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JPH061932B2 - Overhead method for long-span transmission lines - Google Patents
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JPH061932B2 - Overhead method for long-span transmission lines - Google Patents

Overhead method for long-span transmission lines

Info

Publication number
JPH061932B2
JPH061932B2 JP20578387A JP20578387A JPH061932B2 JP H061932 B2 JPH061932 B2 JP H061932B2 JP 20578387 A JP20578387 A JP 20578387A JP 20578387 A JP20578387 A JP 20578387A JP H061932 B2 JPH061932 B2 JP H061932B2
Authority
JP
Japan
Prior art keywords
wire
overhead
heavy
tension
long
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 - Lifetime
Application number
JP20578387A
Other languages
Japanese (ja)
Other versions
JPS6450705A (en
Inventor
弘之 星野
正夫 塙
均 菊池
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable Ltd
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
Publication date
Application filed by Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP20578387A priority Critical patent/JPH061932B2/en
Publication of JPS6450705A publication Critical patent/JPS6450705A/en
Publication of JPH061932B2 publication Critical patent/JPH061932B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、架空送電線の架線方法に関し、とくに海峡横
断とか河川横断のように中間に鉄塔を構築することが困
難で長径間化された鉄塔径間に架線する場合はすぐれた
効果を発揮する新規な架線方法に関する。
TECHNICAL FIELD The present invention relates to an overhead power transmission line overhead wire method, and in particular, it is difficult to construct a steel tower in the middle such as across a strait or across a river, and a long span has been achieved. The present invention relates to a novel overhead line method that exhibits excellent effects when overhead lines are installed between steel towers.

〔従来の技術と問題点〕[Conventional technology and problems]

架空送電線を架線する際は、鉄塔をまず構築し、当該鉄
塔間に電線を延線し、所要弛度となるよう架線張力を維
持して鉄塔アームに引留めあるいは懸垂する。
When an overhead power transmission line is to be installed, first, a steel tower is constructed, an electric wire is extended between the steel towers, and the overhead wire tension is maintained so as to have a required degree of slackness, and the steel tower is held or suspended from the steel tower arm.

通常の送電線路における鉄塔径間は、長くなっても精々
数百mであって、それより長径間化することがある場合
には、中間に別に鉄塔を構築し、余りに長径間とならな
いように設計されるのが通常である。
The length of the steel tower in a normal transmission line is at most several hundred meters even if it becomes long, and if it is possible to make it longer than that, build another steel tower in the middle so that it will not be too long. It is usually designed.

しかし、線路形成上のでの特殊な地域、例えば海峡や河
川横断地域あるいは山間地などでは、希望通りに鉄塔を
建設することが困難で長径間化の止むなきに至る場合が
多い。それが山間地であれば、通常谷間まで相当の距離
があり、電線の弛度低下が問題となるようなことはまず
ない。
However, it is difficult to construct a steel tower as desired in a special area for forming a track, such as a strait, a river crossing area, or a mountainous area, which often leads to an increase in the span. If it is a mountainous area, there is usually a considerable distance to the valley and it is unlikely that the sag of the wire will decrease.

しかしながら、海峡横断部や河川横断部では、送電線の
直下を高いマストを有する船が航行することもあり、超
高圧送電線の弛度低下が起こればこれらとの絶縁間隔を
狭くする結果となり、非常に危険である。このため、従
来は、上記のような架線区間においては、送電線を延線
したのち、当該鉄塔間において架線張力を超える張力を
負荷して電線を一時的に張り上げる作業を行っていた。
高圧送電線として使用される電線には、現在もっぱら鋼
心アルミ撚線が使用されているが、上記長径間において
前記十分な架線弛度を形成するためには、通常径間より
もかなり大きな架線張力を与えねばならない。この際、
超高圧送電線として使用される前記鋼心アルミ撚線のア
ルミ撚線および鋼心が共に前記架線張力を分担するが、
導電メンバーを構成しているアルミ撚線は、テンション
メンバーとしての構成材である鋼心よりは強度の面で大
きく劣っているために、長径間での弛度確保のための大
きな架線張力に耐え得ず、クリープ伸びを生ずるのであ
る。このアルミ撚線部分のクリープ伸びが前記架線弛度
低下の最大の因子となっている。
However, at the crossing of the straits and rivers, ships with high masts may sail directly under the power lines, and if the sag of the ultra-high voltage power lines decreases, the insulation distance between them may be narrowed. , Very dangerous. For this reason, conventionally, in the above-mentioned overhead line section, after extending the transmission line, a work of temporarily tensioning the electric wires by applying a tension exceeding the overhead line tension between the steel towers has been performed.
Currently, steel core aluminum stranded wire is mainly used for electric wires used as high-voltage power transmission lines, but in order to form the sufficient overhead wire sag in the long span, the overhead wire is considerably larger than the normal span. You must give it tension. On this occasion,
Although the aluminum stranded wire and the steel core of the steel core aluminum stranded wire used as an ultra-high voltage power transmission line share the overhead wire tension,
Since the aluminum stranded wire that constitutes the conductive member is significantly inferior in strength to the steel core, which is the constituent material of the tension member, it can withstand a large overhead wire tension to secure the slack between the long diameters. It is not obtained and creep elongation occurs. The creep elongation of the aluminum stranded wire portion is the largest factor for reducing the sag of the overhead wire.

このため、延線直後の電線に架線張力を越える過剰張力
を与えてやり、それによってアルミ撚線部分に予め塑性
変形伸びを生じさせるいわゆるプレストレッチを与えて
しまっておき、架線張力下ではもはやアルミ撚線部分に
張力分担がないようにしておいて、前記クリープ伸びに
よる弛度低下を予防しようとするのが、前述の延線直後
における過大張力負荷作業の目的である。
For this reason, excess tension exceeding the overhead wire tension is applied to the wire immediately after the wire is stretched, and the so-called pre-stretch that causes plastic deformation elongation is generated in advance in the aluminum stranded wire portion. The purpose of the excessive tension load work immediately after the wire drawing is to prevent the relaxation of the slack due to the creep elongation while preventing the tension from being shared by the twisted wire portion.

この過大張力負荷作業は、従来は、強く張り上げた電線
をカムアロングやターンバックル等を用いて鉄塔アーム
先端の碍子連支持金具に固定し、所要時間放置しておい
てアルミ撚線が十分に塑性変形伸びを生ずるのを待つ方
法によって実行していた。しかし、この作業は実用され
る鉄塔を用いての作業であり、設計経済上鉄塔の強度に
は制限があり、その設計強度を越えるような過大な張力
を負荷することはできない。また、すべてが鉄塔上での
高所作業となり、そのような足場の悪い高所での高張力
負荷作業はきわめて危険性が高く、そのための要員や工
具類の過剰な手当が必要であり、安全性、作業性、経済
性の上から多くの問題点を包含する上、前記負荷張力に
制限があることも相俟って、効率の上からも問題があ
る。
Conventionally, this over-tensioning work involves fixing the strongly pulled wire to the insulator support bracket at the end of the tower arm using a cam along or turnbuckle, and leaving it for the required time to allow the aluminum stranded wire to undergo sufficient plastic deformation. It was done by waiting for the growth to occur. However, this work is performed using a practical steel tower, and the strength of the steel tower is limited in terms of design economy, and it is not possible to apply excessive tension that exceeds the design strength. In addition, all work is done in high places on steel towers, and high tension load work in such high places with poor scaffolding is extremely dangerous, which requires excessive allowances for personnel and tools, In addition to many problems in terms of workability, workability, and economical efficiency, there is a problem in efficiency because of the limitation of the load tension.

[発明の目的] 本発明は、上記のような従来技術の有する諸問題を解消
し、長径間送電線における弛度低下を防止するための電
線へのプレストレッチを容易かつ安全に、しかもきわめ
て効率よく付与することが可能な長径間送電線の架線方
法を提供しようとするものである。
[Object of the Invention] The present invention solves the problems of the prior art as described above, and easily and safely prestretches an electric wire to prevent a decrease in sag in a long-span transmission line, and is extremely efficient. The present invention aims to provide a method of connecting a long-span transmission line that can be applied well.

[発明の概要] すなわち、本発明は、電線への上記プレストレッチを、
従来のように鉄塔間に延線した直後に行なうのではな
く、延線前の地上において行なうことを基本的構成とす
るものであり、とりわけそのための工具としての金車を
その後の延線にそのまま活用してクローズドループ延線
を可能ならしめることにより、電線へのプレストレッチ
の高効率かつ十分なる付与と経済性ならびに安全性の確
保を可能ならしめたものである。
[Summary of the Invention] That is, according to the present invention,
The basic structure is to perform it on the ground before the line is drawn, rather than immediately after the line is drawn between the steel towers as in the past. By utilizing this to enable closed loop wire extension, it is possible to ensure high efficiency and sufficient pre-stretching of electric wires and to ensure economic efficiency and safety.

[実施例] 以下に、本発明については実施例に基いて順次説明す
る。
[Examples] Hereinafter, the present invention will be sequentially described based on Examples.

第1〜3図は、本発明に係る架線方法により送電線10
の長距離横断架線を行なっている様子を制す説明図であ
り、第2図は第1図の平面図である。
1 to 3 show the transmission line 10 by the overhead line method according to the present invention.
FIG. 2 is an explanatory view for restraining the situation of performing a long-distance crossover wire, and FIG. 2 is a plan view of FIG.

海峡あるいは大河を横断する距離Lの両岸に長径間鉄塔
およびTが建設され、それぞれの後方に大金車
1,1′が配置され、当該大金車1,1′は止軸2,
2′に支承される。ここにおいて、大金車1は電線10
の延線に使用する一方、電線10に前記プレストレッチ
を与えるためにも使用される。すなわち、鉄塔Tの後
方に設けられたヤードAが当該プレストレッチ付与ヤー
ドであり、大金庫1は鉄塔Tの近傍に設けられた固定
軸7から前記長径間Lに架線すべき電線10の架線長の
ほぼ半分の位置後方に図のように設置され、大金車の金
車溝に電線10が係合 され、電線10が第2図の平面
図に見られるようにほぼU字状に形成される。
Long span towers T 1 and T 2 are constructed on both banks of a distance L that crosses the strait or the river, and large trolleys 1 and 1 ′ are arranged behind them, and the large trolleys 1 and 1 ′ are the stop shafts. Two
It is supported by 2 '. Here, the heavy-duty wagon 1 is an electric wire 10
In addition to being used for extending the wire, it is also used for giving the pre-stretch to the electric wire 10. That is, the yard A provided at the rear of the steel tower T 1 is the pre-stretching yard, and the large vault 1 has the fixed shaft 7 provided in the vicinity of the steel tower T 1 for the electric wire 10 to be extended to the long distance L. It is installed as shown in the figure behind the position of about half the length of the overhead wire, and the electric wire 10 is engaged with the metal groove of the heavy-duty railcar, and the electric wire 10 is almost U-shaped as shown in the plan view of FIG. It is formed.

上記U字状の電線10の両端部には仮止クランプ5が圧
着され、当該仮止クランプ5の連結孔には固定軸7に連
結すべき連結ワイヤ7aおよび延線ワイヤ11が連結可
能に構成される。第2図には、仮止クランプ5の連結孔
に前記連結ワイヤ7aと延線ワイヤ11がともに連結さ
れている状況が示されているが、プレストレッチ付与作
業の際には延線ワイヤ11の連結は必ずしも必要はな
い。
A temporary clamp 5 is crimped to both ends of the U-shaped electric wire 10, and a connecting wire 7a and a wire 11 to be connected to the fixed shaft 7 can be connected to the connecting hole of the temporary clamp 5. To be done. FIG. 2 shows a situation in which the connecting wire 7a and the wire drawing wire 11 are both connected to the connecting hole of the temporary clamp 5, but during the pre-stretching work, Linking is not always necessary.

電線10の下には、電線10が地上をこすったりして傷
にならないようにローラー6,6が設置され、大金車1
と止軸2との間には張力を負荷するための滑車3が設置
され、滑車3の巻取ワイヤ3aがウィンチ4により巻取
られることにより、大金車1を電線10の前記仮止クラ
ンプ5が圧着され前記固定軸7に連結されている端子部
側とは反対方向に移動せしめ得るように構成され、それ
によって前記固定軸7と前記大金車1との間にU字状に
配置されている前記架線長の電線10に張力を負荷しる
ように構成される。
Under the electric wire 10, rollers 6 are installed to prevent the electric wire 10 from being scratched or scratched on the ground.
A pulley 3 for applying a tension is installed between the pulley and the stop shaft 2, and a winding wire 3a of the pulley 3 is wound by a winch 4 so that the heavy wheel & pinion 1 is fixed to the temporary clamp of the electric wire 10. 5 is configured to be crimped and movable in the direction opposite to the terminal portion side connected to the fixed shaft 7, whereby a U-shaped arrangement is provided between the fixed shaft 7 and the heavy wheel & pinion 1. It is configured to apply a tension to the electric wire 10 having the overhead wire length.

上記により、ウィンチ4により巻取ワイヤ3aを巻取
り、大金車1を後退せしめ、電線10に架線張力を越え
る十分に大きな張力を負荷して、アルミ撚線の十分な塑
性変形伸びを生ぜしめ、プレストレッチを与える。
As described above, the winding wire 3a is wound by the winch 4, the heavy wheel & pinion 1 is retracted, and a sufficiently large tension exceeding the overhead wire tension is applied to the electric wire 10 to cause sufficient plastic deformation elongation of the aluminum stranded wire. , Give a pre-stretch.

上記プレストレッチの付与は、前記従来例の如く鉄塔を
使用せず、すべてが延線前の地上において行なわれるか
ら、作業はきわめて自在であり、大金車1や止軸2それ
に滑車3や固定軸7といった工具類は必要に応じ十分な
強度に容易に選択できるから、プレストレッチのために
負荷する張力になんらの制約がなく、必要にして十分な
る張力負荷が可能であり、しかも地上での張力負荷であ
るから安全であり、作業要員も必要最小限の人数で足り
るなど、そのメリットはきわめて大きいのである。
Since the pre-stretching is performed without using a steel tower as in the conventional example and all is performed on the ground before the wire drawing, the work is extremely flexible, and the heavy metal wheel 1, the stop shaft 2, the pulley 3, and the fixed wheel 3 are fixed. Since tools such as the shaft 7 can be easily selected to have sufficient strength as needed, there is no restriction on the tension to be applied for pre-stretching, and the necessary and sufficient tension can be applied. It is safe because it is loaded with tension, and the number of workers required is the minimum required.

上記のようにして電線10に十分な張力を負荷し、十分
なプレストレットが行なわれたら、一方の大金車1′に
係合支承されて、鉄塔TおよびTのアームならびに
地上に設置されている金車8および8′を介し前記電線
10側に向って張設された延線ワイヤ11の両端部と電
線10の両端部に圧着された前記仮止クランプ5とを連
結し、第2図にみるような延線ループを形成する。ここ
において、固定軸7と電線10との連結を解放し、ルー
プ全体の張力を滑車3により加減しつつ、第3図に示す
ように延線ウィンチ9を用いて前記延線ループを同図矢
印のように回転してやれば、電線10と延線ワイヤ11
とが鉄塔TおよびT間において入れ替わり、電線1
0が延線される。かくして延線された電線10を必要な
架線張力に緊線し、鉄塔TおよびTの碍子連に連結
固定してやれば架線は完了する。電線10には、上記に
よってプレストレッチが付与され、アルミ撚線には塑性
伸びが生じているが故に、架線後の架線張力をすべて強
度の大きい鋼心が分担する。従って、海峡あるいは大河
横断といった長径間において、弛度保持のための大きな
架線張力が付加されても、電線10はクリープ伸びをほ
とんど生ぜず、不測の弛度の低下といった問題は完全に
解消される。
Loaded with sufficient tension to the wire 10 as described above, once sufficient compressed cmdlet is performed, is engaged supported on one of the fortune wheel 1 ', installed on the arm as well as terrestrial towers T 1 and T 2 Both ends of the extended wire 11 stretched toward the electric wire 10 side and the temporary clamps 5 crimped to the both ends of the electric wire 10 are connected to each other via the gold wheels 8 and 8'provided. Form an extended loop as shown in Fig. 2. Here, the connection between the fixed shaft 7 and the electric wire 10 is released, the tension of the entire loop is adjusted by the pulley 3, and the wire drawing winch 9 is used to move the wire drawing loop as shown in FIG. If you rotate like, the wire 10 and the wire 11
And are switched between the towers T 1 and T 2 , and the electric wire 1
0 is extended. The electric wire 10 thus extended is tightly tensioned to a required overhead wire tension, and is connected and fixed to the insulator string of the steel towers T 1 and T 2 to complete the overhead wire. Since the electric wire 10 is pre-stretched as described above and the aluminum stranded wire is plastically stretched, the steel core having a high strength shares all the tension of the overhead wire after the overhead wire. Therefore, even if a large overhead line tension is applied to maintain the slack in the long diameter such as across the strait or across the river, the electric wire 10 hardly causes creep elongation, and the problem of unexpected decrease in the slack is completely solved. .

上記において、大金車はこのような長径間の延線のため
にきわめて有用な工具であり、延線上必要な工具の一つ
であって、プレストレッチの付与にこれを採用したこと
は、本発明のもたらす一つの効用というべきである。そ
の他の工具である滑車やウインチなどはすべて常用のも
のを十分に援用可能であって、経済性の上からみた本発
明の効果はこれまた特記に値するということができる。
In the above, the heavy-duty wheel is a very useful tool for drawing a wire between such long diameters, and it is one of the necessary tools for drawing a wire, and the fact that it was adopted for pre-stretching It should be one of the effects brought about by the invention. All the other tools, such as pulleys and winches, can be fully used for ordinary ones, and it can be said that the effect of the present invention in view of economical efficiency is also noteworthy.

もっとも、上記は本発明の技術的思想を限定することを
意味するものではない。すなわち、ループ延線以外の延
線にも本発明は適用できのであり、別途張力負荷ヤード
を仮設することによりプレストレッチせしめれば、本発
明を大金車によらず延線車による延線に対して適用する
ことは可能なのである。そしてまた、プレストレッチの
ための張力負荷も、滑車にのみ依存するというものでは
なく、油圧あるいはギヤなどの機械力等を必要に応じ適
用できるものであることは勿論である。
However, the above does not mean to limit the technical idea of the present invention. That is, the present invention can also be applied to the wire extension other than the loop wire extension, and by pre-stretching by temporarily installing a tension load yard, the present invention can be applied to the wire extension by the wire extension wheel without depending on the heavy-duty wheel. It can be applied to the other. Also, the tension load for pre-stretching does not depend only on the pulley, but it is needless to say that hydraulic pressure or mechanical force such as gears can be applied as necessary.

[発明の効果] 以上の詳記の通り、本発明においては、長径間架線の際
に必要なプレストレッチを地上で行なうから、つぎのよ
うな数々のすぐれた利点を生むことができる。
[Effects of the Invention] As described above in detail, in the present invention, the pre-stretching required for the long-span overhead wire is performed on the ground, so that the following various advantages can be produced.

(1)鉄塔強度による制限を受けず、必要にして十分な張
力を電線に負荷することができる。
(1) It is possible to apply necessary and sufficient tension to the electric wire without being restricted by the strength of the steel tower.

(2)高い張力でのプレストレッチを行なうことにより、
プレストレッチのために必要な作業時間を大巾に短縮す
ることができる。
(2) By pre-stretching with high tension,
The work time required for pre-stretching can be greatly reduced.

(3)鉄塔上作業を地上作業に変えたから、安全性、作業
性、経済性を格段に向上せしめることができる。
(3) Since the work on the steel tower is changed to the work on the ground, safety, workability, and economic efficiency can be significantly improved.

(4)本架線前の仮設ヤードでプレストレッチを行なうか
ら、架線工事のための河川、港湾等の管理当局との工程
調整が容易であり、また上空工事占有期間を短縮できる
ことにより、船舶の航行妨害等を最小限ならしめること
ができる。
(4) Since pre-stretching is performed in the temporary yard in front of the main line, it is easy to coordinate the process with the management authorities of rivers, ports, etc. for the work of the overhead line, and the occupancy period of the sky works can be shortened, so the navigation Interference can be minimized.

【図面の簡単な説明】[Brief description of drawings]

第1〜3図は、本発明に係る架線工法を実施している状
況を示す説明図であり、第2図は第1図の平面図であ
る。 1,1:大金車、 2:止軸、 3:滑車、 5:仮止クランプ、 7:固定軸、 9:延線用ウィンチ、 10:電線、 11:延線用ワイヤ。
1 to 3 are explanatory views showing a situation in which the overhead wire construction method according to the present invention is being carried out, and FIG. 2 is a plan view of FIG. 1, 1: Large wheel, 2: Stop shaft, 3: Pulley, 5: Temporary clamp, 7: Fixed shaft, 9: Winch for wire drawing, 10: Electric wire, 11: Wire for wire drawing.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭57−106313(JP,A) 特公 昭57−14081(JP,B2) 特公 昭53−23018(JP,B2) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-57-106313 (JP, A) JP-B 57-14081 (JP, B2) JP-B 53-23018 (JP, B2)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】架線すべき長径間鉄塔の地上両サイドに大
金車を配置し、当該大金車の一方の金車溝には電線を、
他方の大金車の金車溝には延線用ワイヤを係合せしめ
て、両大金車間にある電線ならびに延線用ワイヤを連結
することにより両大金車間に延線ループを形成し、当該
延線ループを形成する前あるいは後に、電線の両端部を
仮止めしておいて当該電線がU字状を形成して係合され
ている大金車を電線の仮止め端部と反対方向に移動せし
めることにより、当該電線に架線張力を与えて鋼心とア
ルミ線よりなる電線のアルミ線部分に永久伸びを生ぜし
め、その後前記ループを一方向に回転させることにより
鉄塔径間に電線を移送延線せしめ、その後架線弛度に架
線する長径間送電線の架線方法。
1. Large heavy rail cars are arranged on both sides of the ground of a long span steel tower to be installed, and an electric wire is provided in one of the heavy rail cars of the heavy rail car.
A wire for wire extension is engaged in the groove of the other heavy-duty wheel, and a wire-drawing loop is formed between the heavy-duty wheel by connecting the wire between the heavy-duty wheel and the wire for extension. Before or after forming the wire extension loop, temporarily fix both ends of the electric wire and form a U-shaped electric wire in a direction opposite to the temporarily fixed end of the electric wire. By moving the wire, overhead wire tension is applied to the wire to cause permanent elongation in the aluminum wire part of the wire consisting of the steel core and the aluminum wire, and then the loop is rotated in one direction to transfer the wire between the tower diameters. An extension method for long-span transmission lines in which the wires are stretched and then extended to the sag.
【請求項2】架線場所が海峡横断部あるいは河川横断部
である特許請求の範囲第1項記載の架線方法。
2. The overhead line method according to claim 1, wherein the overhead line location is a strait crossing or a river crossing.
JP20578387A 1987-08-19 1987-08-19 Overhead method for long-span transmission lines Expired - Lifetime JPH061932B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20578387A JPH061932B2 (en) 1987-08-19 1987-08-19 Overhead method for long-span transmission lines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20578387A JPH061932B2 (en) 1987-08-19 1987-08-19 Overhead method for long-span transmission lines

Publications (2)

Publication Number Publication Date
JPS6450705A JPS6450705A (en) 1989-02-27
JPH061932B2 true JPH061932B2 (en) 1994-01-05

Family

ID=16512600

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20578387A Expired - Lifetime JPH061932B2 (en) 1987-08-19 1987-08-19 Overhead method for long-span transmission lines

Country Status (1)

Country Link
JP (1) JPH061932B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102738732A (en) * 2011-04-08 2012-10-17 上海市电力公司 Construction method for 500kV line to span highly intensive high-voltage live lines

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5323018A (en) * 1977-07-08 1978-03-03 Nippon Denso Co Ltd Electric motor driving device
JPS5714081A (en) * 1980-06-30 1982-01-25 Fujitsu Ltd System for filling ink for ink jet recorder
JPS57106313A (en) * 1980-12-18 1982-07-02 Furukawa Electric Co Ltd Method of installing aerial transmission line

Also Published As

Publication number Publication date
JPS6450705A (en) 1989-02-27

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