JP3254407B2 - How to rebuild the tower - Google Patents
How to rebuild the towerInfo
- Publication number
- JP3254407B2 JP3254407B2 JP17150797A JP17150797A JP3254407B2 JP 3254407 B2 JP3254407 B2 JP 3254407B2 JP 17150797 A JP17150797 A JP 17150797A JP 17150797 A JP17150797 A JP 17150797A JP 3254407 B2 JP3254407 B2 JP 3254407B2
- Authority
- JP
- Japan
- Prior art keywords
- tower
- rebuilding
- wire
- transmission line
- work
- 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
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- Electric Cable Installation (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、架空送電線の鉄塔
を建て替える工事方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for rebuilding a tower of an overhead power transmission line.
【0002】[0002]
【従来の技術】架空送電線の工事に伴う停電は電気の利
用分野において多大な影響をもたらすため、その停電の
時間は最小限にとどめる必要がある。2. Description of the Related Art Power outages associated with the construction of overhead power transmission lines have a great effect on the field of electricity utilization, so that the time of such power outages must be kept to a minimum.
【0003】鉄塔の建て替え工事においても、上記と同
様の必要性を生じるため、鉄塔建て替え工事中は、感電
事故防止のために建て替え対象の鉄塔、及びその工事用
地から一定以上に離れた地点に仮の送電ルートを設けて
電気的接続を確保する必要がある。[0003] Since the same necessity as described above arises in the rebuilding work of the pylon, during the pylon rebuilding work, the pylon to be rebuilt and a place distant from the construction site by a certain distance or more to prevent electric shock accidents. It is necessary to establish a power transmission route to secure electrical connection.
【0004】図10は、従来の鉄塔建て替え工事方法の
例を示しており、電気的に影響を受けない作業敷地1を
確保するため、建て替え鉄塔2の代わりとなる仮の鉄塔
3を新規に建設し、それまで建て替え鉄塔を経由してい
た送電ルートを新規の仮鉄塔に移し替え、所要の鉄塔建
て替え工事を済ませた後、再び送電ルートを戻すという
仮の工事を行う方法からなる。FIG. 10 shows an example of a conventional method of rebuilding a steel tower. In order to secure a work site 1 which is not electrically affected, a temporary steel tower 3 which is a substitute for the rebuilding steel tower 2 is newly constructed. After that, the power transmission route that had previously passed through the rebuilding tower was transferred to a new temporary tower, and after the required tower rebuilding work was completed, the temporary transmission route was returned again.
【0005】一方、上記のような仮の送電ルートを必要
としない方法として、包み込み工事方法がある。この工
事方法は、既設の鉄塔の外側に包み込むように新部材を
組み立てた後、既設の鉄塔を解体撤去するという方法で
ある。On the other hand, there is a wrapping construction method as a method that does not require the temporary power transmission route as described above. This construction method is a method in which new members are assembled so as to be wrapped around the existing tower, and then the existing tower is dismantled and removed.
【0006】上記の包み込み工事方法では、上部の組み
立てを行うにあたっては、送電線路を停止したり、電線
を仮のアーム等により距離を確保できる位置まで突き出
す等の手段が取られる。In the above-mentioned wrapping construction method, when assembling the upper part, means such as stopping the power transmission line or projecting the electric wire to a position where the distance can be secured by a temporary arm or the like is taken.
【0007】[0007]
【発明が解決しようとする課題】前述した従来技術のう
ち、図10に示す鉄塔建て替え工事方法では、仮のルー
トにもかかわらず、工事の規模が大きくなるため、仮の
鉄塔の建設や電線の張り替え等によるコストが高くつ
き、工事期間も長くなる。さらに、仮の鉄塔建設の用地
が必要となる等の問題もある。Among the above-mentioned prior arts, in the method of rebuilding a steel tower shown in FIG. 10, since the scale of the work is large despite the provisional route, the construction of a temporary steel tower and the construction of electric wires are not possible. The cost of replacement is expensive and the construction period is long. Further, there is a problem that a temporary tower construction site is required.
【0008】一方、包み込み工事方法では、仮の鉄塔を
設けないで済むものの、鉄塔建て替えにあたっては、充
電部に近い場所での作業となり、線路が活線状態であれ
ば安全性に不安があり、また、線路が停止状態であれば
停止期間が長くなる等の問題がある。[0008] On the other hand, in the wrapping construction method, it is not necessary to provide a temporary tower, but when rebuilding the tower, the work is performed in a place close to the charging part, and if the track is live, there is a concern about safety, In addition, if the track is stopped, there is a problem that the stop period becomes longer.
【0009】そこで、本発明の解決すべき課題(目的)
は、鉄塔の建て替えに伴って必要となる電気的接続確保
のためのルートを簡素化し、工事コストの低減、工事期
間の短縮とともに短時間で建て替えが済み、施工現場と
活線部分との距離も確保できる、鉄塔建て替え工事方法
を提供することにある。Therefore, the problems to be solved by the present invention (objects)
Has simplified the route for securing the electrical connection required for the rebuilding of the tower, reduced construction costs, shortened the construction period, completed the rebuilding in a short time, and reduced the distance between the construction site and the live line. It is an object of the present invention to provide a method of rebuilding a tower that can be secured.
【0010】[0010]
【課題を解決するための手段】本発明により提供する第
一手段としての鉄塔建て替え工事方法は、架空送電線の
鉄塔建て替えの対象となる鉄塔をはさむ2つの径間を電
気的に接続するジャンパ線を長尺化し、この長尺化した
ジャンパ線を鉄塔建て替え作業用地を迂回させ、且つ前
記架空送電線と前記鉄塔の電線支持点とを任意の長さの
絶縁支持線により接続して、所要の鉄塔の建て替え工事
を行う方法である。SUMMARY OF THE INVENTION A method for rebuilding a tower as a first means provided by the present invention is a jumper wire for electrically connecting two spans which sandwich a tower to be rebuilt for an overhead transmission line. And make the long jumper line bypass the site for rebuilding the tower, and
The overhead transmission line and the wire support point of the tower are
Connect the insulating support wire, a method of performing reconstruction work in the required tower.
【0011】前記の方法において、望ましい幾つかの実
施態様を提供し得る。例えば、長尺化したジャンパ線
は、前記鉄塔建て替え作業用地の迂回部分で支持柱によ
り支持する方法である。In the above method, some desirable embodiments may be provided. For example, jumper wire were elongated
Is a method of supporting the support column with detour portion of the steel tower rebuilding work site.
【0012】[0012]
【0013】本発明により提供する第二手段としての鉄
塔建て替え工事方法は、架空送電線の2つの鉄塔よりな
る径間中の任意の地点に新規の鉄塔を挿入する鉄塔建て
替え工事方法において、前記径間にかかる電線の任意の
2点間に絶縁支持線を挿入して、且つ前記絶縁支持線を
はさむ2つの電線を新規の長尺化したジャンパ線により
接続して、所要の鉄塔の建て替え工事を行う方法であ
る。[0013] tower rebuilding work process as the second means for providing by the present invention, tower denominated inserting a new tower to any point in the span composed of two towers of overhead lines
In construction methods instead, to insert any insulating supporting lines between two points of the wire according to the span, and the insulating support wire
Two electric wires sandwiched by a new long jumper wire
It is a method of connecting and performing the required rebuilding of the tower .
【0014】前記の方法において、望ましい幾つかの実
施態様を提供し得る。例えば、新規の長尺化したジャン
パ線は、作業用地の迂回部分で支持柱により支持する方
法である。In the above method, some desirable embodiments may be provided. For example, a new elongate jumper line is a method of being supported by a support post at a detour portion of a work site .
【0015】[0015]
【発明の実施の形態】図1は、本発明の第一手段として
の鉄塔建て替え工事方法の全容を示しており、建て替え
対象の鉄塔の前後の径間を電気的に接続するジャンパ線
を長尺化し、その長尺化するジャンパ線4を鉄塔建て替
え用地1を迂回させて、支持柱5にて支持することによ
り、径間の電気的接続を保ちながら、鉄塔建て替え用地
1を確保し、所要の鉄塔建て替え工事に供する方法から
なる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows the whole construction method of a tower rebuilding as a first means of the present invention, wherein a long jumper wire for electrically connecting the front and rear spans of a tower to be rebuilt is used. The length of the jumper wire 4 is detoured around the site 1 for rebuilding the tower, and is supported by the support columns 5, thereby securing the site 1 for rebuilding the tower while maintaining the electrical connection between the spans. It consists of a method of rebuilding the tower.
【0016】上記のように、長尺化するジャンパ線4を
支持柱5にて支持することで、ジャンパ線4と地上との
離隔、及び各相のジャンパ線同士の離隔を確保すること
ができる。As described above, by supporting the elongate jumper wire 4 with the support pillar 5, it is possible to ensure the separation between the jumper wire 4 and the ground and the jumper wires of each phase. .
【0017】上記の工事方法に包み込み工事方法を併用
すれば、送電線停止期間が架空送電線の切替え作業のみ
で短期間となり、また、仮の鉄塔を建設する必要もなく
なるとともに、感電事故に対する安全性の向上も図れ
る。If the wrapping construction method is used in combination with the above-mentioned construction method, the transmission line suspension period becomes short only by the work of switching the overhead transmission line, and there is no need to construct a temporary steel tower, and the safety against electric shock accidents is eliminated. It can also improve the performance.
【0018】また、長尺化したジャンパ線と架空送電線
との接続点と建て替え鉄塔とが一定距離以上離れるよ
う、建て替え鉄塔の支持点から任意の長さの絶縁支持線
を引き出して架空送電線に接続し、架空送電線の張力を
確保する。それまで鉄塔に接続していた架空送電線の端
末は、長尺化したジャンパ線に接続金具等を用いて接続
すれば良い。Also, an insulating support line of an arbitrary length is drawn from the support point of the rebuilding tower so that the connection point between the elongated jumper wire and the overhead transmission line and the rebuilding tower are separated by a certain distance or more. To secure the tension of the overhead transmission line. The terminal of the overhead power transmission line that had been connected to the steel tower until then may be connected to the elongated jumper wire using a connection fitting or the like.
【0019】図2〜図7は、上述した鉄塔建て替え工事
方法を2回線鉄塔元位置建て替え工事に実施した例につ
いて作業工程別に示している。以下、作業工程毎に順を
追って説明する。FIGS. 2 to 7 show an example in which the above-described method for rebuilding the tower is implemented for the rebuilding work of the two-line tower original position, for each work process. Hereinafter, each working process will be described in order.
【0020】(1)図2の作業工程では、建て替え対象
の鉄塔2においてジャンパ線を切断し、架空送電線6に
カムアロング7を取り付け、このカムアロング7に、セ
ミ金車8の組み合ったワイヤロープ9の一端を連結し、
そのワイヤロープ9を連絡させ、鉄塔の架空送電線支持
点を経由して地上側のウインチ10に巻き込んで架空送
電線6の張力を確保する。上記のようにして張力を確保
した架空送電線の端末はフリーの状態になるので、該端
末を無張力の状態にして架空送電線をクランプから外
し、架空送電線及び碍子装置11を地上に下ろす。(1) In the work process shown in FIG. 2, a jumper wire is cut in a steel tower 2 to be rebuilt, a cam-along 7 is attached to an overhead power transmission line 6, and a wire rope 9 combined with a semi-car wheel 8 is attached to the cam-along 7. One end of the
The wire rope 9 is connected, and is wound around the winch 10 on the ground side via the overhead power transmission line support point of the tower to secure the tension of the overhead power transmission line 6. Since the terminal of the overhead transmission line having secured tension as described above is in a free state, the terminal is put in a zero tension state, the overhead transmission line is removed from the clamp, and the overhead transmission line and the insulator device 11 are lowered to the ground. .
【0021】(2)図3に示す作業工程では、絶縁支持
線の長さ分を見込んだ位置で、架空送電線6をクランプ
12に納め、碍子装置及び支持線;亜鉛メッキ鋼線13
を接続する。(2) In the work process shown in FIG. 3, the overhead power transmission line 6 is placed in the clamp 12 at a position where the length of the insulating support wire is considered, and the insulator device and the support wire;
Connect.
【0022】(3)図4に示す作業工程では、鉄塔建て
替え作業用地を外れた位置で、予めまたは随時に支持柱
5が立設され、この支持柱5に金車14を取り付け、こ
の金車14に、ドラムから引き出したジャンパ線15を
通し、このジャンパ線15と架空送電線6とをPGクラ
ンプ16にて接続する。ジャンパ線15にはカムアロン
グ7を打ち、支持柱5よりワイヤロープ17にて接続し
ておく。(3) In the work process shown in FIG. 4, a support post 5 is erected beforehand or at any time at a position off the site for rebuilding the tower, and a wheel 14 is attached to the support post 5, and the wheel 14 is passed through a jumper wire 15 drawn from the drum, and the jumper wire 15 and the overhead power transmission line 6 are connected by a PG clamp 16. A cam-along 7 is hit on the jumper wire 15 and is connected to the support pillar 5 with a wire rope 17.
【0023】(4)図5に示す作業工程では、No.2
鉄塔からのセミ金車8を巻き、架空送電線6を規定の弛
度まで張り上げる。(4) In the work process shown in FIG. 2
The semi-wheel 8 from the pylon is wound up, and the overhead power transmission line 6 is stretched up to a specified sag.
【0024】(5)図6に示す作業工程では、支持柱か
らのワイヤロープ17を巻き取り、ジャンパ線が適度な
張力となったところで、ジャンパ線をクランプに納め支
持柱に固定する。(5) In the work process shown in FIG. 6, the wire rope 17 is wound up from the support post, and when the jumper wire has an appropriate tension, the jumper wire is placed in a clamp and fixed to the support post.
【0025】(6)図7に示す作業工程では、支持柱間
のジャンパ線4が適度な張力となるよう、足場18上で
若老のジャンパ線をPGクランプ16にて接続し、以
て、ジャンパ線の長尺化を図り、ジャンパ線を鉄塔建て
替え作業用地から外れるよう迂回させるのである。(6) In the working process shown in FIG. 7, the young jumper wire is connected by the PG clamp 16 on the scaffold 18 so that the jumper wire 4 between the support columns has an appropriate tension. The length of the jumper line will be lengthened, and the jumper line will be detoured so as to be out of the site for rebuilding the tower.
【0026】以上の作業は、2回線の上・中・下各相に
ついて行い、通常の包み込み工事方法により鉄塔建て替
えを行う。The above operation is performed for each of the upper, middle, and lower phases of the two lines, and the tower is rebuilt by a normal wrapping method.
【0027】図8は、本発明の第一手段としての鉄塔建
て替え工事方法の他の実施例を示しており、建て替え対
象鉄塔19が、分岐鉄塔或いは重角度鉄塔等の場合で、
ジャンパ線と鉄塔との離隔が確保できるので支持柱を省
略できる例である。FIG. 8 shows another embodiment of a method for rebuilding a tower as the first means of the present invention. In the case where the tower 19 to be rebuilt is a branch tower or a heavy angle tower, etc.
This is an example in which a support pillar can be omitted because a gap between the jumper line and the tower can be secured.
【0028】図9は、本発明の第二手段としての鉄塔建
て替え工事方法の実施例を示しており、径間途中に新規
の鉄塔20を割り入れ建設する場合の例である。この実
施例では、作業箇所に電気的に影響されないようにする
ため、径間中の架空送電線の任意の2箇所を絶縁支持線
で接続して架空送電線の張力を確保するとともに、当該
架空送電線に長尺化したジャンパ線を取り付けて電気的
に接続し、必要に応じてジャンパ線を支持柱によって支
持する方法をとる。FIG. 9 shows an embodiment of a method for rebuilding a steel tower as the second means of the present invention, which is an example in which a new steel tower 20 is inserted in the middle of a span and constructed. In this embodiment, in order to ensure that the work location is not electrically affected, any two locations of the overhead transmission line in the span are connected by insulating support wires to secure the tension of the overhead transmission line, and A long jumper wire is attached to the power transmission line to be electrically connected, and if necessary, the jumper wire is supported by supporting columns.
【0029】尚、上記の各実施例の中で、支持柱の種類
は、機械的強度の許す限り問わないものとするが、具体
的には、鉄柱、コンクリート柱、木柱、パンザーマスト
等が使用できる。In each of the above embodiments, the type of the supporting column is not limited as long as the mechanical strength permits. Specifically, iron columns, concrete columns, wooden columns, panzer masts and the like are used. it can.
【0030】絶縁支持線としては、それ単体として絶縁
機能を有するものと、ワイヤロープ等の導体支持線の端
末に碍子連を取り付けたもの等を用いる。As the insulating support wire, a wire having an insulating function as a single body, a wire having a conductor connected to a terminal of a conductor support wire such as a wire rope, or the like is used.
【0031】[0031]
【発明の効果】以上説明したような本発明によれば、鉄
塔の建て替えに伴って必要となる電気的接続確保のため
のルートを簡素化し、工事コストの低減、工事期間の短
縮とともに短時間で建て替えが済み、施工現場と活線部
分との距離も確保できる、鉄塔建て替え工事方法を提供
するという所期の課題(目的)を達成することができ
る。そして、本発明の鉄塔建て替え工事方法によれば、
仮の送電ルートが簡素化でき、大きな用地が不要となる
とともに、工事費(資材費用を含む)、及び労働力が低
減できるという効果を奏する。According to the present invention as described above, the route for securing the electrical connection required for the rebuilding of the tower is simplified, the construction cost is reduced, the construction period is shortened, and the construction time is shortened. The intended task (objective) of providing a method of rebuilding a steel tower, which has been rebuilt and can secure a distance between a construction site and a live line part, can be achieved. And according to the tower rebuilding method of the present invention,
The temporary transmission route can be simplified, large land is not required, and construction costs (including material costs) and labor can be reduced.
【図1】本発明の第一手段としての鉄塔建て替え工事方
法の全容を示す説明図。FIG. 1 is an explanatory view showing the entire procedure of a method for rebuilding a tower as a first means of the present invention.
【図2】図1に示す工事方法の第一作業工程を示す説明
図。FIG. 2 is an explanatory view showing a first work process of the construction method shown in FIG.
【図3】図1に示す工事方法の第二作業工程を示す説明
図。FIG. 3 is an explanatory view showing a second work process of the construction method shown in FIG. 1;
【図4】図1に示す工事方法の第三作業工程を示す説明
図。FIG. 4 is an explanatory view showing a third operation step of the construction method shown in FIG. 1;
【図5】図1に示す工事方法の第四作業工程を示す説明
図。FIG. 5 is an explanatory view showing a fourth operation step of the construction method shown in FIG. 1;
【図6】図1に示す工事方法の第五作業工程を示す説明
図。FIG. 6 is an explanatory view showing a fifth operation step of the construction method shown in FIG. 1;
【図7】図1に示す工事方法の第六作業工程を示す説明
図。FIG. 7 is an explanatory view showing a sixth operation step of the construction method shown in FIG. 1;
【図8】本発明の第一手段としての鉄塔建て替え工事方
法の他の実施例を示す説明図。FIG. 8 is an explanatory view showing another embodiment of a method for rebuilding a tower as a first means of the present invention.
【図9】本発明の第二手段としての鉄塔建て替え工事方
法の実施例を示す説明図。FIG. 9 is an explanatory view showing an embodiment of a method for rebuilding a steel tower as second means of the present invention.
【図10】従来の鉄塔建て替え工事方法の例を示す説明
図。FIG. 10 is an explanatory diagram showing an example of a conventional method of rebuilding a steel tower.
1 鉄塔建て替え作業用地 2 建て替え対象鉄塔 4 長尺化されたジャンパ線 5 支持柱 6 架空送電線 7 カムアロング 8 セミ金車 9 ワイヤロープ 10 ウインチ 11 碍子装置 12 クランプ 13 支持線;亜鉛メッキ鋼線 14 金車 15 ジャンパ線 16 PGクランプ 17 ワイヤロープ 18 足場 19 重角度鉄塔 20 新規割り入れ鉄塔 DESCRIPTION OF REFERENCE NUMERALS 1 Construction site for rebuilding tower 2 Rebuilding target tower 4 Elongated jumper wire 5 Support pillar 6 Overhead transmission line 7 Cam-Along 8 Semi-car wheel 9 Wire rope 10 Winch 11 Insulator device 12 Clamp 13 Support wire; Galvanized steel wire 14 Gold Car 15 Jumper line 16 PG clamp 17 Wire rope 18 Scaffolding 19 Heavy angle tower 20 New breaking tower
───────────────────────────────────────────────────── フロントページの続き (72)発明者 高木 博光 茨城県日立市川尻町4丁目10番1号 日 立電線株式会社 豊浦工場内 (72)発明者 熊田 豊光 茨城県日立市川尻町4丁目10番1号 日 立電線株式会社 豊浦工場内 (56)参考文献 特開 平8−149637(JP,A) 特開 昭62−7313(JP,A) 実開 昭55−176015(JP,U) (58)調査した分野(Int.Cl.7,DB名) H02G 1/02 H02G 7/00 H02G 7/20 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Hiromitsu Takagi 4-10-1, Kawajiri-cho, Hitachi, Ibaraki Pref. Inside Toyoura Plant of Hitachi Cable Co., Ltd. No. 1 Inside the Toyoura Plant of Hitachi Cable Co., Ltd. (56) References JP-A-8-149637 (JP, A) JP-A-62-27313 (JP, A) JP-A-55-176015 (JP, U) ( 58) Field surveyed (Int.Cl. 7 , DB name) H02G 1/02 H02G 7/00 H02G 7/20
Claims (4)
塔をはさむ2つの径間を電気的に接続するジャンパ線を
長尺化し、この長尺化したジャンパ線を鉄塔建て替え作
業用地を迂回させ、且つ前記架空送電線と前記鉄塔の電
線支持点とを任意の長さの絶縁支持線により接続して、
所要の鉄塔の建て替え工事を行うことを特徴とする鉄塔
建て替え工事方法。A long jumper wire electrically connecting two spans sandwiching a steel tower to be rebuilt in an overhead power transmission line, and making the long jumper wire detour to a site for a steel tower rebuilding work. And the power transmission line and the tower
Connect the wire support point with an insulating support wire of any length,
Tower rebuilding work method and performing reconstruction work in the required tower.
え作業用地の迂回部分で支持柱により支持することを特
徴とする請求項1記載の鉄塔建て替え工事方法。Wherein elongated by jumper lines, especially to supported by the support pillars by bypassing part of the tower rebuilding work site
The method for rebuilding a steel tower according to claim 1, wherein
任意の地点に新規の鉄塔を挿入する鉄塔建て替え工事方
法において、前記径間にかかる電線の任意の2点間に絶
縁支持線を挿入して、且つ前記絶縁支持線をはさむ2つ
の電線を新規の長尺化したジャンパ線により接続して、
所要の鉄塔の建て替え工事を行うことを特徴とする鉄塔
建て替え工事方法。 3. An overhead transmission line in a span consisting of two towers.
How to rebuild a tower to insert a new tower at any point
The wire between any two points of the wire spanning said span.
Two inserting edge support lines and sandwiching the insulation support lines
Connect the wires with a new long jumper wire,
Towers characterized by rebuilding required towers
Reconstruction work method.
の迂回部分で支持柱により支持することを特徴とする請
求項3記載の鉄塔建て替え工事方法。4. A new long jumper wire is used for a work site.
Characterized by being supported by supporting columns at the detours of
The method for rebuilding a steel tower according to claim 3 .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17150797A JP3254407B2 (en) | 1997-06-27 | 1997-06-27 | How to rebuild the tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17150797A JP3254407B2 (en) | 1997-06-27 | 1997-06-27 | How to rebuild the tower |
Publications (2)
Publication Number | Publication Date |
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JPH1118225A JPH1118225A (en) | 1999-01-22 |
JP3254407B2 true JP3254407B2 (en) | 2002-02-04 |
Family
ID=15924402
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Application Number | Title | Priority Date | Filing Date |
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JP17150797A Expired - Fee Related JP3254407B2 (en) | 1997-06-27 | 1997-06-27 | How to rebuild the tower |
Country Status (1)
Country | Link |
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JP (1) | JP3254407B2 (en) |
Families Citing this family (1)
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KR101777080B1 (en) * | 2017-01-05 | 2017-09-12 | 대원전기 주식회사 | Uninterrupted power distribution method in which wires are separated in de-energized power lines state by using insulated live wire grip and bypass jumper cables |
-
1997
- 1997-06-27 JP JP17150797A patent/JP3254407B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
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JPH1118225A (en) | 1999-01-22 |
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