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JP4349604B2 - Derrick device for top work of transmission tower - Google Patents
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JP4349604B2 - Derrick device for top work of transmission tower - Google Patents

Derrick device for top work of transmission tower Download PDF

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Publication number
JP4349604B2
JP4349604B2 JP2001082505A JP2001082505A JP4349604B2 JP 4349604 B2 JP4349604 B2 JP 4349604B2 JP 2001082505 A JP2001082505 A JP 2001082505A JP 2001082505 A JP2001082505 A JP 2001082505A JP 4349604 B2 JP4349604 B2 JP 4349604B2
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JP
Japan
Prior art keywords
clamp
transmission tower
boom
main pillar
power transmission
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.)
Expired - Fee Related
Application number
JP2001082505A
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Japanese (ja)
Other versions
JP2002281624A (en
Inventor
吉人 安保
常雄 高木
貴章 小野
博俊 河井
永好 柿木
勝 野々原
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.)
Chubu Electric Power Co Inc
Sanwa Tekki Corp
Original Assignee
Chubu Electric Power Co Inc
Sanwa Tekki 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
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Priority to JP2001082505A priority Critical patent/JP4349604B2/en
Publication of JP2002281624A publication Critical patent/JP2002281624A/en
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Publication of JP4349604B2 publication Critical patent/JP4349604B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
本発明は、送電鉄塔の両側に張出した腕金を他の新たな腕金に取り替える等の工事に用いられるデリック装置に関するものである。
【0002】
【従来の技術】
例えば、送電鉄塔の両側に張出した腕金を新たな腕金に取り替えるための工事は、片側を活線状態に維持したまま他の片側を取り替える方法により、片側ずつ行われている。そして、腕金の取り外しは、上部の腕金に取り付けた滑車にワイヤを掛け、取り外した下部の腕金の部材をこのワイヤで吊り降ろす方法によって、下方のものから順次上方のものへと作業を進め、新たな腕金の取付けは、反対に上部の腕金から始め、取り付けた新たな上部の腕金の滑車に掛けたワイヤで下部の新たな腕金の部材を吊り上げて作業を進める工法が採用されている。ところが最上部の腕金の取替え作業に当たっては、その新旧部材の吊り上げ、吊り降ろしのための滑車を支持する場所がない。そこで、鉄塔の頂部にデリック装置を取り付け、これを用いて腕金の新旧部材を吊り上げることが提案されている(特開平10−102823号)。このデリック装置は、鉄塔を構成する主柱材の上端部にこれを補強するための取り付けられる支持枠と、この支持枠上に支持される4本の支持脚とブームとを具備するものである。
【0003】
【発明が解決しようとする課題】
上記従来のデリック装置は、鉄塔の頂部が最上部の腕金と連続して水平に構成される形式の鉄塔には取り付けできるが、最上部の腕金より上方へ地線支持部が突出する形式の鉄塔では、地線支持部が障害となって支持脚を立ち上げることができないので、取り付けできないという問題点がある。
従って本発明は、支持脚を鉄塔の中心部に立ち上げることなく、デリック装置を簡易に構成でき、これにより送電鉄塔の腕金の取替え作業等を効率よく円滑に、しかも安全に行えるようにすることを課題とする。
【0004】
【課題を解決するための手段】
請求項1に記載された発明においては、送電鉄塔31を構成する四方の主柱材34の内3本の上端よりやや下方位置に夫々主柱材34を挟持するように第1乃至第3のクランプ金具2,3,4を固着する。第1のクランプ金具2と第2,第3のクランプ金具3,4とを2つの支持梁5,6で水平に結合する。第2のクランプ金具3と第3のクランプ金具4とをターンバックル16,17を含む第1の結合部材14で水平に結合する。第1のクランプ金具2と第1の結合部材14の中間部とをターンバックルを含む第2の結合部材18で水平に結合する。第1のクランプ金具2にブーム7の基端を起伏及び旋回自在に枢支し、先端側を送電鉄塔31の側方へ延出させる。また、第1のクランプ金具2に主柱8の基端を支持し、垂直に起立させる。ブーム7の先端部の滑車25から昇降自在に垂下する吊り上げワイヤ24をウインチへ係止する。各支持梁5,6に支柱23の基端を結合し、上端を夫々主柱8の上部に結合し、この2本の支柱23で主柱8を垂直に支持する。ブーム起伏用ワイヤ26の一端をブーム7の先端部に係止し、中間を主柱上部の滑車28に掛け回し、他端側を起伏用の巻き上げ装置27へ係止する。デリック装置1の主柱8、支柱23及びブーム7は、鉄塔31の中央部に立たないので、鉄塔主柱材34の上端より上方へ突出する地線支持部33が動作の障害とならない。
請求項2に記載された発明においては、さらに、第1のクランプ金具2の下方に位置して送電鉄塔の主柱材34に荷重受け金具19を固着する。そして、この荷重受け金具19と第1のクランプ金具2との間をターンバックルを含む第3の結合部材22で垂直に結合して垂直荷重を支持する。
【0005】
【発明の実施の形態】
図面を参照して本発明の一実施形態を説明する。図1は送電鉄塔の腕金の取替え作業用デリック装置を示す概略的正面図、図2はデリック装置を示す概略的平面図、図3はデリック装置の支持部の平面図、図4はデリック装置の支柱下部の斜視図、図5はデリック装置のクランプ金具の斜視図、図6はデリック装置の支柱支持部の断面図である。
【0006】
図1、図2において、送電鉄塔31の両側に張出した腕金32を他の新たな腕金に取り替えるための工事がデリック装置1を用いて行われる。なお、デリック装置1は、腕金32の取替え工事以外の工事にも使用される。腕金32の取替えは、片側を活線状態に維持したまま片側ずつ交互に行われる。図1は、鉄塔最上部の腕金32の取替え作業を示しており、図示しない下方の腕金は既に取り外されている。送電鉄塔31の頂部に取り付けられたデリック装置1を用いて部材の吊り上げ、吊り降ろしが行われる。デリック装置1は、鉄塔頂部に突出する地線支持部33に干渉しないように設けられる。
【0007】
送電鉄塔31の四方の主柱材34は、アングル鋼材で構成され、上端部において水平の腹材35で相互に結合されている。デリック装置1は、鉄塔上部の3つの主柱材34に、クランプ金具2,3,4を介してに固定された水平の支持梁5,6の上に支持されている。第1乃至第3のクランプ金具2,3,4は、主柱材34の上端よりやや下方位置において、夫々主柱材34を挟持するように主柱材34に固着されている。
【0008】
図3,図4に示すように、第1のクランプ金具2は、デリック装置1のブーム7と主柱8を主として支持するもので、主柱材34の外側(山側)に取り付けられる本体9と、これに対向して内側(谷側)に取り付けられる締め付け部材10とを備え、両者間をボルトで締め付けることによって主柱材34に固着される。本体9は、上下に貫通する軸受筒9aを有する。この軸受筒9aに、主柱8の基端側が挿入され、固定される。図4,図6に示すように、主柱8の下部、クランプ金具本体9との間に、イヤ11a付きのリング11が軸周り回転自在にはめ込まれている。イヤ11aには、ブーム7の基端が起伏自在に枢着される。従って、ブーム7は、クランプ金具2に対して旋回及び起伏自在である。クランプ金具本体9は、相互に直角方向に配置された一対の支持板9bを備え、これに支持梁5,6の端部フランジ5a、6aがボルトで接続される。クランプ金具本体9の下部には、2つのイヤ9cが突設されている。締め付け部材10は、イヤ10aを備える。
【0009】
図3,図5に示すように、第2のクランプ金具3と,第3のクランプ金具4とは同一構造のもので、主柱材34の外側に取り付けられる本体12と、これに対向して内側に取り付けられる締め付け部材13とを備え、両者間をボルトで締め付けることによって主柱材34に固着される。本体12は、主柱材34の一方の外側面に沿う支持板12aを有し、コ字状のボルト12bで、支持梁5,6を支持する。締め付け部材13は主柱材34の内側へあてがわれ、イヤ13aを有する。イヤ13aは、締め付け部材10のイヤ10aに対向する。
【0010】
支持梁5,6は、角パイプ鋼材から成り、一端側のフランジ5a,6aが第1のクランプ金具2に結合され、他端側はコ字状のボルト12bで第2または第3のクランプ金具3,4に支持される。コ字状のボルト12bによる支持位置は、鉄塔31のサイズに応じて変更できる。支持梁5,6の他端側の上部には、イヤ5b,6bが突設されている。
【0011】
図3に示すように、第2のクランプ金具3と第3のクランプ金具4との間は、第1の結合部材14で水平に結合されている。結合部材14は、中央の連結ロッド15と、それの両端に連結されたターンバックル16,17とを具備する。結合部材14は、軸線圧縮方向及び引っ張り方向の両方向の荷重を負担することができる。連結ロッド15は、両端及び中央にイヤ15a,15b,15cを有する。中央のイヤ15cは、軸線直交方向に突設されている。イヤ15cとクランプ金具2の締め付け部材10との間は、第2の結合部材で接続される。第2の結合部材は、ターンバックル18を具備する。ターンバックル18は、軸線圧縮方向及び引っ張り方向の両方向の荷重を負担することができる。
【0012】
図4に示すように、第1のクランプ金具2の下方に位置して、主柱材34に荷重受け金具19が固着される。荷重受け金具19は、主柱材34の外側に取り付けられる本体20と、これに対向して内側に取り付けられる締め付け部材21とを備え、両者間をボルトで締め付けることによって主柱材34に固着される。本体20は、上部に突出する2つのイヤ20aを備える。イヤ20aとクランプ金具12のイヤ9との間は、第3の結合部材で垂直に結合される。第3の結合部材は、ターンバックル22を具備する。ターンバックル22は、軸線圧縮方向及び引っ張り方向の両方向の荷重を負担することができる。
【0013】
図6に示すように、垂直に起立する主柱8の上端部付近には、2つのイヤ8a,8bが突設され、これらと支持梁5,6のイヤ5b,6bとの間に夫々支柱23が連結される。
【0014】
図1に示すように、吊り上げワイヤ24は、一端が地上のウインチへ係止され、中間がブームの先端部の滑車25に掛け回され、他端側がブームの先端部から昇降自在に垂下する。なお、ウインチは鉄塔上に取り付けてもよい。
【0015】
ブーム起伏用ワイヤ26は、一端がチェーンブロックのような起伏用の巻き上げ装置27へ係止され、中間が主柱8上部の滑車28に掛け回され、他端がブーム7の先端部に係止される。
【0016】
送電鉄塔の最上部の腕金32を取替える工事は片側ずつ行われる。一方の腕金32の取替え工事が完了したら、デリック装置1の向きを変えて付け替え、反対側の工事を行う。腕金32を主柱材34から取り外し、取り外した腕金32をデリック装置1で地上へ吊り降ろす。新たな腕金を構成する資材が同デリック装置1で地上から吊り上げられる。なお、デリック装置1は、下方の他の腕金の取替え工事や、鉄塔の他の設備の工事にも使用することができる。
【0017】
【発明の効果】
以上のように、本発明においては、デリック装置1が、鉄塔頂部の片側に偏在して組み立てられるので、鉄塔の地線支持部33が動作の障害とならず、腕金の取替え作業等を円滑に進行することができる。ブーム7にかかる荷重は、クランプ金具2,3,4、支持梁5,6,結合部材14,18,22、荷重受け金具19等によって無理なく支持され、鉄塔31の一部に荷重が集中するおそれはない。
【図面の簡単な説明】
【図1】電鉄塔の腕金の取替え作業用デリック装置を示す概略的正面図である。
【図2】デリック装置を示す概略的平面図である。
【図3】デリック装置の支持部の平面図である。
【図4】デリック装置の支柱下部の斜視図である。
【図5】デリック装置のクランプ金具の斜視図である。
【図6】デリック装置の支柱支持部の断面図である。
【符号の説明】
1 デリック装置
2 第1のクランプ金具
3 第2のクランプ金具
4 第3のクランプ金具
5 第1の支持梁
6 第2の支持梁
7 ブーム
8 主柱
15 連結ロッド
14 第1の結合部材
16 ターンバックル
17 ターンバックル
18 第2の結合部材(ターンバックル)
19 荷重受金具
22 第3の結合部材(ターンバックル)
23 支柱
24 吊り上げワイヤ
25 滑車
26 ブーム起伏用ワイヤ
27 巻上装置
28 滑車
31 鉄塔
32 最上部腕金
34 主柱材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a derrick device used for construction such as replacing a brace projecting on both sides of a power transmission tower with another new brace.
[0002]
[Prior art]
For example, the work for replacing the arm that has been extended on both sides of the power transmission tower with a new arm is performed one side at a time by replacing the other side while maintaining one side in a live line state. Then, to remove the armrest, hang the wire from the pulley attached to the upper armrest, and suspend the removed lower armrest member with this wire. Proceeding with the installation of a new armrest, on the contrary, starting with the upper armrest, the method of lifting the member of the new lower armrest with the wire hung on the pulley of the new upper armrest and proceeding with the work It has been adopted. However, when replacing the uppermost armrest, there is no place to support the pulley for lifting and unloading the old and new members. Therefore, it has been proposed to attach a derrick device to the top of the steel tower and use it to lift the old and new members of the metal arm (Japanese Patent Laid-Open No. 10-102823). This derrick device comprises a support frame attached to reinforce the upper end of the main pillar material constituting the steel tower, four support legs and a boom supported on the support frame. .
[0003]
[Problems to be solved by the invention]
The conventional derrick device can be mounted on a steel tower in which the top of the steel tower is configured to be horizontal and continuous with the uppermost arm bracket, but the ground wire support portion protrudes above the upper arm arm. The steel tower has a problem in that it cannot be installed because the support part cannot be raised due to the ground support part.
Therefore, according to the present invention, the derrick device can be simply configured without raising the support leg at the center of the tower, and thereby, the replacement work of the armature of the power transmission tower can be performed efficiently, smoothly and safely. This is the issue.
[0004]
[Means for Solving the Problems]
In the first aspect of the present invention, the first to third so as to sandwich the main pillar material 34 at positions slightly below the upper ends of three of the four main pillar members 34 constituting the power transmission tower 31. Clamp fittings 2, 3 and 4 are fixed. The first clamp fitting 2 and the second and third clamp fittings 3 and 4 are horizontally coupled by two support beams 5 and 6. The second clamp fitting 3 and the third clamp fitting 4 are horizontally coupled by the first coupling member 14 including the turnbuckles 16 and 17. The first clamp fitting 2 and the intermediate portion of the first coupling member 14 are horizontally coupled by the second coupling member 18 including a turnbuckle. The base end of the boom 7 is pivotally supported by the first clamp fitting 2 so that it can be raised and lowered, and the tip end side is extended to the side of the power transmission tower 31. Further, the base end of the main pillar 8 is supported by the first clamp fitting 2 and is erected vertically. A lifting wire 24 that hangs up and down from a pulley 25 at the tip of the boom 7 is locked to the winch. The base ends of the columns 23 are coupled to the support beams 5 and 6, and the upper ends are coupled to the upper portions of the main columns 8. The main columns 8 are vertically supported by the two columns 23. One end of the boom hoisting wire 26 is locked to the tip of the boom 7, the middle is hung around the pulley 28 at the top of the main pillar, and the other end is locked to the hoisting device 27 for hoisting. Since the main pillar 8, the column 23, and the boom 7 of the derrick device 1 do not stand at the center of the steel tower 31, the ground wire support part 33 protruding upward from the upper end of the steel tower main pillar material 34 does not hinder the operation.
In the invention described in claim 2, the load receiving bracket 19 is further fixed to the main pillar 34 of the power transmission tower located below the first clamp fitting 2. The load receiving bracket 19 and the first clamp fitting 2 are coupled vertically by a third coupling member 22 including a turnbuckle to support the vertical load.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a schematic front view showing a derrick device for exchanging arm of a power transmission tower, FIG. 2 is a schematic plan view showing the derrick device, FIG. 3 is a plan view of a support part of the derrick device, and FIG. 4 is a derrick device. FIG. 5 is a perspective view of a clamp fitting of the derrick apparatus, and FIG. 6 is a cross-sectional view of a support section of the derrick apparatus.
[0006]
In FIG. 1 and FIG. 2, the derrick apparatus 1 is used to replace the arm 32 that protrudes on both sides of the power transmission tower 31 with another new arm. The derrick device 1 is also used for work other than the replacement work of the brace 32. The replacement of the brace 32 is performed alternately one by one while maintaining one side in a live line state. FIG. 1 shows the replacement work of the upper arm 32 at the top of the steel tower, and the lower arm (not shown) has already been removed. The members are lifted and lowered using the derrick device 1 attached to the top of the power transmission tower 31. The derrick device 1 is provided so as not to interfere with the ground wire support portion 33 protruding from the top of the steel tower.
[0007]
The four main pillars 34 of the power transmission tower 31 are made of angle steel, and are joined to each other by a horizontal web 35 at the upper end. The derrick apparatus 1 is supported on horizontal support beams 5 and 6 fixed to the three main pillar members 34 at the upper part of the steel tower via clamp fittings 2, 3 and 4. The first to third clamp fittings 2, 3, 4 are fixed to the main column member 34 so as to sandwich the main column member 34 at a position slightly below the upper end of the main column member 34.
[0008]
As shown in FIGS. 3 and 4, the first clamp fitting 2 mainly supports the boom 7 and the main pillar 8 of the derrick device 1, and the main body 9 attached to the outside (mountain side) of the main pillar material 34. The fastening member 10 is attached to the inner side (valley side) opposite to this, and is fastened to the main column member 34 by fastening them with bolts. The main body 9 has a bearing cylinder 9a penetrating vertically. The base end side of the main column 8 is inserted and fixed to the bearing tube 9a. As shown in FIGS. 4 and 6, a ring 11 with an ear 11a is fitted between the lower portion of the main column 8 and the clamp metal fitting body 9 so as to be rotatable about its axis. The base end of the boom 7 is pivotably attached to the ear 11a. Therefore, the boom 7 can be swung and raised and lowered with respect to the clamp fitting 2. The clamp metal body 9 includes a pair of support plates 9b arranged in a direction perpendicular to each other, and end flanges 5a and 6a of the support beams 5 and 6 are connected with bolts. Two ears 9 c protrude from the lower portion of the clamp metal body 9. The fastening member 10 includes an ear 10a.
[0009]
As shown in FIGS. 3 and 5, the second clamp fitting 3 and the third clamp fitting 4 have the same structure, and are opposed to the main body 12 attached to the outside of the main pillar 34. The fastening member 13 is attached to the inner side, and is fastened to the main column member 34 by fastening between them with a bolt. The main body 12 has a support plate 12a along one outer surface of the main pillar 34, and supports the support beams 5 and 6 with U-shaped bolts 12b. The fastening member 13 is applied to the inside of the main pillar 34 and has an ear 13a. The ear 13 a faces the ear 10 a of the fastening member 10.
[0010]
The support beams 5 and 6 are made of square pipe steel, and flanges 5a and 6a on one end side are coupled to the first clamp fitting 2 and the other end side is a second or third clamp fitting with a U-shaped bolt 12b. 3 and 4 are supported. The support position by the U-shaped bolt 12 b can be changed according to the size of the steel tower 31. Ears 5b and 6b are projected from upper portions of the support beams 5 and 6 on the other end side.
[0011]
As shown in FIG. 3, the second clamp fitting 3 and the third clamp fitting 4 are horizontally coupled by a first coupling member 14. The coupling member 14 includes a central coupling rod 15 and turnbuckles 16 and 17 coupled to both ends thereof. The coupling member 14 can bear loads in both the axial compression direction and the pulling direction. The connecting rod 15 has ears 15a, 15b, and 15c at both ends and the center. The center ear 15c protrudes in the direction orthogonal to the axis. The ear 15c and the fastening member 10 of the clamp fitting 2 are connected by a second coupling member. The second coupling member includes a turnbuckle 18. The turnbuckle 18 can bear loads in both the axial compression direction and the pulling direction.
[0012]
As shown in FIG. 4, the load receiving bracket 19 is fixed to the main column member 34 at a position below the first clamp fitting 2. The load receiving bracket 19 includes a main body 20 attached to the outside of the main pillar member 34 and a fastening member 21 attached to the inside opposite to the main pillar member 34, and is fixed to the main pillar member 34 by tightening a bolt between them. The The main body 20 includes two ears 20a protruding upward. Between the ear 9 c of the ear 20a and the clamp member 12 is coupled vertically in a third coupling member. The third coupling member includes a turnbuckle 22. The turnbuckle 22 can bear loads in both the axial compression direction and the pulling direction.
[0013]
As shown in FIG. 6, two ears 8 a and 8 b are provided in the vicinity of the upper end portion of the main pillar 8 that stands vertically, and a support column is provided between these two ears 8 a and 8 b and the ears 5 b and 6 b of the support beams 5 and 6, respectively. 23 are connected.
[0014]
As shown in FIG. 1, one end of the lifting wire 24 is locked to a winch on the ground, the middle is hung around a pulley 25 at the tip of the boom, and the other end is suspended from the tip of the boom so as to be raised and lowered. In addition, you may attach a winch on a steel tower.
[0015]
One end of the boom hoisting wire 26 is locked to a hoisting device 27 for hoisting such as a chain block, the middle is hung around a pulley 28 above the main column 8, and the other end is locked to the tip of the boom 7. Is done.
[0016]
The work of replacing the uppermost arm bracket 32 of the transmission tower is performed one side at a time. When the replacement work for one arm 32 is completed, the direction of the derrick device 1 is changed and replaced, and the opposite work is performed. The arm metal 32 is removed from the main pillar 34, and the removed arm metal 32 is suspended to the ground by the derrick apparatus 1. The material constituting the new arm is lifted from the ground by the derrick device 1. In addition, the derrick apparatus 1 can be used also for the replacement work of other lower braces and the work of other facilities of the steel tower.
[0017]
【The invention's effect】
As described above, in the present invention, since the derrick device 1 is assembled to be unevenly distributed on one side of the top of the steel tower, the ground wire support part 33 of the steel tower does not become an obstacle to the operation, and the replacement work of the brace can be smoothly performed. Can proceed to. The load applied to the boom 7 is reasonably supported by the clamp fittings 2, 3, 4, the support beams 5, 6, the coupling members 14, 18, 22, the load receiving fitting 19, etc., and the load is concentrated on a part of the steel tower 31. There is no fear.
[Brief description of the drawings]
FIG. 1 is a schematic front view showing a derrick device for exchanging arm of a railway tower.
FIG. 2 is a schematic plan view showing a derrick device.
FIG. 3 is a plan view of a support portion of the derrick device.
FIG. 4 is a perspective view of a lower part of a support of the derrick device.
FIG. 5 is a perspective view of a clamp fitting of the derrick device.
FIG. 6 is a cross-sectional view of a column support part of the derrick device.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Derrick apparatus 2 1st clamp metal fitting 3 2nd clamp metal fitting 4 3rd clamp metal fitting 5 1st support beam 6 2nd support beam 7 Boom 8 Main pillar 15 Connecting rod 14 1st coupling member 16 Turn buckle 17 Turnbuckle 18 Second coupling member (turnbuckle)
19 Load receiving bracket 22 Third coupling member (turn buckle)
23 Strut 24 Lifting wire 25 Pulley 26 Boom hoisting wire 27 Hoisting device 28 Pulley 31 Steel tower 32 Top arm metal 34 Main pillar material

Claims (2)

送電鉄塔を構成する四方の主柱材の内3本の上端よりやや下方位置に夫々主柱材を挟持するように固着される第1乃至第3のクランプ金具と、前記3本の主柱材の内の中央の主柱材に固着される前記第1のクランプ金具と前記第2,第3のクランプ金具とを水平に結合する2つの支持梁と、
前記第2のクランプ金具と前記第3のクランプ金具とを水平に結合するターンバックルを含む第1の結合部材と、
前記第1のクランプ金具と前記第1の結合部材の中間部とを水平に結合するターンバックルを含む第2の結合部材と、
前記第1のクランプ金具に基端が起伏及び旋回自在に枢支され、先端側が前記送電鉄塔の側方へ延出するブームと、
前記第1のクランプ金具に基端が支持され、垂直に起立する主柱と、前記支持梁に基端が夫々結合され、上端が夫々前記主柱の上部に結合される一対の支柱と、
一端がウインチへ係止され、中間が前記ブームの先端部の滑車に掛け回され、他端側がブームの先端部から昇降自在に垂下する吊り上げワイヤと、
一端が起伏用の巻き上げ装置へ係止され、中間が前記主柱上部の滑車に掛け回され、他端が前記ブームの先端部に係止されるブーム起伏用ワイヤとを具備し、
前記送電鉄塔の頂上にて、資材を吊るようにしたことを特徴とする送電鉄塔の頂上作業用デリック装置。
First to third clamp fittings fixed so as to sandwich the main pillar material at positions slightly below the upper ends of the three main pillar members constituting the power transmission tower, and the three main pillar members Two supporting beams for horizontally connecting the first clamp fitting and the second and third clamp fittings fixed to the central main pillar member of
A first coupling member including a turnbuckle that horizontally couples the second clamp fitting and the third clamp fitting;
A second coupling member including a turnbuckle that horizontally couples the first clamp fitting and an intermediate portion of the first coupling member;
A boom whose base end is pivotally supported by the first clamp fittings so as to be able to undulate and turn, and a tip side extends to the side of the power transmission tower;
A base column whose base end is supported by the first clamp metal fitting, and a vertical column; a pair of columns each having a base end coupled to the support beam and a top end coupled to an upper portion of the main column;
One end is locked to the winch, the middle is hung around the pulley at the tip of the boom, and the other end is suspended from the tip of the boom so that it can be raised and lowered,
A boom hoisting wire having one end locked to the hoisting device for hoisting, the middle hung around a pulley on the upper part of the main pillar, and the other end hooked to the tip of the boom;
A derrick device for top work of a power transmission tower, wherein materials are suspended at the top of the power transmission tower.
前記第1のクランプ金具の下方に位置して前記送電鉄塔の主柱材に固着される荷重受け金具と、
この荷重受け金具と前記第1のクランプ金具との間を垂直に結合するターンバックルを含む第3の結合部材とをさらに具備することを特徴とする請求項1に記載の送電鉄塔の頂上作業用デリック装置。
A load receiving bracket that is positioned below the first clamp fitting and is fixed to a main pillar material of the power transmission tower;
The top of the transmission tower according to claim 1, further comprising a third coupling member including a turnbuckle that vertically couples between the load receiving bracket and the first clamp fitting. Derrick device.
JP2001082505A 2001-03-22 2001-03-22 Derrick device for top work of transmission tower Expired - Fee Related JP4349604B2 (en)

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