JP2000324632A - Work scaffold for work on the tower section of overhead power transmission lines - Google Patents
Work scaffold for work on the tower section of overhead power transmission linesInfo
- Publication number
- JP2000324632A JP2000324632A JP12697799A JP12697799A JP2000324632A JP 2000324632 A JP2000324632 A JP 2000324632A JP 12697799 A JP12697799 A JP 12697799A JP 12697799 A JP12697799 A JP 12697799A JP 2000324632 A JP2000324632 A JP 2000324632A
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- JP
- Japan
- Prior art keywords
- scaffold
- work
- tower
- main
- arm
- 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.)
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Abstract
(57)【要約】
【課題】 架空送電線路の鉄塔部での作業の能率を向上
させ、労力負担を軽減する。
【解決手段】 作業足場11は、下端部に足場板12を
取り付けた足場主柱13の上端部に、鉄塔の腕金1の水
平な腕金主材1aに引っ掛け可能なフック部を持つ連結
部14を設けた構成である。15はステップである。2
は送電線、3は引留クランプ、4はジャンパソケット、
5はジャンパ導体、6は耐張碍子連である。停電事故等
で系統分断あるいは再接続等のために鉄塔部で作業する
際、作業者は、足場板12に乗って、ジャンパソケット
4の着脱等の作業を行う。足場を確保することができ安
定した姿勢で作業できるので、作業がし易い。
(57) [Abstract] [Problem] To improve the efficiency of work at a steel tower section of an overhead power transmission line and reduce labor burden. SOLUTION: A work scaffold 11 has a connecting portion 14 having a hook portion that can be hooked on a horizontal arm member main member 1a of an arm member 1 of a steel tower at an upper end portion of a scaffold main column 13 having a scaffold plate 12 attached to a lower end portion. It is a configuration provided. 15 is a step. 2
Is the transmission line, 3 is the clamping clamp, 4 is the jumper socket,
5 is a jumper conductor, and 6 is a tension insulator series. When working on a steel tower for power system disconnection or reconnection in the event of a power outage or the like, an operator rides on the scaffold plate 12 and performs work such as mounting and removing the jumper socket 4. Since a scaffold can be secured and work can be performed in a stable posture, work is easy.
Description
【0001】[0001]
【発明の属する技術分野】この発明は、架空送電線の鉄
塔部の作業に用いられる架空送電線の鉄塔部作業用の作
業足場に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a work scaffold for working on a tower section of an overhead transmission line used for working on a tower section of an overhead transmission line.
【0002】[0002]
【従来の技術】架空送電線路では、例えば、停電事故、
接地事故、誘導事故等の電気事故の際に、あるいはメン
テナンス等の際に、鉄塔部で作業を行う必要が生じる。
図9は架空送電線路における耐張鉄塔の電線引留め部近
傍を示すもので、1は鉄塔の腕金、2は送電線、3は引
留クランプ、4はジャンパソケット、5はジャンパ導体
である。送電線2はその端部に圧縮固定した引留クラン
プ3および耐張碍子連6を介して鉄塔の腕金1に引き留
められる。ジャンパ導体5は、その両端に固定したジャ
ンパソケット4を引留クランプ3にボルト接合して、鉄
塔両側の送電線2間を電気的に接続する。2. Description of the Related Art In overhead transmission lines, for example,
In the event of an electrical accident such as a grounding accident or an induction accident, or in the case of maintenance or the like, it is necessary to perform work at the tower.
FIG. 9 shows the vicinity of an electric wire retaining portion of a tension tower in an overhead transmission line, where 1 is an arm of a tower, 2 is a transmission line, 3 is a clamping clamp, 4 is a jumper socket, and 5 is a jumper conductor. The transmission line 2 is retained on the arm 1 of the tower via a retaining clamp 3 and a tension insulator 6 which are compression-fixed to its end. The jumper conductor 5 is electrically connected between the transmission lines 2 on both sides of the tower by bolting the jumper sockets 4 fixed to both ends thereof to the retaining clamp 3.
【0003】例えば66KV程度の架空送電線路の場
合、腕金1から引留クランプ3までの距離Lは例えば
1.0〜1.2m程度、ジャンパ導体5の中央部の腕金
1からの垂直距離Hは1.0〜1.5m程度であるが、
上記電気事故等のために、このような鉄塔部において系
統分断を行う必要が生じた場合、引留クランプ3にボル
ト接合されているジャンパソケット4のボルトを外し、
ジャンパソケット4を引留クランプ3から外してジャン
パ装置を開放する系統分断作業を行っている。また、再
接続の際には、ジャンパソケット4を引留クランプ3に
ボルト接合する系統再接続作業を行う。For example, in the case of an overhead transmission line of about 66 KV, the distance L from the arm 1 to the retaining clamp 3 is, for example, about 1.0 to 1.2 m, and the vertical distance H of the center of the jumper conductor 5 from the arm 1. Is about 1.0 to 1.5 m,
When it becomes necessary to disconnect the system in such a tower part due to the electric accident or the like, remove the bolt of the jumper socket 4 bolted to the retaining clamp 3,
The jumper socket 4 is removed from the retaining clamp 3 to perform a system disconnection operation to open the jumper device. At the time of reconnection, a system reconnection operation of bolting the jumper socket 4 to the retaining clamp 3 is performed.
【0004】従来、上記のジャンパソケット4を引留ク
ランプ3に対して着脱する作業等の鉄塔部の作業は、作
業者が電線2あるいは碍子連6に宙乗りして行ったり、
塔体から身体を乗り出して行ったり、あるいは図9に2
点鎖線で示すように緊線梯子8を掛けて行ったりしてい
る。Conventionally, the work of the steel tower, such as the work of attaching and detaching the jumper socket 4 to and from the retaining clamp 3, is performed by an operator riding on the electric wire 2 or the insulator series 6,
Lean your body out of the tower or go to
As shown by the dashed line, the user runs on the ladder line 8.
【0005】[0005]
【発明が解決しようとする課題】上記の電線2あるいは
碍子連6上に宙乗りして行う作業は、姿勢を保持しなが
らの動作となるため、作業性が悪く、作業者の労力負担
も大きい。また、塔体から身体を乗り出して行う作業
は、不安定な姿勢での動作となるため、やはり作業性が
悪く、作業者の労力負担も大きい。また、緊線梯子8を
利用して行う作業は、足場が安定していないため、やは
り作業性が悪い。The work carried out while riding on the electric wire 2 or the insulator string 6 is performed while maintaining the posture, so that the workability is poor and the labor burden on the worker is large. In addition, since the work performed while leaning the body from the tower body is performed in an unstable posture, the workability is also poor, and the labor burden on the operator is also large. In addition, work performed using the lane ladder 8 is also poor in workability because the scaffold is not stable.
【0006】本発明は上記事情に鑑みてなされたもの
で、架空送電線路の鉄塔部での作業の能率を向上させ、
かつ作業者の労力負担を軽減することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and improves the efficiency of work in a tower section of an overhead power transmission line,
It is another object of the present invention to reduce the labor burden on workers.
【0007】[0007]
【課題を解決するための手段】上記課題を解決する請求
項1の架空送電線の鉄塔部作業用の作業足場の発明は、
下端部に足場板を取り付けた足場主柱の上端部に、鉄塔
の腕金の水平な腕金主材に引っ掛け可能なフック部を持
つ連結部を設けたことを特徴とする。According to a first aspect of the present invention, there is provided a work scaffold for working a steel tower section of an overhead power transmission line.
A connecting portion having a hook portion that can be hooked on a main arm member of a horizontal arm of a steel tower is provided at an upper end of a main pillar of a scaffold having a scaffold plate attached to a lower end thereof.
【0008】請求項2の架空送電線の鉄塔部作業用の作
業足場の発明は、下端部に足場板を取り付けた足場主柱
の上端部を、鉄塔の腕金の水平な腕金主材の先端近傍
に、ヒンジ機構を介して塔体側に回動可能に取り付けた
ことを特徴とする。According to a second aspect of the present invention, there is provided a work scaffold for working a steel tower section of an overhead power transmission line, wherein an upper end of a main pillar of a scaffold having a scaffold plate attached to a lower end is provided near a tip end of a horizontal arm bar main member of a steel arm of a tower. In addition, it is rotatably attached to the tower side via a hinge mechanism.
【0009】請求項3の架空送電線の鉄塔部作業用の作
業足場の発明は、下端部に足場板を取り付けた足場主柱
の上端部を、鉄塔の腕金の水平な腕金主材の下面に取り
付けたレールに、可動支持機構を介して当該レールに沿
って移動可能に取り付けたことを特徴とする。According to a third aspect of the present invention, there is provided a work scaffold for work on a tower section of an overhead power transmission line, wherein an upper end of a scaffold main pole having a scaffold plate attached to a lower end is attached to a lower surface of a horizontal arm bar main member of a steel arm of the tower. It is characterized by being mounted movably along the rail to the mounted rail via a movable support mechanism.
【0010】[0010]
【発明の実施の形態】以下、本発明の実施の形態を図1
〜図8を参照して説明する。本発明の作業足場は、例え
ば、66KV程度の架空送電線路等のように、引留クラ
ンプの位置が塔体からあまり離れていない鉄塔部に適用
される。各実施形態における鉄塔部の構成自体は、図9
で説明したものと同じであり、図1、図4、図5、図7
等において、1は鉄塔の腕金、2は送電線(電線)、3
は引留クランプ、4はジャンパソケット、5はジャンパ
導体である。送電線2はその端部に固定した引留クラン
プ3および耐張碍子連6を介して鉄塔の腕金1に引き留
められ、ジャンパ導体5の両端に固定したジャンパソケ
ット4を引留クランプ3にボルト接合して、送電線2と
電気的に接続される。FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described with reference to FIGS. The work scaffold of the present invention is applied to a steel tower portion in which a position of a retaining clamp is not so far from a tower body, such as an overhead power transmission line of about 66 KV or the like. The configuration itself of the tower in each embodiment is shown in FIG.
1, FIG. 4, FIG. 5, FIG.
In the above, 1 is a steel tower arm, 2 is a transmission line (electric wire), 3
Is a clamp, 4 is a jumper socket, and 5 is a jumper conductor. The transmission line 2 is fastened to the armrest 1 of the tower via an anchor clamp 3 fixed to the end of the transmission line 2 and a tension insulator series 6, and a jumper socket 4 fixed to both ends of a jumper conductor 5 is bolted to the anchor clamp 3. And is electrically connected to the transmission line 2.
【0011】図1、図2に請求項1の鉄塔部作業用の作
業足場11の一実施形態を示す。この作業足場11は、
仮設型かつ可搬式の作業足場であり、下端部に足場板1
2を取り付けた足場主柱13の上端部に、鉄塔の腕金1
の水平な腕金主材1aに引っ掛け可能なフック部14を
持つ連結部14を設けた構成である。鉄塔の腕金1は水
平に延びる腕金主材1aおよびその上方で先端側に斜め
下方に延びる斜め材1bを備えており、前記連結部14
は、図2に詳細を示すように、水平な左右の腕金主材1
aにそれぞれ引っ掛け可能な1対のフック部14aを備
えている。また、足場主柱13には作業者が昇降するた
めの、ステップ15を固定している。FIGS. 1 and 2 show an embodiment of a work scaffold 11 for work on a steel tower section according to claim 1. This work scaffold 11
It is a temporary and portable work scaffold, with a scaffold plate 1 at the lower end.
At the upper end of the scaffold main column 13 with the 2
And a connecting portion 14 having a hook portion 14 that can be hooked on the horizontal arm member main member 1a. The arm member 1 of the tower is provided with a main member 1a extending horizontally and an oblique member 1b extending obliquely downward on the tip side above the arm member 1a.
As shown in detail in FIG.
a is provided with a pair of hook portions 14a each of which can be hooked. Further, a step 15 for the worker to go up and down is fixed to the main scaffold 13.
【0012】上記の鉄塔部で系統分断作業等が必要にな
った時、作業者は上記の作業足場11を鉄塔の腕金1部
分に上げ、腕金主材1aに取り付ける。この場合、連結
部14の左右のフック部14aを図2の向きと直角方向
にした状態で、左右の腕金主材1a間で下方から上に持
ち上げ、直角に回した後下げて、左右のフック部14a
を左右の腕金主材1aに図2のように引っ掛ける。な
お、必要があれば、フック部14aを腕金主材1aに固
定する手段を設けてもよい。When it becomes necessary to perform a system dividing operation or the like at the above-mentioned tower, the worker raises the above-mentioned work scaffold 11 to the arm 1 of the tower and attaches it to the arm member main member 1a. In this case, with the left and right hook portions 14a of the connecting portion 14 in the direction perpendicular to the direction of FIG. 14a
Is hooked on the left and right arm main members 1a as shown in FIG. If necessary, a means for fixing the hook portion 14a to the arm member main member 1a may be provided.
【0013】作業者は、腕金1から作業足場11のステ
ップ15に足を掛けて足場板12上に降り、この足場板
12に乗って、系統分断のためにジャンパソケット4を
引留クランプ3から取り外す作業、あるいは再接続時に
ジャンパソケット4を引留クランプ3にボルト接合する
作業等を行う。このように、足場を確保することができ
安定した姿勢で作業できるので、従来のように、電線2
や碍子連6上に宙乗りして、あるいは塔体から身体を乗
り出して、あるいは緊線梯子を利用して行う作業と比べ
て、作業がし易くなり、能率が向上し、また、労力負担
も軽くなる。また、連結部14のフック部14aにより
腕金1に簡単に掛けることができるので、仮設型・可搬
式の作業足場として取り扱い性に優れている。An operator puts his foot on the step 15 of the working scaffold 11 from the arm 1 and descends on the scaffold 12, and on this scaffold 12, removes the jumper socket 4 from the clamp 3 to disconnect the system. At the time of removal or reconnection, the jumper socket 4 is bolted to the anchor 3 and the like. As described above, since it is possible to secure the scaffolding and work in a stable posture, the electric wire
Work is easier, efficiency is improved, and the labor burden is lighter than the work performed in the air or on the insulator chain 6, or leaning out of the tower body, or using the cable ladder. Become. In addition, since the hook 14a of the connecting portion 14 can be easily hooked on the arm 1, the handle 14 is excellent in handleability as a temporary and portable work scaffold.
【0014】上記の作業足場11の足場板12は長さが
短いが、図1(イ)に2点鎖線で示すように、長い足場
板12’を必要とする場合は、当該長い足場板12’を
本線(送電線2)に掛けて吊り下げ得るための吊り下げ
具16を付加することもできる。この場合、汚損地域等
における長大なジャンパ装置部での作業足場として利用
することが可能となる。The scaffold plate 12 of the work scaffold 11 is short in length, but when a long scaffold plate 12 'is required as shown by a two-dot chain line in FIG. It is also possible to add a suspending tool 16 for hanging the 'on the main line (transmission line 2). In this case, it can be used as a work scaffold for a long jumper device in a soiled area or the like.
【0015】図3は上記の作業足場11における足場板
についての他の実施形態を示すもので、この足場板12
Aは、その左右部を別体とし、足場主柱13の下端部に
設けたヒンジ軸17により上方に回動可能に設けたもの
である。なお、18は足場板12Aを受ける受け部であ
る。この実施形態では、使用しない時は、足場板12A
を2点鎖線で示すように折りたためるため、コンパクト
になり、運搬が容易になる。FIG. 3 shows another embodiment of the scaffold plate in the work scaffold 11.
A has left and right portions separated from each other, and is provided so as to be rotatable upward by a hinge shaft 17 provided at a lower end portion of the scaffold main column 13. Reference numeral 18 denotes a receiving portion that receives the scaffold plate 12A. In this embodiment, when not in use, the scaffold plate 12A
Is folded as shown by a two-dot chain line, so that it becomes compact and easy to carry.
【0016】前述の作業足場11における足場主柱13
は1本ものであるが、図4に示す作業足場11Bよう
に、左右の縦材19a間に複数のステップ材19bを固
定した梯子型の足場主柱13Bを用いることもできる。
また、作業足場11Bの足場板12Bは、前述した図3
の構造とほぼ同様に、左右を別体とし、矢印のように上
方に折り畳める構造としている。この梯子型の作業足場
11Bでは、足場板12Bへの昇降動作が容易である。The main pillar 13 of the work scaffold 11 described above.
Is a single ladder, but a ladder-type scaffold main column 13B in which a plurality of step members 19b are fixed between left and right vertical members 19a can be used as a work scaffold 11B shown in FIG.
Further, the scaffold plate 12B of the work scaffold 11B is the same as that of FIG.
In a similar manner to the structure described above, the left and right are separated from each other and can be folded upward as indicated by an arrow. With this ladder-type work scaffold 11B, the operation of moving up and down to the scaffold plate 12B is easy.
【0017】図5、図6に請求項2の鉄塔部作業用の作
業足場21の一実施形態を示す。この作業足場21は常
設型、すなわち常に鉄塔に設置されているものであり、
下端部に足場板22を取り付けた足場主柱23の上端部
を、鉄塔の腕金1の水平な腕金主材1aの先端近傍に、
ヒンジ機構24を介して塔体10方向に回動可能に取り
付けた構造である。前記ヒンジ機構24は、例えば図6
に示すように、腕金主材1aに固定した軸受け部材24
aで支持されたヒンジ軸24bに足場主柱23を連結し
た構成である。また、軸受け部材24a側にあけた穴に
ピン25を差し込んでロックする機構としている。FIGS. 5 and 6 show an embodiment of a work scaffold 21 for work on a steel tower section according to claim 2. This work scaffold 21 is of a permanent type, that is, always installed on a steel tower,
The upper end of the scaffold main pillar 23 having the scaffold plate 22 attached to the lower end is located near the tip of the horizontal arm member main member 1a of the steel arm 1 of the tower.
This is a structure that is attached so as to be rotatable in the direction of the tower 10 via a hinge mechanism 24. The hinge mechanism 24 is, for example, shown in FIG.
As shown in the figure, the bearing member 24 fixed to the arm member main member 1a
This is a configuration in which the main scaffold pillar 23 is connected to the hinge shaft 24b supported by a. In addition, a mechanism is provided in which the pin 25 is inserted into a hole formed in the bearing member 24a and locked.
【0018】この作業足場21は、作業時にはピン25
でロックして垂直な状態に固定し、収納時にはピン25
を引き抜いてロックを解除し、足場主柱23を図6の2
点鎖線で示すように、腕金1(1a)の下面に沿うよう
に上方に回動させて格納する。なお、足場主柱23を図
6の2点鎖線で示す水平位置に保持する手段は省略する
が、例えば塔体10側にフックを取り付ける等、適宜の
手段を採用できる。この作業足場21を利用して鉄塔部
の作業をする場合も、前述と同様に、従来作業と比べ
て、作業がし易く、能率が向上し、また、労力負担も軽
くなる。The work scaffold 21 holds the pins 25 during work.
And lock it in a vertical position.
And unlock the lock.
As shown by the dashed line, it is rotated upward and stored along the lower surface of the arm 1 (1a). The means for holding the main pillar 23 at the horizontal position indicated by the two-dot chain line in FIG. 6 is omitted, but an appropriate means such as attaching a hook to the tower body 10 side can be adopted. Also in the case of performing work on the steel tower using the work scaffold 21, work is easier, efficiency is improved, and labor burden is reduced as compared with the conventional work, as described above.
【0019】図7、図8に請求項3の鉄塔部作業用の作
業足場31の一実施形態を示す。この作業足場31も常
設型であり、下端部に足場板32を取り付けた足場主柱
33の上端部を、鉄塔の腕金1の水平な腕金主材1aの
下面に取り付けたレール35に、可動支持機構34を介
して当該レール35に沿って移動可能に取り付けた構成
である。図示例の可動支持機構34は、図8に詳細を示
すように、I形ないしH形のレール材の上フランジ35
aをVボルト36およびナット37で腕金主材1aに締
め付け固定してレール35とし、このレール35の下フ
ランジ35b上に乗るコロ34aを回転可能に支持する
枠部34bを足場主柱33の上端部に固定した構成であ
る。この実施形態の作業足場31は、腕金1の長手方向
にレール35に沿って移動させることができるので、不
使用時には、当該作業足場31全体を塔体10側に引き
寄せ、塔体10に沿わせて収納できる。この作業足場3
1を利用して鉄塔部の作業をする場合も、前述と同様
に、従来作業と比べて、作業がし易く、能率が向上し、
また、労力負担も軽くなる。FIGS. 7 and 8 show an embodiment of a work scaffold 31 for work on a steel tower section according to a third aspect of the present invention. The work scaffold 31 is also of a permanent type, and the upper end of the scaffold main pillar 33 having a scaffold plate 32 attached to the lower end thereof is movably supported on a rail 35 attached to the lower surface of the horizontal arm member main member 1a of the steel arm 1 of the tower. It is configured to be movably mounted along the rail 35 via a mechanism 34. As shown in detail in FIG. 8, the movable support mechanism 34 in the illustrated example includes an upper flange 35 of an I-shaped or H-shaped rail member.
a is tightened and fixed to the main arm member 1a with a V-bolt 36 and a nut 37 to form a rail 35, and a frame portion 34b that rotatably supports a roller 34a that rides on a lower flange 35b of the rail 35 is an upper end of the scaffold main column 33. The configuration is fixed to. Since the work scaffold 31 of this embodiment can be moved along the rail 35 in the longitudinal direction of the arm 1, when not in use, the entire work scaffold 31 is drawn to the tower 10 side, and is moved along the tower 10. Can be stored together. This work scaffold 3
In the case of performing work on the steel tower section using No. 1, the work is easier and the efficiency is improved as compared with the conventional work, as described above.
Also, the labor burden is reduced.
【0020】[0020]
【発明の効果】本発明の作業足場によれば、足場を確保
することができ安定した姿勢で作業できるので、従来の
作業方法と比較して、作業がし易くなり、能率が向上
し、また、労力負担も軽くなる。According to the work scaffold of the present invention, the work can be secured and the work can be performed in a stable posture, so that the work is easier and the efficiency is improved as compared with the conventional work method. Also, the labor burden is reduced.
【0021】請求項1の作業足場によれば、連結部のフ
ック部により腕金に簡単に掛けることができるので、仮
設型・可搬式の作業足場として取り扱い性に優れてい
る。また、足場板を折り畳み可能にすれば、不使用時に
折り畳んでコンパクトにできるので、運搬が容易にな
り、また収納に場所を取らない。また、足場板を送電線
本線に掛けて吊り下げ得るための吊り下げ具を付加する
ことで、足場板を長くすることが可能であり、汚損地域
等における長大なジャンパ装置部での作業足場として利
用することが可能となる。According to the work scaffold of the first aspect, the hook can be easily hooked on the arm by the hook portion of the connecting portion, so that the work scaffold is excellent as a temporary and portable work scaffold. In addition, if the scaffold plate is foldable, it can be folded and compact when not in use, so that it is easy to carry and saves space for storage. In addition, it is possible to lengthen the scaffold plate by adding a suspending tool for hanging the scaffold plate on the main line of the transmission line, and as a work scaffold for a long jumper device section in a contaminated area or the like. It can be used.
【0022】請求項2の作業足場によれば、常設型の作
業足場として、必要な時に随時使用することができると
ともに、不使用時には、上方に回動させることで腕金に
沿わることができるので、邪魔にならないとともに、収
納がきわめて容易であり、かつ、その構造も簡単であ
る。また、足場主柱の回動を規制するロック機構を設け
ることで、みだりに動かない固定足場となり、足場が安
定して、作業能率が向上する。According to the work scaffold of the second aspect, the work scaffold can be used as needed as a permanent work scaffold, and when not in use, the work scaffold can be swung upward to follow the arm. Therefore, it is not obstructive, is extremely easy to store, and has a simple structure. Further, by providing a lock mechanism for restricting the rotation of the main pillar of the scaffold, the scaffold becomes a fixed scaffold that does not move unintentionally, the scaffold is stabilized, and work efficiency is improved.
【0023】請求項3によれば、常設型の作業足場とし
て、必要な時に直ちに使用することができるとともに、
不使用時には、作業足場を腕金の長手方向に移動可能な
ので、邪魔にならないとともに、収納がきわめて簡単で
ある。According to the third aspect, it can be used as a permanent work scaffold immediately when needed,
When not in use, the work scaffold can be moved in the longitudinal direction of the arm, so that it is not obstructed and storage is extremely simple.
【図1】本発明の鉄塔部作業用の作業足場の一実施形態
を示すもので、(イ)は架空送電線の鉄塔におけるジャ
ンパ装置近傍の側面図、(ロ)は鉄塔の腕金の先端近傍
の平面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows an embodiment of a work scaffold for work of a tower portion of the present invention, wherein (a) is a side view near a jumper device in a tower of an overhead power transmission line, and (b) is a tip of a metal arm of the tower. It is a top view of the vicinity.
【図2】図1(ロ)のA−A線における要部の拡大断面
図である。FIG. 2 is an enlarged cross-sectional view of a main part taken along line AA of FIG.
【図3】上記の鉄塔部作業用の作業足場における足場板
を開閉式にした実施形態を示すもので、足場主柱の下端
近傍の要部の拡大側面図である。FIG. 3 is an enlarged side view of a main part near the lower end of a main pillar of the scaffold, showing an embodiment in which a scaffold plate in the work scaffold for work on a steel tower is opened and closed.
【図4】上記の鉄塔部作業用の作業足場における足場主
柱を梯子式にした実施形態を示すもので、鉄塔における
ジャンパ装置近傍の側面図である。FIG. 4 is a side view showing a ladder-type main scaffold of the work scaffold for work on the tower section, and is a side view of a vicinity of a jumper device in the tower.
【図5】足場主柱をヒンジ機構を介して取り付けた実施
形態を示すもので、鉄塔における腕金近傍の要部の正面
図である。FIG. 5 is a front view of a main part of a steel tower in the vicinity of a ferrule, showing an embodiment in which a main scaffold is attached via a hinge mechanism.
【図6】図5におけるヒンジ機構部分の拡大図である。FIG. 6 is an enlarged view of a hinge mechanism in FIG.
【図7】足場主柱を腕金に固定したレールに沿って移動
可能に取り付けた実施形態を示すもので、鉄塔における
腕金近傍の要部の正面図である。FIG. 7 is a front view of a main part of a steel tower in the vicinity of the arm bar, showing an embodiment in which the main pillar of the scaffold is movably mounted along a rail fixed to the arm bar.
【図8】図7におけるレール近傍の拡大した断面図であ
る。FIG. 8 is an enlarged cross-sectional view near the rail in FIG. 7;
【図9】従来例を説明するための図で、架空送電線の鉄
塔におけるジャンパ装置近傍の側面図である。FIG. 9 is a diagram for explaining a conventional example, and is a side view near a jumper device in a tower of an overhead transmission line.
1 腕金 1a 腕金主材 2 送電線 3 引留クランプ 4 ジャンパソケット 5 ジャンパ導体 6 碍子連 10 塔体 11、11B、21、31 作業足場 12、12A、12B、22、32 足場板 13、13B、23、33 足場主柱 14 連結部 14a フック部 15 ステップ 16 吊り下げ具 17 ヒンジ軸 18 受け部 19a 縦材 19b ステップ材 24 ヒンジ機構 24a 軸受け部材 24b ヒンジ軸 34 可動支持機構 34a コロ 34b 枠部 35 レール 36 Vボルト DESCRIPTION OF SYMBOLS 1 Arm metal 1a Arm metal main material 2 Transmission line 3 Retention clamp 4 Jumper socket 5 Jumper conductor 6 Insulator string 10 Tower body 11, 11B, 21, 31 Work scaffold 12, 12A, 12B, 22, 32 Scaffolding board 13, 13B, 23, 33 Scaffolding main pillar 14 Connecting part 14a Hook part 15 Step 16 Hanging tool 17 Hinge shaft 18 Receiving part 19a Vertical member 19b Step member 24 Hinge mechanism 24a Bearing member 24b Hinge shaft 34 Movable support mechanism 34a Roller 34b Frame part 35 Rail 36 V bolt
───────────────────────────────────────────────────── フロントページの続き (72)発明者 大場 栄 東京都江東区木場1−5−1 株式会社フ ジクラ内 (72)発明者 中内 一志 東京都千代田区内幸町1−1−3東京電力 株式会社内 (72)発明者 石橋 武 東京都千代田区内幸町1−1−3東京電力 株式会社内 (72)発明者 手塚 利充 東京都千代田区内幸町1−1−3東京電力 株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Sakae Oba 1-5-1 Kiba, Koto-ku, Tokyo Inside Fujikura Co., Ltd. (72) Inventor Kazushi Nakauchi 1-1-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Tokyo Electric Power Company Stock Inside the Company (72) Inventor Takeshi Ishibashi 1-1-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Tokyo Electric Power Company, Inc. (72) Inventor Toshimitsu Tezuka 1-1-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Tokyo Electric Power Company, Inc.
Claims (3)
上端部に、鉄塔の腕金の水平な腕金主材に引っ掛け可能
なフック部を持つ連結部を設けたことを特徴とする架空
送電線の鉄塔部作業用の作業足場。1. An aerial transport comprising a connecting portion having a hook portion which can be hooked on a horizontal arm bar main member of a steel tower arm bar at an upper end portion of a main pillar of a scaffold having a scaffold plate attached to a lower end portion thereof. A work scaffold for work on the electric tower.
上端部を、鉄塔の腕金の水平な腕金主材の先端近傍に、
ヒンジ機構を介して塔体方向に回動可能に取り付けたこ
とを特徴とする架空送電線の鉄塔部作業用の作業足場。2. An upper end of a main pillar of a scaffold having a scaffold plate attached to a lower end thereof, near a front end of a horizontal arm bar main member of a steel arm of a tower.
A work scaffold for work on a steel tower section of an overhead power transmission line, wherein the work scaffold is attached rotatably in a tower direction via a hinge mechanism.
上端部を、鉄塔の腕金の水平な腕金主材の下面に取り付
けたレールに、可動支持機構を介して当該レールに沿っ
て移動可能に取り付けたことを特徴とする架空送電線の
鉄塔部作業用の作業足場。3. An upper end of a main scaffold having a scaffold plate attached to a lower end thereof is moved along a rail attached to a lower surface of a horizontal arm member main member of a steel arm of a steel tower via a movable support mechanism. A work scaffold for work on a tower section of an overhead power transmission line, which is attached as possible.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12697799A JP2000324632A (en) | 1999-05-07 | 1999-05-07 | Work scaffold for work on the tower section of overhead power transmission lines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12697799A JP2000324632A (en) | 1999-05-07 | 1999-05-07 | Work scaffold for work on the tower section of overhead power transmission lines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000324632A true JP2000324632A (en) | 2000-11-24 |
Family
ID=14948594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12697799A Pending JP2000324632A (en) | 1999-05-07 | 1999-05-07 | Work scaffold for work on the tower section of overhead power transmission lines |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000324632A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008182795A (en) * | 2007-01-23 | 2008-08-07 | Chugoku Electric Power Co Inc:The | Auxiliary arm for overhead wire ladder and overhead wire ladder |
| JP2014143871A (en) * | 2013-01-25 | 2014-08-07 | Chugoku Electric Power Co Inc:The | Fixture for overhead wire lean-over instrument and method of fixing overhead wire lean-over instrument by using the same |
-
1999
- 1999-05-07 JP JP12697799A patent/JP2000324632A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008182795A (en) * | 2007-01-23 | 2008-08-07 | Chugoku Electric Power Co Inc:The | Auxiliary arm for overhead wire ladder and overhead wire ladder |
| JP2014143871A (en) * | 2013-01-25 | 2014-08-07 | Chugoku Electric Power Co Inc:The | Fixture for overhead wire lean-over instrument and method of fixing overhead wire lean-over instrument by using the same |
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