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JPH0797886B2 - Overhead method for long-span transmission lines - Google Patents
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JPH0797886B2 - Overhead method for long-span transmission lines - Google Patents

Overhead method for long-span transmission lines

Info

Publication number
JPH0797886B2
JPH0797886B2 JP23585987A JP23585987A JPH0797886B2 JP H0797886 B2 JPH0797886 B2 JP H0797886B2 JP 23585987 A JP23585987 A JP 23585987A JP 23585987 A JP23585987 A JP 23585987A JP H0797886 B2 JPH0797886 B2 JP H0797886B2
Authority
JP
Japan
Prior art keywords
wire
tension
overhead
heavy
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
JP23585987A
Other languages
Japanese (ja)
Other versions
JPS6481606A (en
Inventor
弘之 星野
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 JP23585987A priority Critical patent/JPH0797886B2/en
Publication of JPS6481606A publication Critical patent/JPS6481606A/en
Publication of JPH0797886B2 publication Critical patent/JPH0797886B2/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アルミ被鋼線を架線する
場合にすぐれた効果を発揮する新規な架線方法に関する
ものである。
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 wire method that exhibits excellent effects when an aluminum covered wire is installed between steel towers.

[従来の技術と問題点] 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。
[Conventional Technology and Problems] When overhead lines are to be installed, first construct a steel tower, extend the wires between the steel towers, and maintain the overhead wire tension so that the required degree of slackness is maintained and hold the steel tower arm. Or hang it up.

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 a long 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越える張力を負
荷して電線を一時的に張り上げる作業を行っていた。超
高圧送電線として使用される電線には、一般に鋼心アル
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 the crossing of rivers, ships with high masts may sail directly under the transmission line, and if the sag of the ultra-high voltage transmission line decreases, the insulation distance between them may become narrower. , Very dangerous. For this reason, conventionally, in the above-mentioned overhead line section, after extending the power transmission line, a work of temporarily tensioning the electric wire by applying a tension exceeding the overhead line tension between the steel towers has been performed. Steel core aluminum stranded wire is generally used for electric wires used as ultra-high-voltage power transmission lines, but in order to form the above sufficient overhead wire sag in the above-mentioned longest span, a considerably larger overhead wire than the normal span. You must give it tension. At this time, 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 together, but the aluminum stranded wire forming the conductive member serves as a tension member. Since it is much inferior in strength to the steel core as a constituent material, it cannot withstand a large overhead wire tension for securing the slack in the long axis 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(電線が布設され
た状態における張力に等しい)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延
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。
Therefore, a so-called pre-stretch that causes plastic deformation extension in advance in the aluminum stranded wire portion is performed by applying excessive tension exceeding the overhead wire tension (equal to the tension when the electric wire is laid) to the electric wire immediately after the wire drawing. It has been given that the tension of the aluminum stranded wire is no longer shared under the tension of the overhead wire to prevent the sagging from decreasing due to the creep elongation. It is the purpose of the work.

この張力は例えば、布設状態における張力が25tである
と仮定すると、その倍の50t程度のプレストレスをかけ
るものであるが、このような作業を行う場合に、プレス
トレッチ作業場において、 0t→25t→50t→0t のようにプレストレッチを行い、その後布設する(0t→
25t)ものであった。
For example, assuming that the tension in the installed condition is 25t, this tension will apply a prestress of about 50t, which is twice that, but when performing such work, 0t → 25t → Pre-stretch like 50t → 0t and then lay it (0t →
25t).

第4図に、プレストレッチの際のアルミのS/S曲線を示
す。ここで、A点は50tに相当する歪量を示し、B点は
その後0tに開放されたときの残留歪量を示す。
Figure 4 shows the S / S curve of aluminum during pre-stretching. Here, the point A shows the strain amount corresponding to 50t, and the point B shows the residual strain amount when it is released to 0t thereafter.

鋼心アルミ撚線の場合には、鋼線とアルミ線がばらばら
であることから、0tに解放されたときは、アルミ線が笑
ってルーズ撚線の形になる。
In the case of steel core aluminum stranded wire, since the steel wire and aluminum wire are disjointed, when released to 0t, the aluminum wire laughs and becomes a loose stranded wire.

しかしながら、鋼とアルミが一体となっているアルミ被
鋼線の場合には、第5図に示すように、0tに解放された
場合には、アルミ被部分にマイナスの張力すなわち圧縮
力が働くことになる。
However, in the case of an aluminum covered wire in which steel and aluminum are integrated, as shown in Fig. 5, when released to 0t, a negative tension, that is, a compressive force acts on the aluminum covered part. become.

これは極めて重大な問題であり、このような形でプレス
トレッチを与えた場合には、長径間で高張力で張るとア
ルミのストレスが大きくなりすぎアルミ被覆が切れてし
まうことにもなりかねない。
This is a very serious problem, and when prestretching is applied in this way, high tension between the long diameters may cause too much aluminum stress, and the aluminum coating may be cut off. .

[発明の目的] 本発明は斯かる状況に鑑み、従来行われていたプレスト
レッチの手法を見直し、アルミ被鋼線に対しても障害の
ないプレストレッチ作業を含む長径間送電線の架線方法
を提供することを目的とする。
[Object of the Invention] In view of such a situation, the present invention has reviewed a conventional method of prestretching, and provides a method of extending a long-span transmission line including prestretching work without any obstacle to an aluminum steel wire. The purpose is to provide.

[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、
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行
うことにより、電線に架線張力以上の張力を与えた状態
でプレストレッチ付与後の電線の布設作業を行うもので
ある。
[Summary of the Invention] That is, according to the present invention,
The basic structure is to carry out on the ground before the wire extension, and in particular, by using the gold wheel as a tool for that purpose for the subsequent wire extension as it is and performing the closed loop wire extension, the wire tension above The work of laying the electric wire after pre-stretching is performed with the tension applied.

[実施例] 以下に、本発明について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示す説明図であ
り、第2図は第1図の平面図である。
1 to 3 are explanatory views showing a state in which a long-distance crossover of the power transmission line 10 is performed by the overhead wire method according to the present invention, 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
T1およびT2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T1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、大金車1は
鉄塔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
ように配置され、大金車の金属溝に電線10が係合され、
電線10が第2図の平面図にみられるようにほぼU字状に
形成される。
Long span towers on both banks of distance L across the strait or river
T 1 and T 2 were built, and heavy-duty cars 1,1 ′ were set behind them.
Are arranged, and the heavy-duty wheel 1,1 'is supported by the stop shafts 2,2'. Here, the heavy-duty wheel & pinion 1 is used to extend the electric wire 10, and is also used to give the electric wire 10 the pre-stretch. That is, the yard A provided at the rear of the steel tower T 1 is the pre-stretching yard, and the heavy metal wheel 1 has a fixed shaft 7 provided in the vicinity of the steel tower 1 for connecting the electric wire 10 to be extended to the long distance L. Arranged behind the position of about half the overhead line as shown in the figure, the electric wire 10 is engaged in the metal groove of the heavy-duty wheel,
The electric wire 10 is formed in a substantially U shape as seen in the plan view of FIG.

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てる
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。
The temporary fixing clamp 5 is crimped to both ends of the U-shaped electric wire 10, and the connecting wire 7a and the wire extension wire 11 to be connected to the fixed shaft 7 can be connected to the connecting hole of the temporary fixing 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に張力を負荷するように構成され
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 and, and the winding wire 3a of the pulley 3 is wound by the winch 4, so that the heavy-duty wheel 1 is crimped to the temporary clamp 5 of the electric wire 10. It is constructed so that it can be moved in the direction opposite to the terminal portion side connected to the fixed shaft 7, whereby the 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 an 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、電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。
By the 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 electric wire and pre-stretching.

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
プレストレッチが行なわれたら、一方の大金車1′に係
合支承されて、鉄塔T1およびT2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T1およびT2
間において入れ替わり、電線10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T1
よびT2の碍子連に連結固定してやれば架線は完了する。
プレストレッチ付与後から架線完了に到るまで、電線10
には架線張力より低い張力履歴が与えられることはな
い。すなわち、前記の例で言えば、0→25t→50t→25t
となり、50tの後で0tとなることはない。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 pre-stretch 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 clamp 5 crimped to 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 it is rotated like this, the electric wire 10 and the extended wire 11 will be connected to the towers T 1 and T 2
The wires 10 are replaced with each other and the electric wire 10 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.
After the pre-stretching is applied, the wire 10
Is not given a lower tension history than the overhead wire tension. That is, in the above example, 0 → 25t → 50t → 25t
And will never be 0t after 50t. Even if a large overhead wire 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.

ここで、電線10は一般には鋼心アルミ撚線であるが、ア
ルミ被鋼線であってもよいことは、本発明が前述の通り
アルミ被鋼線のためになされた発明であることから当然
と言える。
Here, the electric wire 10 is generally a steel-core aluminum stranded wire, but it may be an aluminum-covered wire because the present invention is an invention made for the aluminum-covered wire as described above. Can be said.

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ィ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るのであり、別途張力負荷ヤー
ドを仮説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
のために張力負荷も、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 be applied to wire extensions other than the loop wire extension, and if prestretching is performed by hypothesizing the tension load yard separately, the present invention can be applied to wire extensions by wire drawing vehicles without relying on heavy-duty trains. It can be applied to the other. Further, of course, 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付与後から電線の架線布設完了ま
での間、電線に架線張力以上の張力が与えられるので、
鋼心アルミ撚線はもちろんアルミ被鋼線にあっても、ア
ミ被が切れたりすることがなく、長径間架線の信頼性が
高い。
[Effects of the Invention] As described above in detail, in the present invention, after the pre-stretching necessary for the long-span overhead wire until the installation of the overhead wire is completed, the wire is given a tension equal to or higher than the overhead wire tension.
The reliability of the long span span wire is high, as the woven wire does not break even when using the steel cored aluminum stranded wire as well as the aluminum covered wire.

【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4図及び第5図はアルミのS/
S曲線を示す線図である。 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 FIGS. 4 and 5 are S / A of aluminum.
It is a diagram showing an S curve. 1,1 ': Heavy metal wheel, 2: Stop shaft, 3: Pulley, 5: Temporary fixing clamp, 7: Fixed shaft, 9: Winch for wire drawing, 10: Electric wire, 11: Wire for wire drawing.

Claims (1)

【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は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越える張力を与
えてプレストレッチを付与し、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、当該電線に架線張力以上の張力を与えながら所定
の架線弛度に架線することを特徴と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-drawing loop, the end of the electric wire is temporarily fixed and the electric wire forming the U-shape is engaged in a direction opposite to the temporary fixing end of the electric wire. By moving the wire to a tension exceeding the overhead wire tension to give a pre-stretch, and then by rotating the loop in one direction, the wire is transferred and extended between the tower diameters, and the overhead wire tension is applied to the wire. An overhead wire method for a long-span transmission line, characterized in that the wire is stretched to a predetermined overhead wire sag while applying the above tension.
JP23585987A 1987-09-18 1987-09-18 Overhead method for long-span transmission lines Expired - Lifetime JPH0797886B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23585987A JPH0797886B2 (en) 1987-09-18 1987-09-18 Overhead method for long-span transmission lines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23585987A JPH0797886B2 (en) 1987-09-18 1987-09-18 Overhead method for long-span transmission lines

Publications (2)

Publication Number Publication Date
JPS6481606A JPS6481606A (en) 1989-03-27
JPH0797886B2 true JPH0797886B2 (en) 1995-10-18

Family

ID=16992306

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23585987A Expired - Lifetime JPH0797886B2 (en) 1987-09-18 1987-09-18 Overhead method for long-span transmission lines

Country Status (1)

Country Link
JP (1) JPH0797886B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105470862B (en) * 2015-12-30 2018-03-09 国网山西供电工程承装有限公司 High ferro of not stopping transport crossing construction equipment

Family Cites Families (4)

* 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
JP3074581B2 (en) * 1992-06-19 2000-08-07 三菱重工業株式会社 Conductive paint for prevention of marine organism adhesion

Also Published As

Publication number Publication date
JPS6481606A (en) 1989-03-27

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