JPH08289444A - Jumper wire supporting structure - Google Patents

Jumper wire supporting structure

Info

Publication number
JPH08289444A
JPH08289444A JP11506195A JP11506195A JPH08289444A JP H08289444 A JPH08289444 A JP H08289444A JP 11506195 A JP11506195 A JP 11506195A JP 11506195 A JP11506195 A JP 11506195A JP H08289444 A JPH08289444 A JP H08289444A
Authority
JP
Japan
Prior art keywords
arm
jumper wire
insulator
ground
tip
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.)
Pending
Application number
JP11506195A
Other languages
Japanese (ja)
Inventor
Kazuo Yokoyama
一雄 横山
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.)
Fujikura Ltd
Original Assignee
Fujikura 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 Fujikura Ltd filed Critical Fujikura Ltd
Priority to JP11506195A priority Critical patent/JPH08289444A/en
Publication of JPH08289444A publication Critical patent/JPH08289444A/en
Pending legal-status Critical Current

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  • Suspension Of Electric Lines Or Cables (AREA)
  • Electric Cable Installation (AREA)

Abstract

PURPOSE: To lower the height of steel tower by decreasing the vertical interval of jumper wire in a strain tower. CONSTITUTION: An arm 12 in a strain tower 11 is projected farther outside than the tip of an arm 12 directly thereunder. A rigid insulator 16 is fixed to the tip of the arm 12. The rigid insulator 16 supports the intermediate part of an arcuate suspension jumper wire 15 while keeping a ground insulation interval (a) with respect to the arm 12 directly thereunder. With such structure, vertical interval of the jumper wire 15 is decreased and the height of the steel tower 11 can be lowered.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は,架空送電線路におけ
るジャンパ線支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jumper wire support structure for an overhead power transmission line.

【0002】[0002]

【従来の技術】架空送電線路の耐張鉄塔部において,ア
ームに引き留めた鉄塔両側の本線どうしを相互に電気的
に接続するジャンパ線の支持構造として,従来図4,図
5に示す構造のものが知られている。すなわち,鉄塔本
体1のアーム2に耐張碍子連3を介して引き留められた
鉄塔両側の送電線本線4を電気的に接続する可撓性を持
つ弧状垂下形ジャンパ線5の中間部を,アーム2に取り
付けた剛体形碍子6で支持する構造であり,上下の各碍
子6は,等しい突出長さのアーム2の先端に垂直に並ぶ
ように配置されている。図4において,ジャンパ線5の
対地間絶縁間隔をa,対地間漏曳間隔をh0 で示す。
2. Description of the Related Art In a tension tower section of an overhead power transmission line, a conventional jumper wire support structure for electrically connecting main lines on both sides of a tower, which is held by an arm, has a structure shown in FIGS. It has been known. That is, the middle portion of the flexible arc-shaped hanging jumper wire 5 electrically connecting the transmission line main line 4 on both sides of the steel tower, which is held to the arm 2 of the steel tower body 1 through the tension insulator string 3, is connected to the arm. It has a structure in which it is supported by a rigid insulator 6 attached to 2, and the upper and lower insulators 6 are arranged so as to be vertically aligned with the tips of the arms 2 having the same protruding length. In FIG. 4, the insulation distance between the jumper wires 5 and the ground is indicated by a and the leak distance between the ground and h is indicated by h 0 .

【0003】[0003]

【発明が解決しようとする課題】上記従来のジャンパ線
支持構造は,弧状垂下形ジャンパ線5の中間部を剛体形
碍子6の下端に固定しているので,該ジャンパ線5の風
圧による横揺れを防止することができ,そのためジャン
パ線5の鉄塔本体1との離隔距離(アーム2の突出長
さ)lを小さくできるが,鉄塔高さを低く抑えることが
できないものであった。
In the conventional jumper wire support structure described above, since the middle portion of the arcuate hanging jumper wire 5 is fixed to the lower end of the rigid insulator 6, the jumper wire 5 rolls due to wind pressure. Therefore, the separation distance (jump length of the arm 2) 1 of the jumper wire 5 from the steel tower body 1 can be reduced, but the height of the steel tower cannot be kept low.

【0004】本発明は上記従来の点に鑑みなされたもの
で,従来よりも鉄塔高さを低く抑えることのできるジャ
ンパ線支持構造を提供することを目的とする。
The present invention has been made in view of the above-mentioned conventional points, and an object of the present invention is to provide a jumper wire support structure capable of suppressing the height of a steel tower lower than in the conventional case.

【0005】[0005]

【課題を解決するための手段】上記課題を解決する本発
明のジャンパ線支持構造は,耐張鉄塔のアームの突出長
をその直下のアームの突出長よりも長くし,そのアーム
の先端付近に剛体形碍子を懸吊し,耐張鉄塔両側の送電
線本線を相互に電気的に接続する弧状垂下形ジャンパ線
の中間部を,該弧状垂下形ジャンパ線とその直下のアー
ムとの間に対地間絶縁間隔が保持されるように前記剛体
形碍子により支持したことを特徴とする。
In the jumper wire support structure of the present invention for solving the above-mentioned problems, the protruding length of the arm of the tension tower is made longer than the protruding length of the arm immediately below the arm, and the arm is provided near the tip of the arm. The intermediate part of the arcuate hanging jumper wire that suspends the rigid insulator and electrically connects the transmission line main lines on both sides of the tension tower is grounded between the arcuate hanging jumper wire and the arm immediately below. It is characterized in that it is supported by the rigid insulator so that the inter-insulation interval is maintained.

【0006】[0006]

【作用】上記構成において,上下各段のアームの各碍子
が剛体形であり,ジャンパ線の風圧による横揺れが防止
されること,および各碍子がその直下のアームの先端よ
りもさらに外側に突出したアームの先端部に懸吊されて
いることにより,上下の各ジャンパ線の直下のアームに
対する必要な対地間絶縁間隔(空気絶縁間隔)を保持し
つつ,上下各段のアームの垂直間隔を縮小する,したが
って鉄塔高さを低くすることができる。
In the above structure, each insulator of the upper and lower arms has a rigid body shape to prevent the swaying due to the wind pressure of the jumper wire, and each insulator projects further outward than the tip of the arm directly below it. By suspending at the tip of the arm, the vertical distance between the upper and lower arms can be reduced while maintaining the necessary ground-to-ground insulation distance (air insulation distance) for the arm directly below the upper and lower jumper wires. Therefore, the height of the tower can be reduced.

【0007】[0007]

【実施例】以下,本発明の一実施例を図1〜図3を参照
して説明する。図1は三相垂直配列送電線に適用した本
発明の一実施例のジャンパ線支持構造を示す正面図,図
2は同側面図である。耐張鉄塔11に設けた上下3段の
各アーム12にそれぞれ耐張碍子連13を介して鉄塔両
側の送電線本線14が引き留められ,両送電線本線14
は可撓性を持つ撚線からなる弧状垂下形ジャンパ線15
を介して電気的に接続されている。各アーム12の本線
引き留め位置Pはいずれも同じである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a front view showing a jumper wire support structure of one embodiment of the present invention applied to a three-phase vertical array transmission line, and FIG. 2 is a side view of the same. The transmission line main lines 14 on both sides of the steel tower are retained by the upper and lower three-stage arms 12 provided on the tension-resistant steel tower 11 via tension-resistant insulator chains 13, respectively.
Is an arcuate hanging jumper wire 15 consisting of a flexible stranded wire
Are electrically connected via. The main line holding position P of each arm 12 is the same.

【0008】最下段のアーム12はほぼ本線引き留め位
置Pまでの突出長さを有するが,中段のアーム12は本
線引き留め位置Pよりも距離s1 だけ外側に突出し,最
上段のアーム12は中段のアーム12よりもさらに距離
2 だけ外側に突出している。各アーム12の先端部
に,磁器棒の両端に連結用金具としてのキャップをセメ
ント付けした棒状碍子の一種である長幹碍子やステーシ
ョンポスト等の剛体形碍子16を取り付け,この剛体形
碍子16の下端部で前記弧状垂下形ジャンパ線15の中
間部を支持している。そして,前記最上段および中段の
アーム12のそれぞれ直下のアーム12の先端からの突
出長s1 ,s2 はいずれも,当該アーム12の剛体形碍
子16で支持した弧状垂下形ジャンパ線15とその直下
のアーム12との間に対地間絶縁間隔(空気絶縁間隔)
aが保持されるような長さに設定されている。図示例で
は,正面から見た時の弧状垂下形ジャンパ線15のカー
ブ(図1に表された弧状垂下形ジャンパ線15のカー
ブ)がその直下のアーム12の先端からの対地間絶縁間
隔aの範囲外にある。
The lowermost arm 12 has a protruding length up to the main line holding position P, but the middle arm 12 projects outward by a distance s 1 from the main line holding position P, and the uppermost arm 12 has the middle position. It projects further outward than the arm 12 by a distance s 2 . At the tip of each arm 12, a rigid insulator 16 such as a long insulator or a station post, which is a kind of rod insulator in which caps as connecting fittings are cemented at both ends of a porcelain rod, is attached. The lower end supports the intermediate portion of the arcuate hanging jumper wire 15. The protrusion lengths s 1 and s 2 from the tip of the arm 12 directly below the uppermost arm 12 and the middle arm 12, respectively, are both arc-shaped depending jumper wires 15 supported by the rigid insulator 16 of the arm 12 and Insulation distance to the ground with the arm 12 directly below (air insulation distance)
The length is set so that a is held. In the illustrated example, the curve of the arcuate hanging jumper wire 15 (curve of the arcuate hanging jumper wire 15 shown in FIG. 1) when viewed from the front is the insulation distance a from the tip of the arm 12 immediately below the ground a. It is out of range.

【0009】上記構成において,上下各段のアーム12
の各碍子16が剛体形であり,弧状垂下形ジャンパ線1
5の風圧による横揺れが防止されること,および各剛体
形碍子16がその直下のアーム12の先端よりもさらに
外側に突出したアーム12の先端部に懸吊されているこ
とにより,図1のように,最上段および中段の弧状垂下
形ジャンパ線15の剛体形碍子16による懸吊点Qを極
力下げることができ,したがって,最上段および中段の
各弧状垂下形ジャンパ線15は直下のアーム12に対す
る必要な対地間絶縁間隔aを保持しつつ,弧状垂下形ジ
ャンパ線15の垂直間隔を縮小することができる。すな
わち,従来例における対地間絶縁間隔a(図3参照)
は,弧状垂下形ジャンパ線5とその直下のアーム2との
間の垂直間隔になるが,本発明では中段および最上段の
ジャンパ線15とその直下のアーム12との間の垂直間
隔h1 ,h2 は明らかに対地間絶縁間隔aより小さいも
のとなる。したがって,本発明と従来例とを比較した図
3において,対地間漏曳間隔をh 0 とすると,従来のジ
ャンパ線支持構造による耐張鉄塔の最上段のアーム2の
地上からの高さH1 ,および本発明のジャンパ線支持構
造による耐張鉄塔の最上段のアーム12の地上からの高
さH2 はそれぞれ, H1 =3a+3h02 =a+h1 +h2 +3h0 であるが,h1 〈a,かつh2 〈aであるから,H2
〈H1 となる。すなわち,本発明によれば鉄塔高さを従
来より低くすることができる。
In the above structure, the upper and lower arms 12 are provided.
Each insulator 16 is rigid and has an arcuate hanging jumper wire 1
5 Rolling due to wind pressure is prevented, and each rigid body
The insulator 16 is even more than the tip of the arm 12 directly below it.
Being suspended at the tip of the arm 12 protruding outward
As shown in Fig. 1, the top and middle arc-shaped droops
The suspension point Q of the rigid jumper 16 of the jumper wire 15 is poled.
Can be reduced, and therefore the top and middle
Each arcuate hanging jumper wire 15 is attached to the arm 12 directly below.
While maintaining the necessary insulation distance a from the ground,
It is possible to reduce the vertical interval of the jumper lines 15. sand
That is, the insulation distance a from the ground in the conventional example (see Fig. 3)
Between the arcuate hanging jumper wire 5 and the arm 2 directly below it.
However, in the present invention, the vertical spacing between
Vertical distance between the jumper wire 15 and the arm 12 directly below it
Every h1 , H2 Is obviously smaller than the ground insulation distance a
Will be Therefore, a diagram comparing the present invention with the conventional example
3, the leakage interval to ground is h 0 Then,
The uppermost arm 2 of the tension-resistant steel tower with the jumper wire support structure
Height H from the ground1 , And the jumper wire support structure of the present invention
The height of the uppermost arm 12 of the tension tower from the ground
Sa H2 Is H1 = 3a + 3h0 H2 = A + h1 + H2 + 3h0 But h1 <A, and h2 <Because it is a, H2 
<H1 Becomes That is, according to the present invention, the tower height
It can be lower than ever.

【0010】なお,図示例では,前述したように正面か
ら見た時の弧状垂下形ジャンパ線15のカーブがその直
下のアーム12の先端からの対地間絶縁間隔aの範囲外
にあるが,立体的に考えると,弧状垂下形ジャンパ線1
5の中間部から本線引き留め位置P側に離れた部分は,
アーム12に対してジャンパ線長手方向に距離を持つの
で,正面図で見た対地間絶縁間隔aの範囲内にあっても
空間的には弧状垂下形ジャンパ線15が対地間絶縁間隔
aの範囲外にあることは可能であり,したがって,実際
には図1に示した場合よりもさらに垂直間隔を小さくで
きる。
In the illustrated example, as described above, the curve of the arcuate hanging jumper wire 15 when viewed from the front is out of the range of the ground-to-ground insulation distance a from the tip of the arm 12 immediately below it. From the perspective, the arcuate hanging jumper wire 1
The part distant from the middle part of 5 to the main line holding position P side is
Since there is a distance in the longitudinal direction of the jumper wire with respect to the arm 12, even if it is within the range of the insulation distance a to the ground as seen from the front view, the arcuate hanging jumper wire 15 is spatially in the range of the insulation distance a to the ground. It is possible to be outside and thus in practice the vertical spacing can be even smaller than in the case shown in FIG.

【0011】なお,実施例は弧状垂下形ジャンパ線15
の中間部の1箇所を剛体形碍子で支持する構成である
が,例えば2箇所を2つの剛体形碍子でそれぞれ支持す
る構成とすることも考えられる。また,実施例は三相垂
直配列送電線路に適用したものであるが,必ずしもこれ
に限定されない。
In the embodiment, the arc-shaped hanging type jumper wire 15 is used.
Although the intermediate portion of 1 is supported by the rigid insulator, it is also conceivable that, for example, 2 portions are supported by two rigid insulators. Moreover, although the embodiment is applied to a three-phase vertical array transmission line, the present invention is not necessarily limited to this.

【0012】[0012]

【発明の効果】本発明によれば,上下各段のアームの各
碍子が剛体形であり,かつ各剛体形碍子がその直下のア
ームの先端よりもさらに外側に突出したアームの先端部
に懸吊されているので,上下の各弧状垂下形ジャンパ線
の直下のアームに対する必要な対地間絶縁間隔を保持し
つつ,弧状垂下形ジャンパ線の垂直間隔を縮小すること
ができる。すなわち,鉄塔高さを従来よりも低くするこ
とが可能となる。
According to the present invention, each insulator of the upper and lower arms has a rigid body shape, and each rigid body insulator is suspended at the tip of the arm projecting further outward than the tip of the arm directly below it. Since it is suspended, it is possible to reduce the vertical interval of the arcuate drooping jumper wires while maintaining the necessary ground-to-ground insulation space for the arms directly below the upper and lower arcuate drooping jumper wires. In other words, the tower height can be made lower than before.

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

【図1】本発明の一実施例のジャンパ線支持構造を示す
正面図である。
FIG. 1 is a front view showing a jumper wire support structure of an embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】本発明のジャンパ線支持構造を採用した耐張鉄
塔の高さと従来のジャンパ線支持構造を採用した耐張鉄
塔の高さとの比較図である。
FIG. 3 is a comparison diagram of the height of a tension-resistant steel tower adopting the jumper wire support structure of the present invention and the height of a tension-resistant steel tower adopting a conventional jumper wire support structure.

【図4】従来のジャンパ線支持構造の一例を示す正面図
である。
FIG. 4 is a front view showing an example of a conventional jumper wire support structure.

【図5】図4の要部の側面図である。FIG. 5 is a side view of the main part of FIG.

【符号の説明】[Explanation of symbols]

11 耐張鉄塔 12 アーム 13 耐張碍子連 14 送電線本線 15 弧状垂下形ジャンパ線 16 剛体形碍子 a 対地間絶縁間隔(空気絶縁間隔) 11 Stranding Steel Tower 12 Arm 13 Stranding Insulator Reinforcement 14 Transmission Line Main Line 15 Arc Pendant Jumper Line 16 Rigid Insulator a Ground Insulation Interval (Air Insulation Interval)

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成7年8月4日[Submission date] August 4, 1995

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図4[Name of item to be corrected] Fig. 4

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図4】 [Figure 4]

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図5[Name of item to be corrected] Figure 5

【補正方法】追加[Correction method] Added

【補正内容】[Correction content]

【図5】 [Figure 5]

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 耐張鉄塔のアームの突出長をその直下の
アームの突出長よりも長くし,そのアームの先端付近に
剛体形碍子を懸吊し,耐張鉄塔両側の送電線本線を相互
に電気的に接続する弧状垂下形ジャンパ線の中間部を,
該弧状垂下形ジャンパ線とその直下のアームとの間に対
地間絶縁間隔が保持されるように前記剛体形碍子により
支持したことを特徴とするジャンパ線支持構造。
1. The extension length of the arm of the tension tower is made longer than the protrusion length of the arm immediately below, and a rigid insulator is suspended near the tip of the arm so that the transmission line main lines on both sides of the tension tower are mutually connected. The middle part of the arcuate hanging jumper wire that is electrically connected to
A jumper wire support structure, wherein the rigid insulators are supported so that an insulation distance to ground is maintained between the arc-shaped hanging jumper wire and an arm directly below the jumper wire.
JP11506195A 1995-04-17 1995-04-17 Jumper wire supporting structure Pending JPH08289444A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11506195A JPH08289444A (en) 1995-04-17 1995-04-17 Jumper wire supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11506195A JPH08289444A (en) 1995-04-17 1995-04-17 Jumper wire supporting structure

Publications (1)

Publication Number Publication Date
JPH08289444A true JPH08289444A (en) 1996-11-01

Family

ID=14653214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11506195A Pending JPH08289444A (en) 1995-04-17 1995-04-17 Jumper wire supporting structure

Country Status (1)

Country Link
JP (1) JPH08289444A (en)

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