expensive equipment. A temporary tower 3 is assembled upward from below using a climbing crane 2, and a nacelle 6 containing a generator is transferred upward from the ground by a lifting mechanism 5 provided at the top of the assembled temporary tower 3. After being temporarily placed on the top of the temporary tower 3, the tower is taken up by using the hoisting mechanism 7 provided on the top of the temporary tower 3.
After assembling the tower 8 from below, the nacelle 6 accommodating the generator is mounted on the upper part of the assembled tower 8 using the lifting mechanism 5, and then the temporary turret 3 is dismantled using the climbing crane 2. And a blade 10 attached thereto.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、風力発電装置の建
設方法に関する。The present invention relates to a method for constructing a wind power generator.
【0002】[0002]
【従来の技術】風力発電装置は、地面上に立設されたタ
ワーの上部にブレードと発電機が一体に取付けられた構
造であり、風の強い離島または山岳地にも建設されるこ
とが多い。2. Description of the Related Art A wind power generator has a structure in which a blade and a generator are integrally mounted on an upper part of a tower erected on the ground, and is often constructed on a windy remote island or a mountainous area. .
【0003】この風力発電装置の建設方法の従来技術と
して、特開昭63−124875号公報(従来技術1)
が開示されている。[0003] As a prior art of this method of constructing a wind power generator, Japanese Patent Application Laid-Open No. 63-124875 (prior art 1) is known.
Is disclosed.
【0004】図7(立面図)は、前記従来技術1に開示
された技術で、地面1上に設けられた支持台11にタワ
ー8の中間部を支点軸12で支持し、一方、タワー8の
一端部に発電機を収容したナセル6と、他端部に釣合い
錘13を取り付け、タワー8の中間部を支点として回動
装置14の動力によりタワー8を垂直面内で矢印方向に
回動することにより、少ない動力で風力発電装置を建設
する方法である。尚、10は後工程で取付けられたブレ
ードである。FIG. 7 (elevation view) shows a technique disclosed in the prior art 1 in which an intermediate portion of a tower 8 is supported on a support base 11 provided on the ground 1 by a fulcrum shaft 12, while a tower 11 is provided. A nacelle 6 accommodating a generator at one end and a counterweight 13 at the other end are attached, and the tower 8 is turned in the direction of the arrow in the vertical plane by the power of the rotation device 14 with the middle part of the tower 8 as a fulcrum. This is a method of constructing a wind power generator with a small amount of power. Reference numeral 10 denotes a blade attached in a later step.
【0005】また、他の技術として、大型クレーンを使
用してタワーを順次下方から上方へ組立て、上部に発電
機およびブレードを取付けて建設する方法(従来技術
2)が知られている。[0005] As another technique, there is known a method of assembling a tower in order from a lower part to an upper part by using a large crane and attaching a generator and blades to an upper part (prior art 2).
【0006】[0006]
【発明が解決しようとする課題】しかしながら、前記従
来技術1は、風力発電装置そのものが大出力のものにな
ると、タワーの高さは50m以上と高くなり、また、発
電機およびブレードは大型化し重量が大となるので、垂
直面内での回動のための引起し時にタワーに過大な曲げ
モーメンとが作用し、運転時に作用する強度以上のタワ
ーの構造を強固に製作する必要があり、タワーの製作コ
ストが必要以上に高価となる問題がある。However, according to the prior art 1, when the wind power generator itself has a large output, the height of the tower is increased to 50 m or more, and the generator and the blades are increased in size and weight. When the tower is raised for rotation in a vertical plane, an excessive bending momentum acts on the tower, and it is necessary to firmly manufacture a tower structure that is strong enough to operate during operation. There is a problem that the manufacturing cost of the device is higher than necessary.
【0007】また、大型クレーンを使用する前記従来技
術2は、離島もしくは交通アクセスの不便な山岳地で
は、大型クレーンの搬送上の問題がある。Further, the prior art 2 using a large crane has a problem in transporting a large crane in a remote island or in a mountainous area where traffic access is inconvenient.
【0008】本発明は、安価なコストで、設置地域に限
定されない風力発電装置の建設方法を提供することを目
的とする。An object of the present invention is to provide a method for constructing a wind power generator at a low cost and not limited to an installation area.
【0009】[0009]
【課題を解決するための手段】前述の課題は、クライミ
ングクレーンを用いて仮設櫓を下方から上方へ組立て、
組立られた仮設櫓頂部に設けられた揚重機構により発電
機収容のナセルを地上から上方へ移送し前記仮設櫓の頂
部に仮置き後、前記仮設櫓頂部に設けた巻き上げ機構を
用いてタワ−を下方から上方へ組立て、組立てられたタ
ワ−の上部に前記揚重機構を用いて発電機収容のナセル
を取付け、その後、前記クライミングクレーンを用いて
仮設櫓を解体した後、ブレードを取付けることを特徴と
する風力発電装置の建設方法により解決される。The above object is achieved by assembling a temporary turret from below using a climbing crane,
The nacelle containing the generator is transported upward from the ground by the lifting mechanism provided at the top of the assembled temporary turret, temporarily placed on the top of the temporary turret, and then turned up using the hoisting mechanism provided at the top of the temporary turret. Is assembled from the lower side to the upper side, a nacelle accommodating the generator is mounted on the upper part of the assembled tower using the lifting mechanism, and then the temporary turret is disassembled using the climbing crane, and then the blade is mounted. The problem is solved by the characteristic wind power generator construction method.
【0010】本発明によれば、仮設櫓の組立てに用いら
れるクライミングクレーンは、建築現場で一般的に使用
されているもので安価に入手でき、組立、分解型のクレ
ーンであるから、搬送が容易であるので、搬送コストを
低減させることが可能である。According to the present invention, the climbing crane used for assembling the temporary turret is generally used at the construction site and is available at a low cost. Therefore, the transportation cost can be reduced.
【0011】仮設櫓が完成したら、該仮設櫓の頂部に揚
重機構を設置し、該揚重機構を用いてクライミングクレ
ーンで揚重が不可能な重量物である発電機収容のナセル
を地上から該仮設櫓の上部に運び揚げ、仮置きするの
で、大型クレーンを必要としない。When the temporary turret is completed, a lifting mechanism is installed on the top of the temporary turret, and the nacelle containing the generator, which is a heavy object that cannot be lifted by a climbing crane, using the lifting mechanism is removed from the ground. Since it is carried to the upper part of the temporary turret and temporarily stored, there is no need for a large crane.
【0012】その後、前記仮設櫓の上部に配置した巻き
上げ機構により、タワーのブロックを順次積み上げ接合
しながらタワーを構築するので大型クレーンを必要とせ
ず、またタワーの構造は発電のための風力に耐える強度
の構造でよい。Thereafter, the tower is constructed by sequentially stacking and joining the blocks of the tower by the hoisting mechanism arranged above the temporary tower, so that a large crane is not required, and the structure of the tower withstands the wind force for power generation. A strong structure is sufficient.
【0013】タワーの完成後、タワー上部に発電機収容
のナセルが前記揚重機構で吊りながら取付けられるので
大型クレーンは不要である。After the tower is completed, a nacelle for accommodating a generator is attached to the upper part of the tower while being suspended by the lifting mechanism, so that a large crane is unnecessary.
【0014】さらに、仮設櫓を前記クライミングクレー
ンを用いて解体し、該クライミングクレーンを用いてブ
レードの取付けが行われるので、クライミングクレーン
が多目的に使用される。Further, the temporary turret is dismantled by using the climbing crane, and the blade is mounted by using the climbing crane. Therefore, the climbing crane is used for multiple purposes.
【0015】[0015]
【発明の実施の形態】以下、本発明の風力発電装置の建
設方法について、図面を参照しながら説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a method for constructing a wind turbine generator according to the present invention will be described with reference to the drawings.
【0016】図1〜図2および図4〜図5は、本発明の
風力発電装置の建設方法の工程を示した立面図である。1 and 2 and FIGS. 4 and 5 are elevation views showing steps of a method for constructing a wind turbine generator according to the present invention.
【0017】図1において、1は地面で、該地面1にク
ライミングクレーン2を設置する。前記クライミングク
レーン2は、塔部2aと昇降部2b、機械架台部2cお
よびブーム部2dからなり、塔部2aを自らの機構を使
用して部材を継ぎ足しながら、上昇するクレーンであ
り、建築現場に多用されているものである。In FIG. 1, reference numeral 1 denotes a ground, on which a climbing crane 2 is installed. The climbing crane 2 is composed of a tower 2a, an elevating unit 2b, a mechanical gantry 2c, and a boom 2d. The climbing crane 2 is a crane that ascends while adding members by using its own mechanism. It has been heavily used.
【0018】本発明は、まず、前記クライミングクレー
ン2で、仮設櫓3を組立てる。仮設櫓3は、柱部材3
a、梁材3bおよびブレース材3cで平面視で四角形状
または三角形状に構築され、高さが高くなるに従い、ク
ライミングクレーン2の塔部2aを支持体4で支持させ
ながら構築される。In the present invention, first, the temporary turret 3 is assembled with the climbing crane 2. The temporary tower 3 is a pillar member 3
a, the beam 3b and the brace 3c are constructed in a quadrilateral or triangular shape in plan view, and are constructed while the tower 2a of the climbing crane 2 is supported by the support 4 as the height increases.
【0019】図2において、仮設櫓3が完成したら、該
仮設櫓3の上部に前記クライミングクレーン2でジャッ
キ等の揚重機構5を配置する。In FIG. 2, when the temporary turret 3 is completed, a lifting mechanism 5 such as a jack is placed on the temporary turret 3 by the climbing crane 2.
【0020】その後、前記揚重機構5を用いて、発電機
収容のナセル6を地面1から仮設櫓3の上部に仮置きす
る。Thereafter, the nacelle 6 containing the generator is temporarily placed on the temporary tower 3 from the ground 1 by using the lifting mechanism 5.
【0021】揚重機構5は、リフトアップ型ジャッキと
して建築等の建設業界で広く使用されているものであ
り、また、通常のウィンチを設置しても同様の効果が得
られる。The lifting mechanism 5 is widely used as a lift-up type jack in the construction industry such as construction, and a similar effect can be obtained by installing a normal winch.
【0022】図3は、前記揚重機構5におけるリフトア
ップ型ジャッキの原理を示す側断面図で、5aは高さ方
向に複数の段部が形成された吊りロッドで、長手方向に
分割可能となっている。さらに、5bはタワー3の頂部
に設置される固定部であり、5cは可動部である。シリ
ンダー部aに油圧が作用すると、上方部のチャックbが
吊りロッド5aの段部に係合し、吊りロッド5aは上方
に移動される。FIG. 3 is a side sectional view showing the principle of the lift-up type jack in the lifting mechanism 5. Reference numeral 5a denotes a suspension rod having a plurality of steps formed in the height direction, which can be divided in the longitudinal direction. Has become. Further, 5b is a fixed part installed on the top of the tower 3, and 5c is a movable part. When hydraulic pressure acts on the cylinder portion a, the upper chuck b is engaged with the step of the suspension rod 5a, and the suspension rod 5a is moved upward.
【0023】次に、シリンダー部cに油圧を作用させ、
前記シリンダー部aの油圧を低下させ、上方部のチャッ
クbの係合を解除し、下方部のチャックdを吊りロッド
5aの段部に係合させると、可動部5cのみが下方向へ
移動し、再び、上方部のチャックbが吊りロッド5aの
段部に係合する。以上の動作を繰り返すことにより吊り
ロッド5aは上昇する。従って、吊りロッド5aの下部
にナセル6を係止しておけば、ナセル6を揚重すること
ができる。Next, hydraulic pressure is applied to the cylinder part c,
When the hydraulic pressure of the cylinder portion a is lowered, the engagement of the upper chuck b is released, and the lower chuck d is engaged with the step of the suspension rod 5a, only the movable portion 5c moves downward. Again, the upper chuck b engages the step of the suspension rod 5a. By repeating the above operation, the suspension rod 5a moves up. Therefore, if the nacelle 6 is locked at the lower part of the suspension rod 5a, the nacelle 6 can be lifted.
【0024】尚、ナセルの重量が大となる場合は、前記
の吊りロッド5aに代えて、鋼線をパラレルストランド
状に束ねた吊りワイヤを用いてもよい。その場合、チャ
ック部は油圧締結型のチャックが使用され、これも、橋
梁、建築業界で公知のものである。When the weight of the nacelle becomes large, a suspending wire in which steel wires are bundled in a parallel strand may be used instead of the suspending rod 5a. In this case, a chuck of a hydraulic fastening type is used as the chuck portion, which is also known in the bridge and building industries.
【0025】図4において、ナセル6が仮設櫓3の上部
に仮置きされたら、別に設置された巻き上げ機構7を用
いて、タワー8のブロックを吊り揚げ、横移動させなが
ら、溶接またはボルト接合により組立てる。タワー8は
複数のブロックに分割されているので、小容量の巻き上
げ機構で可能である。また、巻き上げ機構7は、トロリ
ー型のホイストまたは小型のウィンチが使用される。In FIG. 4, when the nacelle 6 is temporarily placed on the upper part of the temporary turret 3, the block of the tower 8 is lifted and laterally moved using a separately installed hoisting mechanism 7 by welding or bolting. Assemble. Since the tower 8 is divided into a plurality of blocks, a small-capacity hoisting mechanism is possible. As the hoisting mechanism 7, a trolley-type hoist or a small winch is used.
【0026】タワー8が完成したら、前記揚重機構5を
用いてナセル6をタワー8の上部に吊り降ろし、固定す
る。When the tower 8 is completed, the nacelle 6 is hung above the tower 8 using the lifting mechanism 5 and fixed.
【0027】図5において、ナセル6のタワー8への取
付けが完了したら、仮設櫓3を前記クライミングクレー
ン2を用いて解体する。In FIG. 5, when the attachment of the nacelle 6 to the tower 8 is completed, the temporary turret 3 is dismantled using the climbing crane 2.
【0028】その際、クライミングクレーン2はタワー
8に別の支持体9で支持させれば、倒れることがない。At this time, if the climbing crane 2 is supported on the tower 8 by another support 9, the climbing crane 2 will not fall down.
【0029】図6は概略図で、図1乃至図4の立面図と
異なり、水平角度で90°位置を変えた方向から図示し
てあり、同図において、仮設櫓3が撤去されたら、ブレ
ード10をクライミングクレーン2を用いて前記ナセル
6に取り付け、風力発電装置が完成する。FIG. 6 is a schematic view, which is different from the elevation views of FIGS. 1 to 4 and is shown from a direction in which the horizontal angle is changed by 90 °. In FIG. 6, when the temporary tower 3 is removed, The blade 10 is attached to the nacelle 6 using the climbing crane 2 to complete the wind power generator.
【0030】[0030]
【発明の効果】本発明は以上であり、タワーは容易に高
層化でき、また、強度を必要以上に上げる必要がないの
で、安価なコストで製作でき、また、大型クレーンも必
要がないので、離島もしくは山岳地等の交通アクセスが
不便な地域でも容易に風力発電装置を建設することがで
き、強いては、風力発電所の建設立地が広域化する利点
がある。The present invention has been described above. The tower can be easily made high-rise, and it is not necessary to increase the strength more than necessary, so that it can be manufactured at a low cost and there is no need for a large crane. It is possible to easily construct a wind power generator even in an area where access to traffic is inconvenient, such as a remote island or a mountainous area.
【図1】本発明の風力発電装置の建設工程を示す立面
図。FIG. 1 is an elevation view showing a construction process of a wind turbine generator of the present invention.
【図2】本発明の風力発電装置の建設工程を示す立面
図。FIG. 2 is an elevation view showing a construction process of the wind turbine generator of the present invention.
【図3】本発明に使用する揚重機構の一例を示す断面
図。FIG. 3 is a sectional view showing an example of a lifting mechanism used in the present invention.
【図4】本発明の風力発電装置の建設工程を示す立面
図。FIG. 4 is an elevation view showing a construction process of the wind turbine generator of the present invention.
【図5】本発明の風力発電装置の建設工程を示す立面
図。FIG. 5 is an elevation view showing a construction process of the wind turbine generator of the present invention.
【図6】本発明の風力発電装置の建設工程を示す立面
図。FIG. 6 is an elevation view showing a construction process of the wind turbine generator of the present invention.
【図7】従来技術1を説明した立面図。FIG. 7 is an elevation view illustrating the related art 1.
1 地面 2 クライミングクレーン 3 仮設櫓 4 支持体 5 揚重機構 6 ナセル 7 巻き上げ機構 8 タワー 9 別の支持体 10 ブレード 11 支持台 12 支点軸 13 釣合い錘 14 回動装置 DESCRIPTION OF SYMBOLS 1 Ground 2 Climbing crane 3 Temporary turret 4 Support 5 Lifting mechanism 6 Nacelle 7 Hoisting mechanism 8 Tower 9 Separate support 10 Blade 11 Support stand 12 Support shaft 13 Counterweight 14 Rotating device
Claims (1)
下方から上方へ組立て、組立られた仮設櫓頂部に設けら
れた揚重機構により発電機収容のナセルを地上から上方
へ移送し前記仮設櫓の頂部に仮置き後、前記仮設櫓頂部
に設けた巻き上げ機構を用いてタワ−を下方から上方へ
組立て、組立てられたタワ−の上部に前記揚重機構を用
いて発電機収容のナセルを取付け、その後、前記クライ
ミングクレーンを用いて仮設櫓を解体した後、ブレード
を取付けることを特徴とする風力発電装置の建設方法。1. A temporary turret is assembled upward from below using a climbing crane, and a nacelle containing a generator is transferred upward from the ground by a lifting mechanism provided at the top of the assembled temporary turret. After the temporary placement, the tower is assembled upward from below using the winding mechanism provided at the top of the temporary tower, and the nacelle accommodating the generator is attached to the upper part of the assembled tower using the lifting mechanism. And disassembling the temporary turret by using the climbing crane and attaching a blade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP01247097A JP3700306B2 (en) | 1997-01-27 | 1997-01-27 | Wind power generator construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP01247097A JP3700306B2 (en) | 1997-01-27 | 1997-01-27 | Wind power generator construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10205429A true JPH10205429A (en) | 1998-08-04 |
| JP3700306B2 JP3700306B2 (en) | 2005-09-28 |
Family
ID=11806266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP01247097A Expired - Lifetime JP3700306B2 (en) | 1997-01-27 | 1997-01-27 | Wind power generator construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3700306B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008196501A (en) * | 2003-02-10 | 2008-08-28 | Aloys Wobben | Rotor blade for wind power turbine |
| US7708523B2 (en) | 2004-05-10 | 2010-05-04 | Mitsubishi Heavy Industries, Ltd. | Wind turbine blade assembly and method of installing the same on tower |
| EP2715115B1 (en) * | 2011-05-27 | 2017-11-15 | Max Bögl Wind AG | Method for constructing a wind turbine |
| CN110805528A (en) * | 2019-11-15 | 2020-02-18 | 中天科技集团海洋工程有限公司 | Lifting process of impeller type fan |
| US10865078B1 (en) * | 2017-07-27 | 2020-12-15 | S&LAccess Systems AB | Lifting assembly for elevating components to a wind turbine and a method for using the lifting assembly |
| CN112093689A (en) * | 2020-09-18 | 2020-12-18 | 华电郑州机械设计研究院有限公司 | Construction process suitable for low-power wind power construction and potential development in offshore area |
| CN113387281A (en) * | 2021-06-25 | 2021-09-14 | 中建一局集团建设发展有限公司 | Alternate conversion attachment system of externally attached tower crane and construction method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101306031B1 (en) * | 2012-01-13 | 2013-09-12 | (주)에스렌탈산업 | Establishment method for wind power electric generator and device thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5162222U (en) * | 1974-11-11 | 1976-05-17 | ||
| JPS56143369A (en) * | 1980-04-07 | 1981-11-09 | Agency Of Ind Science & Technol | Wind force prime mover using propeller |
| JPS6088768A (en) * | 1983-10-21 | 1985-05-18 | 東京電力株式会社 | Iron tower abutment constructing method and apparatus |
| JPH04153460A (en) * | 1990-10-17 | 1992-05-26 | Mitsubishi Heavy Ind Ltd | Building construction methods and equipment |
| JPH0782799A (en) * | 1993-09-13 | 1995-03-28 | Mitsubishi Heavy Ind Ltd | Method and apparatus for erecting towerlike structure |
| JPH08333898A (en) * | 1995-06-08 | 1996-12-17 | Takenaka Komuten Co Ltd | Trestle for vertically and horizontally conveying building blocks |
-
1997
- 1997-01-27 JP JP01247097A patent/JP3700306B2/en not_active Expired - Lifetime
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5162222U (en) * | 1974-11-11 | 1976-05-17 | ||
| JPS56143369A (en) * | 1980-04-07 | 1981-11-09 | Agency Of Ind Science & Technol | Wind force prime mover using propeller |
| JPS6088768A (en) * | 1983-10-21 | 1985-05-18 | 東京電力株式会社 | Iron tower abutment constructing method and apparatus |
| JPH04153460A (en) * | 1990-10-17 | 1992-05-26 | Mitsubishi Heavy Ind Ltd | Building construction methods and equipment |
| JPH0782799A (en) * | 1993-09-13 | 1995-03-28 | Mitsubishi Heavy Ind Ltd | Method and apparatus for erecting towerlike structure |
| JPH08333898A (en) * | 1995-06-08 | 1996-12-17 | Takenaka Komuten Co Ltd | Trestle for vertically and horizontally conveying building blocks |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008196501A (en) * | 2003-02-10 | 2008-08-28 | Aloys Wobben | Rotor blade for wind power turbine |
| US7708523B2 (en) | 2004-05-10 | 2010-05-04 | Mitsubishi Heavy Industries, Ltd. | Wind turbine blade assembly and method of installing the same on tower |
| EP2715115B1 (en) * | 2011-05-27 | 2017-11-15 | Max Bögl Wind AG | Method for constructing a wind turbine |
| US10865078B1 (en) * | 2017-07-27 | 2020-12-15 | S&LAccess Systems AB | Lifting assembly for elevating components to a wind turbine and a method for using the lifting assembly |
| CN110805528A (en) * | 2019-11-15 | 2020-02-18 | 中天科技集团海洋工程有限公司 | Lifting process of impeller type fan |
| CN110805528B (en) * | 2019-11-15 | 2020-07-31 | 中天科技集团海洋工程有限公司 | Lifting process of impeller type fan |
| CN112093689A (en) * | 2020-09-18 | 2020-12-18 | 华电郑州机械设计研究院有限公司 | Construction process suitable for low-power wind power construction and potential development in offshore area |
| CN113387281A (en) * | 2021-06-25 | 2021-09-14 | 中建一局集团建设发展有限公司 | Alternate conversion attachment system of externally attached tower crane and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3700306B2 (en) | 2005-09-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH1182285A (en) | Construction method of wind power generator, climbing crane device and maintenance method using the same | |
| EP2374966B1 (en) | Method of building a hybrid tower for a wind generator | |
| DK2715113T3 (en) | METHOD FOR SETTING UP, MAINTAINING AND DISASSEMBLING A WIND TURBINE | |
| JP4701047B2 (en) | Wind power tower construction method | |
| CN113966435A (en) | Wind driven generator mounting and dismounting device and construction method using same | |
| CN110944928A (en) | Lift assembly for lifting components to a wind turbine and method of use | |
| US10815687B2 (en) | Wind turbine assembly system and associated method | |
| CN101670985B (en) | Electric transmission line iron tower erection tower crane with flexible base and flexible adhesion | |
| JP2002147340A (en) | Wind turbine generator installation method and wind turbine generator | |
| JPH10205429A (en) | Construction method of wind power generator | |
| JPH10205430A (en) | Construction method of wind power generator | |
| CN109072866B (en) | Method of lifting a component of a multi-rotor wind turbine | |
| CN114856922A (en) | Device for mounting wind power generation fan and tower drum and construction method thereof | |
| JP7475682B2 (en) | Dismantling method for offshore tower-type wind power generation equipment | |
| JP3905103B2 (en) | Tower-like building erection method and erection device | |
| CN112110349B (en) | Self-hoisting tower structure special for wind power and application method thereof | |
| JP2009286531A (en) | Dismantling method of tower crane | |
| JPH05286694A (en) | Construction method and crane for assembling external type steel tower | |
| CN120513345A (en) | Lifting system for wind turbine assembly systems and related lifting method | |
| JP4722630B2 (en) | Method for constructing tower structure and slip foam apparatus used in the method | |
| JP3532161B2 (en) | Tower construction machine and tower construction method | |
| JP2003343094A (en) | How to dismantle tower-like structures | |
| JP4243574B2 (en) | Tower-like structure dismantling apparatus and dismantling method thereof | |
| JP7555840B2 (en) | Tower crane transport unit and tower crane transport method | |
| JP2022175883A (en) | Method of dismantling windmill, method of assembling windmill and windmill construction pedestal |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20050621 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20050704 |
|
| R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080722 Year of fee payment: 3 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080722 Year of fee payment: 3 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080722 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090722 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090722 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100722 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100722 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110722 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120722 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120722 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130722 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130722 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140722 Year of fee payment: 9 |
|
| EXPY | Cancellation because of completion of term |