JP2001254668A - Device and method for assembling wind power generation tower - Google Patents
Device and method for assembling wind power generation towerInfo
- Publication number
- JP2001254668A JP2001254668A JP2000065318A JP2000065318A JP2001254668A JP 2001254668 A JP2001254668 A JP 2001254668A JP 2000065318 A JP2000065318 A JP 2000065318A JP 2000065318 A JP2000065318 A JP 2000065318A JP 2001254668 A JP2001254668 A JP 2001254668A
- Authority
- JP
- Japan
- Prior art keywords
- tower
- unit
- column
- tower unit
- lifting
- 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
- 238000000034 method Methods 0.000 title claims abstract description 26
- 238000010248 power generation Methods 0.000 title claims abstract description 22
- 238000010276 construction Methods 0.000 claims description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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
- F03D13/10—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)
- 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)
- Movable Scaffolding (AREA)
- Wind Motors (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、風力発電設備の
タワーを組み立てるための装置と、この装置を用いてタ
ワーを組み立てる方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for assembling a tower of a wind power generation facility, and a method for assembling a tower using the apparatus.
【0002】[0002]
【従来の技術】風力発電設備は、例えば、高さ約30m
のタワーと、タワーの上端に設置されるナセルと称され
る機構部と、ナセルの先端に取り付けられるブレードと
を主要な構成要素とする。タワーは、上、中、下の3つ
のタワーユニットを下から順次上へ接続して組み立てら
れる。タワーの組立後、ブレード付きのナセルがタワー
の上端に取り付けられる。従来は、タワーの基礎付近に
設置されたクレーンで部材を吊り上げて上記の組立作業
が行われている。2. Description of the Related Art A wind power generation facility is, for example, about 30 m high.
, A mechanism called a nacelle installed at the upper end of the tower, and a blade attached to the tip of the nacelle are main components. The tower is assembled by connecting three tower units, upper, middle, and lower, from bottom to top. After the tower is assembled, a nacelle with blades is attached to the top of the tower. Conventionally, the above-mentioned assembling work is performed by lifting a member with a crane installed near the foundation of the tower.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、風力発
電設備の建設場所によっては、大型のクレーンを搬入す
るのに大きな困難を伴うことがある。従って、本発明
は、大型クレーンを用いずに風力発電設備のタワーを組
み立てることができる装置と、これを用いた組立方法を
提供することを目的としている。However, depending on the construction site of the wind power generation facility, it may be very difficult to carry a large crane. Therefore, an object of the present invention is to provide an apparatus capable of assembling a tower of a wind power generation facility without using a large crane, and an assembling method using the same.
【0004】[0004]
【課題を解決するための手段】本発明においては、タワ
ー建設用の基礎を挟み、地上に左右一対のせり上げ装置
を定置し、左右一対の柱体の上端間を横桁で接続して成
る門型架構の柱体の下部を夫々せり上げ装置に支持す
る。横桁に係止された滑車に掛けられた吊り上げ用ロー
プをウインチで巻き上げてタワーユニットを基礎上に立
ち上げる。せり上げ装置には、地上に定置される架台
と、この架台に対する柱体の垂直昇降を案内するガイド
部材と、柱体をせり上げるべく柱体の下部に接続、離脱
自在の昇降機構とを具備させる。地上からせり上げた柱
体の下端へユニット柱を接続することにより、次々と柱
体を上方へ伸ばし、順次上部のタワーユニットを下部の
タワーユニット上へ立ち上げる。門型架構をせり上げ装
置で順次せり上げて下方へユニット柱を継ぎ足しつつ、
この門型架構の滑車に掛けられた吊り上げロープをウイ
ンチで巻き上げ、これでタワーユニットを順次上方へ組
み上げていくので、大型のクレーンを用いずに、効率的
にタワーを建設することができる。又は、門型架構に上
部タワーユニットを吊ってせり上げ、その下方へ中間タ
ワーユニットを立て、その上部へ上部タワーユニットを
吊り降ろして両者を接続し、次いで、これら上部タワー
ユニット及び中間タワーユニットを門型架構に吊ってせ
り上げ、その下方へ下部タワーユニットを立てて定置
し、その上部へ上部タワーユニット及び中間タワーユニ
ットを吊り降ろして中間タワーユニットの下部を下部タ
ワーユニットの上部へ接続することができる。According to the present invention, a pair of right and left lifting devices are fixedly mounted on the ground with a foundation for tower construction therebetween, and upper ends of the pair of right and left columns are connected by a horizontal beam. The lower part of the pillar of the portal frame is supported by the lifting device. The hoisting rope hung on the pulley locked by the cross beam is wound up with a winch, and the tower unit is set up on the foundation. The lifting device includes a gantry fixed on the ground, a guide member for guiding the vertical movement of the column relative to the gantry, and a lifting mechanism that can be connected to and detached from the lower portion of the column to lift the column. Let it. By connecting the unit pillars to the lower ends of the pillars raised from the ground, the pillars are extended one after another, and the upper tower unit is sequentially raised on the lower tower unit. While raising the portal frame sequentially with the lifting device and adding unit columns downward,
The hoisting rope hung on the pulley of the portal frame is wound up by a winch, and the tower units are sequentially assembled upward, so that the tower can be efficiently constructed without using a large crane. Alternatively, the upper tower unit is hung up on the portal frame, an intermediate tower unit is erected below, the upper tower unit is hung above the upper tower unit to connect them, and then the upper tower unit and the intermediate tower unit are connected. Hanging on a portal frame, raising and lowering the lower tower unit below it, placing the upper tower unit and intermediate tower unit above it, and connecting the lower part of the intermediate tower unit to the upper part of the lower tower unit Can be.
【0005】[0005]
【発明の実施の形態】図面を参照して本発明の実施形態
を説明する。図1乃至図11は本発明に係る組立装置を
用いて風力発電設備のタワーを組み立てる工程を順を追
って示すもので、図1乃至図4の(A)は正面図、
(B)は側面図、図5は正面図、図6(A)は正面図、
(B)は側面図、図7乃至図11は正面図、図12はせ
り上げ装置の正面図、図13はせり上げ装置の架台の概
略的分解斜視図、図14はせり上げ枠角隅部の平面図、
図15は門型架構上部の滑車の説明図である。Embodiments of the present invention will be described with reference to the drawings. 1 to 11 show steps of assembling a tower of a wind power generation facility using an assembling apparatus according to the present invention in order, and FIGS. 1 to 4A are front views,
(B) is a side view, FIG. 5 is a front view, FIG. 6 (A) is a front view,
(B) is a side view, FIGS. 7 to 11 are front views, FIG. 12 is a front view of a lifting device, FIG. 13 is a schematic exploded perspective view of a mount of the lifting device, and FIG. 14 is a corner of a lifting frame. Plan view of the
FIG. 15 is an explanatory diagram of a pulley at the top of a portal frame.
【0006】タワーの組立方法を説明し、併せて組立装
置の構造を明らかにする。図3に示すように、組立装置
1は、タワー建設用基礎を挟んで地上に定置された左右
一対のせり上げ装置2と、このせり上げ装置2によって
次々と上方へせり上げられる門型架構3と、門型架構3
の滑車4に掛けられた吊り上げ用ロープ5をウインチ6
で巻き上げて、タワーユニットT1,T2,T3(図1
2)を基礎上に立ち上げる吊り上げ装置7とを具備す
る。A method of assembling a tower will be described, and the structure of an assembling apparatus will be clarified. As shown in FIG. 3, the assembling apparatus 1 includes a pair of left and right lifting devices 2 fixed on the ground with a tower construction foundation interposed therebetween, and a portal frame 3 that is sequentially lifted upward by the lifting devices 2. And portal frame 3
The lifting rope 5 hung on the pulley 4
, And the tower units T1, T2, T3 (FIG. 1)
And 2) a hoisting device 7 for starting up on the foundation.
【0007】門型架構3は、下部を夫々せり上げ装置2
に支持される左右一対の柱体8と、柱体8の上端間を接
続する横桁9と、柱体8の上端から横桁9に直角に水平
に延出する片持ち梁10とを具備する。柱体8は、実施
例において長さ4mの方形筒型のユニット柱8a,8
b,8c・・・を上下に複数接続して成る。[0007] The portal frame 3 is provided with a lifting device
A pair of left and right pillars 8 supported by the column, a cross beam 9 connecting the upper ends of the pillars 8, and a cantilever 10 extending horizontally from the upper end of the column 8 at right angles to the cross beam 9. I do. In the embodiment, the column 8 is a unit column 8a, 8 of a square cylindrical shape having a length of 4 m.
.., 8c...
【0008】図1、図12に示すように、実施例におい
て高さ8mのせり上げ装置2は、地上に定置される架台
11と、この架台11に対する柱体8の垂直昇降を案内
するガイド枠12と、柱体8をせり上げるべく柱体8の
下部に接続、離脱自在の昇降機構13とを具備する。As shown in FIGS. 1 and 12, in the embodiment, a lifting device 2 having a height of 8 m is provided with a gantry 11 fixed on the ground and a guide frame for guiding the vertical movement of the column 8 with respect to the gantry 11. 12 and an elevating mechanism 13 which can be connected to and detached from the lower part of the column 8 in order to lift the column 8.
【0009】図1、図12、図13に示すように、架台
11は、下部架台14と、上部架台15とから成り、上
下に柱体8を貫通させる空間を有する。下部架台14
は、左右一対の側方架台14a,14aから成り、上部
架台15は、側方架台14a,14a上に渡しかけて固
定されている。上部架台15は、方形筒型であり、4隅
には角材のガイド柱15aがあり、これが左右側方架台
14a,14aの各2隅に設けられた角材のガイド柱1
4bと上下に結合されている。As shown in FIGS. 1, 12, and 13, the gantry 11 includes a lower gantry 14 and an upper gantry 15, and has a space vertically above and below which the column 8 penetrates. Lower frame 14
Is composed of a pair of left and right side mounts 14a, 14a, and the upper mount 15 is fixed across the side mounts 14a, 14a. The upper gantry 15 has a rectangular cylindrical shape, and has square guide rods 15a at four corners, which are provided at two corners of the left and right side mounts 14a, 14a.
4b.
【0010】ガイド枠12は、方形体で、柱体8の外を
包囲し、それを上下動自在に支持することができる。ガ
イド枠12は、例えば4隅の内側にローラを備えるもの
とし、ローラを柱体8の外角隅に上下方向に転動させる
構成とすることができる。The guide frame 12 has a rectangular shape and surrounds the outside of the column 8, and can support the column 8 so as to be vertically movable. The guide frame 12 includes, for example, rollers inside the four corners, and may be configured to roll the rollers vertically at the outer corners of the column body 8.
【0011】昇降機構13は、柱体8を構成する各ユニ
ット柱8a,8b・・・の下端部に対して結合、離脱自
在のせり上げ枠16と、せり上げ用の油圧シリンダ17
と、せり上げ枠16と油圧シリンダ17との間に掛けら
れたロープ18とを具備する。油圧方式に代えてワイヤ
セミ方式とすることもできる。図12、図14に示すよ
うに、せり上げ枠16は、方形体で、4隅の外側にロー
ラ16aを備え、柱体8の外側を包囲する。せり上げ枠
16は、ローラ16aを架台14のガイド柱14bに沿
って転動させることによって上下動することができ、ま
た油圧シリンダ16bのロッド16cを抜き差しするこ
とによって柱体8の下部に結合したり離脱したりするこ
とができる。The lifting mechanism 13 comprises a lifting frame 16 which can be connected to and detached from the lower ends of the unit columns 8a, 8b... Constituting the column 8, and a hydraulic cylinder 17 for lifting.
And a rope 18 hung between the lifting frame 16 and the hydraulic cylinder 17. A wire semi system may be used instead of the hydraulic system. As shown in FIGS. 12 and 14, the lifting frame 16 has a rectangular shape, is provided with rollers 16 a outside the four corners, and surrounds the outside of the column 8. The lifting frame 16 can be moved up and down by rolling the roller 16a along the guide column 14b of the gantry 14, and is connected to the lower portion of the column 8 by inserting and removing the rod 16c of the hydraulic cylinder 16b. And can be removed.
【0012】図1に示すように、タワーの基礎を挟んで
左右両側の地上に、せり上げ装置2を定置する。せり上
げ装置2の設置作業は、付近に設置した台棒と称される
小型クレーン31を用いて行う。As shown in FIG. 1, a lifting device 2 is placed on the ground on both the left and right sides of the tower foundation. The installation work of the lifting device 2 is performed using a small crane 31 called a bar installed in the vicinity.
【0013】図2において、2本のユニット柱8a,8
bを接続して成る柱体8がせり上げ装置2内に立ち上げ
られている。上方のユニット柱8aの上端には、片持ち
梁10が水平に取り付けられている。下方のユニット柱
8bの下端には、せり上げ枠16が結合され、油圧シリ
ンダ17とロープ18又はチェーンでせり上げられてい
る。ユニット柱8bの下方の空間に図3に示すように、
新たなユニット柱8cが挿入され、結合される。In FIG. 2, two unit columns 8a, 8
A column 8 formed by connecting b is raised in the lifting device 2. A cantilever 10 is horizontally attached to the upper end of the upper unit column 8a. A lifting frame 16 is connected to the lower end of the lower unit column 8b, and is lifted by a hydraulic cylinder 17 and a rope 18 or a chain. As shown in FIG. 3 in the space below the unit column 8b,
A new unit column 8c is inserted and joined.
【0014】図3において、ユニット柱8a,8b,8
cを接続して成る左右の柱体8,8の上端間に、横桁9
が掛け渡されて固定され、門型架構3が組み立てられ
る。横桁9には、吊り上げ用の滑車4が係止され、ロー
プ5が掛けられる。5aは吊り具である。In FIG. 3, unit columns 8a, 8b, 8
c between the upper ends of the left and right pillars 8, 8 formed by connecting
Is bridged and fixed, and the portal frame 3 is assembled. The horizontal pulley 9 is engaged with a pulley 4 for lifting, and a rope 5 is hung thereon. 5a is a hanging tool.
【0015】図4において、吊り上げ装置7で機構部N
を吊り上げ、横桁9の下に仮に吊り止めした後、図5に
おいて、吊り上げ装置7で下部タワーユニットT1を吊
り上げて基礎上に固定する。次いで、図6において、柱
体8をせり上げ、図7のように、下部に新たなユニット
柱8d、8e,8fを継ぎ足し、吊り上げ装置7で中間
タワーユニットT2を吊り上げて下部タワーユニットT
1上に固定する。次いで、図8において、中間タワーユ
ニットT2の上端部と柱体8との間をタワーガイド19
で接続支持し、同様に、柱体8をせり上げ、下部に新た
なユニット柱8g、8hを継ぎ足す。タワーガイド19
は、タワーユニットT2に結合される支持部19aと、
柱体8の途上を相対昇降自在に包囲して支持するガイド
部19bとを備える。次いで、図9において、吊り上げ
装置7で上部タワーユニットT3を吊り上げて中間タワ
ーユニットT2上に固定する。In FIG. 4, the lifting device 7 is
After temporarily suspending the lower tower unit T1 under the cross beam 9, in FIG. 5, the lower tower unit T1 is lifted by the lifting device 7 and fixed on the foundation. Next, in FIG. 6, the column body 8 is lifted, and as shown in FIG. 7, new unit columns 8d, 8e, 8f are added to the lower portion, and the lifting device 7 lifts the intermediate tower unit T2 to lift the lower tower unit T2.
1 on top. Next, in FIG. 8, a tower guide 19 is provided between the upper end portion of the intermediate tower unit T2 and the column body 8.
Similarly, the column body 8 is lifted up, and new unit columns 8g and 8h are added to the lower part. Tower Guide 19
A support 19a coupled to the tower unit T2;
And a guide portion 19b that surrounds and supports the way of the column body 8 so as to be movable up and down relatively. Next, in FIG. 9, the upper tower unit T3 is lifted by the lifting device 7 and fixed on the intermediate tower unit T2.
【0016】タワーユニットT2,T3の吊り上げ作業
において、下方に既に設置されている他のタワーユニッ
トT1又はT2を避けるため、図15に示すように、片
持ち梁10に係止された引き込み用滑車20a,20b
と引き込み用ロープ21が用いられる。引き込み用ロー
プ21は、引き込み用滑車20a,20bに中間が掛け
られ、先端に制御用滑車22が係止され、他端側が図示
しない地上の引き込み用ウインチに巻かれている。既に
基礎上に立ち上がっているタワーユニットT1又はT2
の側方位置から他のタワーユニットT2又はT3を吊り
上げ、引き込み用ロープ21の繰り出し、巻き上げの調
整により、吊り上げたタワーユニットT2又はT3を下
方のタワーユニットT1又はT2上へ配置することがで
きる。In the lifting operation of the tower units T2 and T3, as shown in FIG. 15, a pulley for pulling in which the cantilever 10 is engaged in order to avoid another tower unit T1 or T2 already installed below. 20a, 20b
And a pull-in rope 21 are used. The pull-in rope 21 has an intermediate portion hung on the pull-in pulleys 20a and 20b, a control pulley 22 is locked at a leading end, and the other end is wound around a pull-in winch (not shown) on the ground. Tower unit T1 or T2 already standing on the foundation
The other tower unit T2 or T3 can be lifted from the side position, and the pull-in rope 21 can be extended and wound to adjust the lifted tower unit T2 or T3 on the lower tower unit T1 or T2.
【0017】タワーTが組上がった後、図10のよう
に、横桁3に吊り止めてあった機構部Nを降ろして上部
タワーユニットT3上へ取り付ける。また、柱体8に台
棒32を取り付け、これを利用してブレードBを吊り上
げ、機構部Nに取り付ける。そして、台棒32を利用し
て順次上方から門型架構を分解して吊り降ろし、図11
の風力発電設備が完成する。After the tower T is assembled, as shown in FIG. 10, the mechanism N suspended from the cross beam 3 is lowered and mounted on the upper tower unit T3. In addition, the bar 32 is attached to the column 8, and the blade B is lifted by using this, and attached to the mechanism N. Then, the gate-shaped frame is sequentially disassembled and suspended from above using the bar 32, and FIG.
Wind power facilities are completed.
【0018】図16乃至図21は他の実施形態のタワー
の組立方法を順を追って示す概略的正面図である。この
実施形態では、図4に示す状態以降の作業手順が異な
る。即ち、図16に示すように、まず上部タワーユニッ
トT3を立ち上げる。次いで、図17に示すように、上
部タワーユニットT3の上端に機構部Nを接続する。こ
れらの作業は吊り上げ装置7を用いて行うことができ
る。次いで、図18に示すように、柱体8をせり上げ、
下部に新たなユニット柱8d、8eを継ぎ足して、上部
タワーユニットT3を吊りながら門型架構3を所定高さ
にする。次いで、図19に示すように、下方へ中間タワ
ーユニットT2を立ち上げる。このとき例えば滑車4に
掛けられた吊り上げロープ5を用いることができる。せ
り上げ装置2を用いて、門型架構3もろとも上部タワー
ユニットT3せり上げておき、中間タワーユニットT2
上へ上部タワーユニットT3を吊り降ろして両者を接続
する。次いで、図20に示すように、柱体8をせり上
げ、下部に新たなユニット柱8f,8g,8hを継ぎ足
して、タワーユニットT3,T2を吊りながら門型架構
3を所定高さにする。次いで、図21に示すように、下
方へ下部タワーユニットT1を立ち上げて基礎上に定置
する。せり上げ装置2を用いて、門型架構3もろともタ
ワーユニットT3,T2せり上げておき、下部タワーユ
ニットT1上へ中間タワーユニットT2を吊り降ろして
両者を接続する。なお、上記説明では、ナセルと称され
る機構部とタワーユニットとを区別したが、これは説明
の便のためであって、広義には、機構部もタワーユニッ
トに包含されるものである。FIGS. 16 to 21 are schematic front views sequentially showing a method of assembling a tower according to another embodiment. In this embodiment, the operation procedure after the state shown in FIG. 4 is different. That is, as shown in FIG. 16, first, the upper tower unit T3 is started up. Next, as shown in FIG. 17, the mechanical section N is connected to the upper end of the upper tower unit T3. These operations can be performed using the lifting device 7. Next, as shown in FIG.
New unit columns 8d and 8e are added to the lower part, and the portal frame 3 is set to a predetermined height while suspending the upper tower unit T3. Next, as shown in FIG. 19, the intermediate tower unit T2 is started downward. At this time, for example, a lifting rope 5 hung on a pulley 4 can be used. Using the lifting device 2, the upper tower unit T3 is lifted together with the portal frame 3, and the intermediate tower unit T2 is lifted.
The upper tower unit T3 is suspended from above and connected to each other. Next, as shown in FIG. 20, the column body 8 is lifted, new unit columns 8f, 8g, and 8h are added to the lower part, and the gate-type frame 3 is set to a predetermined height while suspending the tower units T3 and T2. Next, as shown in FIG. 21, the lower tower unit T1 is raised downward and fixed on the foundation. The tower units T3 and T2 are lifted together with the portal frame 3 using the lifting device 2, and the intermediate tower unit T2 is suspended from the lower tower unit T1 to connect them. In the above description, a mechanism unit called a nacelle and a tower unit are distinguished, but this is for convenience of explanation, and in a broad sense, the mechanism unit is also included in the tower unit.
【0019】[0019]
【発明の効果】以上のように、本発明においては、大型
クレーンを用いずに風力発電設備のタワーを組み立てる
ことができるという効果を有する。As described above, the present invention has an effect that a tower of a wind power generation facility can be assembled without using a large crane.
【図1】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示すもので、(A)は正面図、
(B)は側面図である。FIG. 1 shows a step-by-step process of assembling a tower of a wind power generation facility using an assembling apparatus, wherein (A) is a front view,
(B) is a side view.
【図2】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示すもので、(A)は正面図、
(B)は側面図である。FIGS. 2A and 2B sequentially show a process of assembling a tower of a wind power generation facility using an assembling apparatus, wherein FIG.
(B) is a side view.
【図3】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示すもので、(A)は正面図、
(B)は側面図である。FIGS. 3A and 3B sequentially show a process of assembling a tower of a wind power generation facility using an assembling apparatus, wherein FIG.
(B) is a side view.
【図4】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示すもので、(A)は正面図、
(B)は側面図である。4A and 4B show a step-by-step process of assembling a tower of a wind power generation facility using an assembling apparatus, wherein FIG.
(B) is a side view.
【図5】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示す正面図である。FIG. 5 is a front view showing a process of assembling a tower of a wind power generation facility using the assembling apparatus in order.
【図6】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示すもので、(A)は正面図、
(B)は側面図である。6A and 6B show a step-by-step process of assembling a tower of a wind power generation facility using an assembling apparatus, wherein FIG.
(B) is a side view.
【図7】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示す正面図である。FIG. 7 is a front view sequentially showing a process of assembling a tower of a wind power generation facility using an assembling apparatus.
【図8】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示す正面図である。FIG. 8 is a front view illustrating a process of assembling a tower of a wind power generation facility using the assembling apparatus in order.
【図9】組立装置を用いて風力発電設備のタワーを組み
立てる工程を順を追って示す正面図である。FIG. 9 is a front view illustrating a process of assembling a tower of a wind power generation facility using the assembling apparatus in order.
【図10】組立装置を用いて風力発電設備のタワーを組
み立てる工程を順を追って示す正面図である。FIG. 10 is a front view sequentially showing a process of assembling a tower of a wind power generation facility using an assembling apparatus.
【図11】組立装置を用いて風力発電設備のタワーを組
み立てる工程を順を追って示す正面図である。FIG. 11 is a front view sequentially showing a process of assembling a tower of a wind power generation facility using an assembling apparatus.
【図12】せり上げ装置の正面図である。FIG. 12 is a front view of the lifting device.
【図13】せり上げ装置の架台の概略的分解斜視図であ
る。FIG. 13 is a schematic exploded perspective view of a mount of the lifting device.
【図14】せり上げ枠角隅部の平面図である。FIG. 14 is a plan view of a corner of a lifting frame.
【図15】図15は門型架構上部の滑車の説明図であ
る。FIG. 15 is an explanatory view of a pulley at the top of a portal frame.
【図16】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 16 is a schematic front view showing step by step a method of assembling a tower according to another embodiment.
【図17】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 17 is a schematic front view showing step by step a method of assembling a tower according to another embodiment.
【図18】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 18 is a schematic front view showing step by step a method of assembling a tower according to another embodiment.
【図19】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 19 is a schematic front view sequentially showing a method of assembling a tower according to another embodiment.
【図20】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 20 is a schematic front view showing step by step a method of assembling a tower according to another embodiment.
【図21】他の実施形態のタワーの組立方法を順を追っ
て示す概略的正面図である。FIG. 21 is a schematic front view showing step by step a method of assembling a tower according to another embodiment.
1 組立装置 2 せり上げ装置 3 門型架構 4 滑車 5 ロープ 6 ウインチ 7 吊り上げ装置 8 柱体 8a,8b,……ユニット柱 9 横桁 10 片持ち梁 11 架台 12 ガイド部材 13 せり上げ機構 14 下部架台 15 上部架台 16 せり上げ枠 17 油圧シリンダ 18 ロープ 19 タワーガイド 20 引き込み用滑車 21 引き込み用ロープ 22 制御用滑車 T1 タワーユニット T2 タワーユニット T3 タワーユニット DESCRIPTION OF SYMBOLS 1 Assembling apparatus 2 Lifting device 3 Gate type frame 4 Pulley 5 Rope 6 Winch 7 Lifting device 8 Column 8a, 8b ... Unit column 9 Cross beam 10 Cantilever 11 Mounting stand 12 Guide member 13 Lifting mechanism 14 Lower mounting 15 Upper frame 16 Lift frame 17 Hydraulic cylinder 18 Rope 19 Tower guide 20 Pull-in pulley 21 Pull-in rope 22 Control pulley T1 Tower unit T2 Tower unit T3 Tower unit
───────────────────────────────────────────────────── フロントページの続き (72)発明者 征矢 光行 東京都千代田区内幸町1丁目1番3号 東 京電力株式会社内 (72)発明者 浅見 哲世 東京都港区芝浦4丁目8番33号 株式会社 関電工内 (72)発明者 上野 廣明 東京都品川区南品川6丁目5番19号 三和 テッキ株式会社内 Fターム(参考) 2E003 BA02 3H078 AA02 AA11 AA26 BB20 CC02 CC11 CC47 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Mitsuyuki Seiya 1-3-1 Uchisaiwaicho, Chiyoda-ku, Tokyo Inside Tokyo Electric Power Company (72) Inventor Tetsuyo Asami 4-83-3 Shibaura, Minato-ku, Tokyo No. Kandenko Co., Ltd. (72) Inventor Hiroaki Ueno 6-5-19 Minamishinagawa, Shinagawa-ku, Tokyo F-term in Sanwa Tekki Co., Ltd. 2E003 BA02 3H078 AA02 AA11 AA26 BB20 CC02 CC11 CC47
Claims (5)
定置された左右一対のせり上げ装置と、 複数のユニット柱を上下に接続して成り、下部を夫々前
記せり上げ装置に支持される左右一対の柱体と、 この左右柱体の上端間を接続する横桁と、 この横桁に係止された滑車に掛けられた吊り上げ用ロー
プをウインチで巻き上げて風力発電タワーユニットを前
記基礎上に立ち上げる吊り上げ装置とを具備し、 前記せり上げ装置は、地上に定置され、前記柱体を垂直
昇降自在に支持する架台と、前記柱体をせり上げるべく
柱体の下部に接続、離脱自在の昇降機構とを具備し、 前記せり上げ装置で地上からせり上げた前記柱体の下端
へユニット柱を接続することにより、次々と柱体を上方
へ伸ばし、順次上部の前記タワーユニットを下部のタワ
ーユニット上へ立ち上げるようにしたことを特徴とする
風力発電タワーの組立装置。1. A pair of left and right lifting devices fixed on the ground with a wind power generation tower construction foundation interposed therebetween, and a plurality of unit columns connected up and down, and lower portions respectively supported by the lifting devices. A pair of pillars, a cross beam connecting the upper ends of the left and right pillars, and a lifting rope hung on a pulley locked to the cross beam with a winch to wind the wind turbine tower unit onto the foundation. A lifting device, which is fixed on the ground and supports the column vertically and vertically, and is connected to and detachable from a lower portion of the column to lift the column. A lifting mechanism, and connecting the unit pillars to the lower ends of the pillars lifted from the ground by the lifting device, thereby extending the pillars one after another, and sequentially connecting the upper tower unit to the lower tower unit. Assembling apparatus of the wind power tower, characterized in that the the so launch onto Tsu bets.
たところで、上部のタワーユニットに前記柱体の途上を
支持するタワーガイドをさらに具備し、 このタワーガイドは、前記上部のタワーユニットに接続
支持される支持部と、 この支持部の左右両側に連続するように構成され、前記
柱体の途上を相対昇降自在に包囲するガイド部とを有
し、 このタワーガイドによって、前記柱体の中間を前記組立
済みタワーに支持するようにしたことを特徴とする請求
項1に記載の風力発電タワーの組立装置。2. When a predetermined number of the tower units have been assembled, the upper tower unit further includes a tower guide that supports the way of the column, and the tower guide is connected to and supported by the upper tower unit. And a guide portion that is configured to be continuous on the left and right sides of the support portion and that surrounds the middle of the column so as to be able to move up and down relatively. The wind turbine tower assembling apparatus according to claim 1, wherein the wind turbine tower is supported by the assembled tower.
して直角に水平に延出する片持ち梁と、 この片持ち梁に係止された引き込み用滑車に中間が掛け
られ、先端に制御用滑車が係止され、他端側が引き込み
用ウインチに巻かれた引き込み用ロープとをさらに具備
し、 前記吊り上げ用ロープの中間部が、さらに前記制御用滑
車に掛けられ、立ち上げ定位置の側方の地上に配置され
た前記タワーユニットを吊り上げ用ロープで吊り上げつ
つ、前記引き込み用ロープの操作でタワーユニットを立
ち上げ定位置へ引き込み可能としたことを特徴とする請
求項1に記載の風力発電タワーの組立装置。3. A middle portion of a cantilever extending horizontally from the upper ends of the left and right columns at right angles to the cross beam and a pulley engaged with the cantilever. A pulling rope, the other end of which is wound around a pulling winch, and an intermediate portion of the lifting rope is further hung on the control pulley, and is fixed to a standing position. 2. The tower unit arranged on the ground on the side of the above can be lifted by a lifting rope, and the tower unit can be started up and retracted to a fixed position by operating the pull-in rope. Wind power tower assembly equipment.
力発電タワーの組立方法 (1)風力発電タワー建設用基礎を挟み地上に左右一対
のせり上げ装置を定置する。 (2)左右の柱体の上部を横桁で結合して門型架構を形
成し、この門型架構の左右の柱体を前記せり上げ装置内
に貫通させて立ち上げる。 (3)前記柱体の下部へ前記せり上げ装置の昇降機構を
接続する。 (4)前記柱体を前記昇降機構により上昇させて所定高
さ位置までせり上げ、柱体の下方へユニット柱を挿入し
て接続した後、柱体から昇降機構を離脱して下降させ、
接続したユニット柱の下部へ昇降機構を接続する。 (5)(4)の工程を繰り返して、次々とユニット柱を
下方へ接続する。 (6)門型架構が所定高さになったところで、柱体の下
端を地上に定置する。 (7)前記門型架構の横桁に係止された滑車に掛けられ
た吊り上げ用ロープをウインチで巻き上げ、吊り上げ用
ロープで風力発電のタワーユニットを吊り上げ、前記基
礎上に立ち上げる。 (8)(5)乃至(7)の工程を所定回数繰り返して、
立ち上げ済みの前記タワーユニットの上に新たなタワー
ユニットを所要高さまで組み立てる。4. A method for assembling a wind power tower, comprising the following steps: (1) A pair of right and left lifting devices are fixedly mounted on the ground with a wind power tower construction foundation interposed therebetween. (2) The upper portions of the left and right pillars are joined by a horizontal girder to form a portal frame, and the left and right pillars of the portal frame are penetrated into the lifting device and raised. (3) The lifting mechanism of the lifting device is connected to a lower portion of the column. (4) The column is raised by the lifting mechanism and raised to a predetermined height position, and after inserting and connecting a unit column below the column, the lifting mechanism is detached from the column and lowered.
Connect the lifting mechanism to the lower part of the connected unit column. (5) The steps of (4) are repeated to connect the unit columns one after another. (6) When the portal frame has reached a predetermined height, the lower end of the column is fixed on the ground. (7) A hoisting rope hung on a pulley locked to the horizontal girder of the portal frame is hoisted by a winch, and a tower unit for wind power generation is hoisted by the hoisting rope, and set up on the foundation. (8) The steps (5) to (7) are repeated a predetermined number of times,
A new tower unit is assembled to the required height on the already-started tower unit.
力発電タワーの組立方法 (1)タワー建設用基礎を挟み地上に左右一対のせり上
げ装置を定置する。 (2)左右の柱体の上部を横桁で結合して門型架構を形
成し、この門型架構の左右の柱体を前記せり上げ装置内
に貫通させて立ち上げる。 (3)前記柱体の下部へ前記せり上げ装置の昇降機構を
接続する。 (4)前記柱体を前記昇降機構により上昇させて所定高
さ位置までせり上げ、柱体の下方へユニット柱を挿入し
て接続した後、柱体から昇降機構を離脱して下降させ、
接続したユニット柱の下部へ昇降機構を接続する。 (5)(4)の工程を繰り返して、次々とユニット柱を
下方へ接続する。 (6)門型架構が所定高さになったところで、柱体の下
端を地上に定置する。 (7)前記門型架構の横桁に係止された滑車に掛けられ
た吊り上げ用ロープをウインチで巻き上げ、吊り上げ用
ロープで上部タワーユニットを吊り上げ、前記基礎上に
立ち上げる。 (8)前記上部タワーユニットを前記横桁に吊り止め、
(4)の工程を所定回数繰り返して、門型架構を所定高
さにし、この門型架構の柱体を上部タワーユニットもろ
ともせり上げ装置でせり上げて、前記上部タワーユニッ
トの下方へ中間タワーユニットを立ち上げる。 (9)前記中間タワーユニットの上部へ前記上部タワー
ユニットを吊り降ろして接続する。 (10)前記中間タワーユニットが複数あれば、(9)
で先に接続した上部の前記中間タワーユニットを前記横
桁に吊り止め、(4)の工程を所定回数繰り返して、門
型架構を所定高さにし、先に接続した上部の前記中間タ
ワーユニットの下方へ当該中間タワーユニットを立ち上
げ、それの上部へ先に接続した上部の前記中間タワーユ
ニットを吊り降ろして接続する工程を所要回数繰り返
す。 (11)(4)の工程を所定回数繰り返して、門型架構
を所定高さにし、この門型架構の柱体を上部タワーユニ
ット及び中間タワーユニットもろともせり上げ装置でせ
り上げて、前記中間タワーユニットの下方へ下部タワー
ユニットを立ち上げて前記基礎上に定置する。 (12)前記下部タワーユニットの上部へ前記上部タワ
ーユニット及び中間タワーユニットを吊り降ろし、中間
タワーユニットの下部を下部タワーユニットの上部へ接
続する。5. A method for assembling a wind power generation tower, comprising the following steps: (1) A pair of right and left lifting devices are fixedly mounted on the ground with a tower construction foundation interposed therebetween. (2) The upper portions of the left and right pillars are joined by a horizontal girder to form a portal frame, and the left and right pillars of the portal frame are penetrated into the lifting device and raised. (3) The lifting mechanism of the lifting device is connected to a lower portion of the column. (4) The column is raised by the lifting mechanism and raised to a predetermined height position, and after inserting and connecting a unit column below the column, the lifting mechanism is detached from the column and lowered.
Connect the lifting mechanism to the lower part of the connected unit column. (5) The steps of (4) are repeated to connect the unit columns one after another. (6) When the portal frame has reached a predetermined height, the lower end of the column is fixed on the ground. (7) A hoisting rope hung on a pulley locked to the lateral girder of the portal type frame is hoisted by a winch, and the upper tower unit is hoisted by the hoisting rope and set up on the foundation. (8) suspending the upper tower unit on the cross beam,
The step (4) is repeated a predetermined number of times to make the gate-shaped frame a predetermined height, and the column body of the gate-shaped frame is lifted by the upper tower unit and the lifting device, and the intermediate tower is lowered to the lower part of the upper tower unit. Start the unit. (9) The upper tower unit is suspended and connected to the upper part of the intermediate tower unit. (10) If there are a plurality of the intermediate tower units, (9)
The upper intermediate tower unit connected earlier is hung on the horizontal beam, and the step (4) is repeated a predetermined number of times to make the portal frame a predetermined height, and the upper intermediate tower unit connected earlier is stopped. The step of raising the intermediate tower unit downward, and suspending and connecting the upper intermediate tower unit connected earlier to the upper part thereof is repeated a required number of times. (11) The step (4) is repeated a predetermined number of times to make the portal frame a predetermined height, and the pillars of the portal frame are lifted by the upper tower unit and the intermediate tower unit together with the lifting device, and Raise the lower tower unit below the tower unit and place it on the foundation. (12) The upper tower unit and the intermediate tower unit are suspended above the lower tower unit, and the lower part of the intermediate tower unit is connected to the upper part of the lower tower unit.
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JP2006501399A (en) * | 2002-10-01 | 2006-01-12 | ゼネラル・エレクトリック・カンパニイ | Modular kit for wind turbine tower |
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