JP2004156478A - Working scaffold device for independent tower structure and method for setting up working scaffold - Google Patents
Working scaffold device for independent tower structure and method for setting up working scaffold Download PDFInfo
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- JP2004156478A JP2004156478A JP2002321177A JP2002321177A JP2004156478A JP 2004156478 A JP2004156478 A JP 2004156478A JP 2002321177 A JP2002321177 A JP 2002321177A JP 2002321177 A JP2002321177 A JP 2002321177A JP 2004156478 A JP2004156478 A JP 2004156478A
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- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
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- 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
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Abstract
Description
【0001】
【発明の属する技術分野】
本発明は、回転子を含む風力エネルギー変換機を戴頭した独立型塔体構造物の保守点検・塗布作業に用いる作業用足場装置、及びの作業用足場装置を構築するための作業用足場設置工法に関する。なお、回転子は風力の作用するブレードやプロペラ等の部品とそれらを保持する回転部材をいうものである。
【0002】
【従来の技術】
近年、自然の風力エネルギーを利用する発電装置として、回転子を含む風力発電機を戴頭した独立型塔体構造物が各地で見られるようになってきた。なお、回転子を含む風力原動機については古くから風車が知られている。
【0003】
こうした風力発電機(塔体構造物を含む)の保守点検・塗布作業は定期的におこなわれることになるが、従来的には、図6に示す単管組足場や図7に示す枠組足場を構築してきた。
【0004】
しかしながら、風力発電機の立地条件からして、仮設、解体、撤去には工期を含む作業負担が大きく、コスト高にならざるを得ないうえに、塔体構造物ごとに同様の作業工程を繰り返すので、設置数の増加とともに将来的な負担も増大することが懸念される。
【0005】
【発明が解決しようとする課題】
こうしたなかで本発明者(ら)は、この種の独立型塔体構造物に対する足場構築について、機動性に富み、仮設、解体、撤去に係る作業労力を大幅に軽減可能で繰り返し使用可能な足場設置用治具(本発明に関しフレーム架台)を構想し、開発に力を注いできた結果、本発明を完成するに至った。本発明に関する先行技術はいまのところ見当たらない。
【0006】
本発明はこのような事情に鑑みてなされたものであり、上記課題を解消し、従来的な足場装置とその設置工法を一新した独立型塔体構造物の作業用足場装置及び作業用足場設置工法を提供するものである。
【0007】
【課題を解決するための手段】
課題を解決するために本発明は、回転子を含む風力エネルギー変換機を戴頭した独立型塔体構造物の保守点検・塗布作業に用いる作業用足場装置であって、前記塔体構造物の頭頂部又は風力変換機の本体に被冠設置されるフレーム架台と、該フレーム架台の複数の係止点から吊下され、それぞれ地上のアンカー手段に緊張固定される支線と、前記フレーム架台から前記塔体構造物の作業予定壁面に沿って吊り索条を介して懸垂され、かつ、昇降自在に高度保持されるゴンドラその他の仮設作業床を具備し、前記支線の張力を調整して前記フレーム架台を固縛定置するとともに、一又は複数の前記仮設作業床を各別に懸垂保持してなることを特徴とするものである。
【0008】
また、上記作業用足場装置を構築するための作業用足場設置工法である。
【0009】
【発明の実施の形態】
本発明の実施の形態は、図1に構成概要図を示すように、上記構成の作業用足場装置において、地組みしたフレーム架台を空中搬送して塔体構造物の頭頂部又は風力エネルギー変換機の本体に被冠設置し、フレーム架台の複数の係止点から支線を吊下してそれぞれ地上のアンカー手段に緊張固定している。フレーム架台からは、吊り索条を介して塔体構造物の作業予定壁面に沿ってゴンドラその他の仮設作業床を懸垂し、かつ、昇降自在に高度保持している。そして、支線の張力を調整してフレーム架台を固縛定置するとともに、一又は複数の仮設作業床を各別に懸垂保持するようにしている。また、支線の外周には養生ネットを展設している。
【0010】
【実施例】
本発明の一実施例を添付図面を参照して以下説明する。
【0011】
図2〜図4は、実施例足場装置である風力発電機塗装工事用足場装置と、その設置手順(足場設置工法)を示す各設置概要説明図であり、(a)が側面視、及び(b)が正面視である。
【0012】
図2に、実施例足場装置(X)の構成要素であるフレーム架台(3)と、その設置手順を示す。図示では、フレーム架台(3)をゴンドラ・養生設置用治具と指称している。〔以下、同じ。〕
【0013】
図示するように、回転子を含む風力発電機(2)を戴頭した塔体構造物(1)の頭頂部(具体的には風力発電機の本体)に、地組みしたフレーム架台(3)をクレーンにより空中搬送して被冠設置する。なお、フレーム架台(3)は伸縮自在な骨格構造を有している。
【0014】
図3に、実施例足場装置(X)の構成要素であるフレーム架台(3)から吊下する支線(5)及び吊り索条(6)と、それらの設置手順を示す。図示では、支線(5)を養生用ワイヤー、吊り索条(6)をゴンドラ用ワイヤーと指称している。〔以下、同じ。〕
【0015】
図示するように、フレーム架台(3)の複数の係止点から支線(5)を吊下してそれぞれ地上のアンカー手段(4)に緊張固定する。そして、支線(5)の張力を調整してフレーム架台(3)を固縛定置する。このとき、吊り索条(6)は地上まで降ろして仮設作業床(7)〔図示の仮設ゴンドラ〕を接地させ、後述の養生ネット(8)の設置が完了するまで待機する。
【0016】
図4に、実施例足場装置(X)の構成要素である養生ネットと、その設置手順を示す。図示では、養生ネット(8)を飛散防止養生と指称している。〔以下、同じ。〕
【0017】
図示するように、支線(5)の外周に養生ネット(8)を展設する。
【0018】
図5に、実施例足場装置(X)の構成要素である仮設作業床(7)と、その設置手順を示す。
【0019】
図示するように、塗装作業開始に合わせて一又は複数の仮設作業床(7)を各別に塔体構造物(1)の作業予定壁面(塗装面)に昇降移動し懸垂保持(設置完了)する。そして、塗装作業の進行に応じて作業壁面(塗装面)に沿って移動し高度保持する。なお、昇降移動及び高度保持に係る動索手段(駆動源を含む)は個々の仮設作業床(7)が装備している。〔図示省略〕
【0020】
【発明の効果】
本発明は以上の構成よりなるものであり、これによれば風力発電機等を戴頭した独立型塔体構造物に専用される足場設置用治具(本発明に関しフレーム架台)を有しているので、この種の塔体構造物に対する足場構築について、機動性に富み、仮設、解体、撤去に係る作業労力及び工期短縮を含む工事コストを大幅に軽減可能である。しかも、装置は繰り返し使用可能である。
【0021】
また、足場装置一式はクレーン車とともにリースやレンタルが可能であり、現場に搬送して一気にセットアップするだけでよく、従来的な足場装置とその設置工法を一新するものであり、産業上の利用価値が高いものである。
【図面の簡単な説明】
【図1】実施形態の足場装置の構成概要図である。
【図2】実施例足場装置の設置概要説明図である。
【図3】実施例足場装置の設置概要説明図である。
【図4】実施例足場装置の設置概要説明図である。
【図5】実施例足場装置の設置概要説明図である。
【図6】従来の単管組足場の設置概要説明図である。
【図7】従来の枠組足場の設置概要説明図である。
【符号の説明】
1 塔体構造物
2 風力発電機〔風力エネルギー変換機〕
3 フレーム架台
4 アンカー手段
5 支線
6 吊り索条
7 仮設作業床
8 養生ネット
X 実施例足場装置[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a work scaffolding device used for maintenance and inspection / coating work of a stand-alone tower structure equipped with a wind energy converter including a rotor, and a work scaffold installation for constructing the work scaffolding device. Concerning the construction method. The rotor refers to components such as blades and propellers on which wind acts, and a rotating member that holds them.
[0002]
[Prior art]
2. Description of the Related Art In recent years, as a power generation device using natural wind energy, a stand-alone tower structure having a wind power generator including a rotor has been seen in various places. It should be noted that a windmill has been known for a long time as a wind power motor including a rotor.
[0003]
Maintenance and inspection and application work of such a wind power generator (including a tower structure) are regularly performed. Conventionally, a single-tube scaffold shown in FIG. 6 and a framework scaffold shown in FIG. Have been built.
[0004]
However, due to the location conditions of the wind power generator, the work load including the construction period is large for temporary construction, dismantling and removal, which inevitably increases the cost, and the same work process is repeated for each tower structure Therefore, there is a concern that the future burden will increase as the number of installations increases.
[0005]
[Problems to be solved by the invention]
Under these circumstances, the present inventors (et al.) Have developed a scaffold for this type of stand-alone tower structure which is highly mobile, can greatly reduce the labor required for temporary construction, dismantling, and removal and can be used repeatedly. We conceived an installation jig (a frame mount for the present invention) and worked hard on development, and as a result, completed the present invention. No prior art relating to the present invention has been found so far.
[0006]
The present invention has been made in view of such circumstances, and solves the above-mentioned problems, and renovates a conventional scaffolding device and a method for installing the same. It provides an installation method.
[0007]
[Means for Solving the Problems]
In order to solve the problem, the present invention is a work scaffolding device used for maintenance inspection and application work of a stand-alone tower structure equipped with a wind energy converter including a rotor, wherein the tower structure is A frame cradle installed on the crown or the main body of the wind turbine, a suspension line suspended from a plurality of locking points of the frame cradle, and tension lines fixed to anchor means on the ground, respectively; A gondola and other temporary work floors suspended along hanging walls along the work-planned wall surface of the tower structure and held at a high elevation so as to be able to move up and down, and adjusting the tension of the branch lines to adjust the frame support. , And one or more of the temporary work floors are individually suspended and held.
[0008]
In addition, a work scaffold installation method for constructing the work scaffold device is provided.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
As shown in FIG. 1, an embodiment of the present invention provides a work scaffolding apparatus having the above-described structure, in which a framed gantry is conveyed in the air and the top of a tower structure or a wind energy converter. Is mounted on the main body, and the branch lines are suspended from a plurality of locking points of the frame base, and are each tension-fixed to the anchor means on the ground. From the frame stand, a gondola or other temporary work floor is suspended along a work-planned wall surface of the tower structure via a hanging cord, and the altitude is held so as to be able to ascend and descend freely. Then, the tension of the branch line is adjusted, the frame gantry is fixed and fixed, and one or a plurality of temporary work floors are individually suspended and held. In addition, a curing net is installed around the branch line.
[0010]
【Example】
An embodiment of the present invention will be described below with reference to the accompanying drawings.
[0011]
FIG. 2 to FIG. 4 are installation outline explanatory diagrams showing a scaffolding device for painting a wind power generator, which is an example scaffolding device, and the installation procedure (scaffolding installation method), where (a) is a side view, and ( b) is a front view.
[0012]
FIG. 2 shows a frame base (3) which is a component of the example scaffolding apparatus (X) and an installation procedure thereof. In the figure, the frame base (3) is referred to as a gondola / curing setting jig. 〔same as below. ]
[0013]
As shown in the figure, a frame base (3) erected on the top (specifically, the main body of the wind power generator) of a tower structure (1) on which a wind power generator (2) including a rotor is mounted. Is transported in the air by a crane and placed on the crown. In addition, the frame base (3) has an extendable skeleton structure.
[0014]
FIG. 3 shows a branch line (5) and a hanging cable (6) suspended from the frame base (3), which are components of the example scaffolding apparatus (X), and the installation procedure thereof. In the drawing, the branch line (5) is referred to as a curing wire, and the hanging cable (6) is referred to as a gondola wire. 〔same as below. ]
[0015]
As shown in the figure, the branch lines (5) are suspended from a plurality of locking points of the frame base (3), and each of them is tension-fixed to the anchor means (4) on the ground. The tension of the branch line (5) is adjusted, and the frame base (3) is fixed and fixed. At this time, the hanging rope (6) is lowered to the ground, the temporary work floor (7) (the temporary gondola in the figure) is grounded, and waits until the setting of the curing net (8) described later is completed.
[0016]
FIG. 4 shows a curing net, which is a component of the example scaffolding device (X), and an installation procedure thereof. In the figure, the curing net (8) is referred to as scattering prevention curing. 〔same as below. ]
[0017]
As shown in the figure, a curing net (8) is extended around the branch line (5).
[0018]
FIG. 5 shows a temporary work floor (7) which is a component of the example scaffolding device (X) and the installation procedure thereof.
[0019]
As shown in the figure, one or a plurality of temporary work floors (7) are individually moved up and down to the work-planned wall surface (painted surface) of the tower structure (1) at the start of the painting operation, and are suspended and held (installation completed). . Then, it moves along the work wall surface (painted surface) in accordance with the progress of the painting work and maintains the altitude. Note that each of the temporary work floors (7) is equipped with a moving rope means (including a drive source) for raising and lowering and maintaining the altitude. (Not shown)
[0020]
【The invention's effect】
The present invention has the above-described configuration. According to this, a scaffold installation jig (a frame mount according to the present invention) dedicated to a stand-alone tower structure having a wind power generator or the like is provided. Therefore, the construction of a scaffold for this type of tower structure is highly mobile, and can significantly reduce the construction cost including the labor required for temporary construction, dismantling, and removal, and shortening the construction period. Moreover, the device can be used repeatedly.
[0021]
In addition, a set of scaffolding equipment can be leased or rented together with a crane truck, and it only needs to be transported to the site and set up at once. It is of high value.
[Brief description of the drawings]
FIG. 1 is a schematic configuration diagram of a scaffold device according to an embodiment.
FIG. 2 is a schematic diagram illustrating the installation of a scaffold according to an embodiment.
FIG. 3 is a schematic diagram illustrating the installation of a scaffolding device according to an embodiment.
FIG. 4 is a schematic diagram illustrating the installation of a scaffold according to an embodiment.
FIG. 5 is a schematic diagram illustrating the installation of a scaffold according to an embodiment.
FIG. 6 is a schematic diagram illustrating the installation of a conventional single-tube scaffold.
FIG. 7 is an explanatory diagram of installation outline of a conventional scaffold.
[Explanation of symbols]
1
Reference Signs List 3 Frame stand 4 Anchor means 5
Claims (4)
前記塔体構造物の頭頂部又は風力エネルギー変換機の本体に被冠設置されるフレーム架台と、該フレーム架台の複数の係止点から吊下され、それぞれ地上のアンカー手段に緊張固定される支線と、前記フレーム架台から前記塔体構造物の作業予定壁面に沿って吊り索条を介して懸垂され、かつ、昇降自在に高度保持されるゴンドラその他の仮設作業床を具備し、
前記支線の張力を調整して前記フレーム架台を固縛定置するとともに、一又は複数の前記仮設作業床を各別に懸垂保持してなることを特徴とする独立型塔体構造物の作業用足場装置。A wind motor or a wind generator including a rotor [hereinafter referred to as a wind energy converter. A scaffolding device for use in maintenance and inspection / coating work of the stand-alone tower structure with
A frame mount installed on the top of the tower structure or the main body of the wind energy converter, and a branch line suspended from a plurality of locking points of the frame mount and tensioned and fixed to anchor means on the ground, respectively. And a gondola or other temporary work floor suspended from the frame base along a work-planned wall surface of the tower structure via a hanging cable, and held highly vertically.
A work scaffolding device for an independent tower structure, wherein the tension of the branch line is adjusted, the frame gantry is fixed and fixed, and one or a plurality of the temporary work floors are individually suspended and held. .
地組みしたフレーム架台を空中搬送して塔体構造物の頭頂部又は風力エネルギー変換機の本体に被冠設置し、
前記フレーム架台の複数の係止点から支線を吊下してそれぞれ地上のアンカー手段に緊張固定し、
前記フレーム架台から吊り索条を介して塔体構造物の作業予定壁面に沿ってゴンドラその他の仮設作業床を懸垂し、かつ、昇降自在に高度保持し、
前記支線の張力を調整して前記フレーム架台を固縛定置するとともに、一又は複数の前記仮設作業床を各別に懸垂保持するようにしたことを特徴とする独立型塔体構造物の作業用足場設置工法。A work scaffold installation method for constructing the work scaffold device according to claim 1 or 2,
Conveying the erected frame base in the air and placing it on the top of the tower structure or the main body of the wind energy converter,
Suspension lines are suspended from a plurality of locking points of the frame base and are fixed to the anchor means on the ground, respectively,
A gondola and other temporary work floors are suspended along the work-planned wall of the tower structure from the frame base via the hanging ropes, and the altitude is held so as to be vertically movable,
The work scaffold for an independent tower structure, wherein the tension of the branch line is adjusted, the frame gantry is fixed and fixed, and one or a plurality of the temporary work floors are separately suspended. Installation method.
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JP2007120286A (en) * | 2005-09-30 | 2007-05-17 | Tokyo Electric Power Co Inc:The | Gondola suspension mechanism for maintenance of cylindrical steel tower used for horizontal-axis-type wind power generation system and suspension method of gondola for maintenance of cylindrical steel tower |
JP2007187025A (en) * | 2006-01-11 | 2007-07-26 | Komai Tekko Kk | Installation mechanism and installation method for wind power generation device |
NL1037052C2 (en) * | 2009-06-19 | 2010-12-21 | Darwind Holding B V | A method of finishing a tower section of a wind turbine, a finished tower section of a wind turbine, and a method of transporting a tower section of a wind turbine. |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2007120286A (en) * | 2005-09-30 | 2007-05-17 | Tokyo Electric Power Co Inc:The | Gondola suspension mechanism for maintenance of cylindrical steel tower used for horizontal-axis-type wind power generation system and suspension method of gondola for maintenance of cylindrical steel tower |
JP4688771B2 (en) * | 2005-09-30 | 2011-05-25 | 東京電力株式会社 | Gondola suspension mechanism for maintenance of cylindrical steel tower used in horizontal axis wind power generation system, and gondola suspension method for maintenance of cylindrical steel tower |
JP2007187025A (en) * | 2006-01-11 | 2007-07-26 | Komai Tekko Kk | Installation mechanism and installation method for wind power generation device |
NL1037052C2 (en) * | 2009-06-19 | 2010-12-21 | Darwind Holding B V | A method of finishing a tower section of a wind turbine, a finished tower section of a wind turbine, and a method of transporting a tower section of a wind turbine. |
WO2010147459A2 (en) | 2009-06-19 | 2010-12-23 | Xemc Darwind B.V. | A method of finishing a tower section of a wind turbine, a finished tower section of a wind turbine, and a method of transporting a tower section of a wind turbine |
WO2010147459A3 (en) * | 2009-06-19 | 2011-02-17 | Xemc Darwind B.V. | A method of finishing a tower section of a wind turbine |
CN105035939A (en) * | 2011-01-26 | 2015-11-11 | 乌本产权有限公司 | Method and device for erecting a tower for a wind energy plant |
CN110925144A (en) * | 2019-11-01 | 2020-03-27 | 金陵科技学院 | Compound steel pipe concrete wind power tower base structure |
CN113565688A (en) * | 2021-07-29 | 2021-10-29 | 广船国际有限公司 | Use method of high-altitude flying bridge |
CN113565688B (en) * | 2021-07-29 | 2023-01-06 | 广船国际有限公司 | Using method of high-altitude flying bridge |
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