JP2001112131A - Steel tower rebuilding method for aerial transmission limes - Google Patents

Steel tower rebuilding method for aerial transmission limes

Info

Publication number
JP2001112131A
JP2001112131A JP28335899A JP28335899A JP2001112131A JP 2001112131 A JP2001112131 A JP 2001112131A JP 28335899 A JP28335899 A JP 28335899A JP 28335899 A JP28335899 A JP 28335899A JP 2001112131 A JP2001112131 A JP 2001112131A
Authority
JP
Japan
Prior art keywords
tower
wire
transmission line
steel tower
overhead
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.)
Granted
Application number
JP28335899A
Other languages
Japanese (ja)
Other versions
JP3514189B2 (en
Inventor
Hiromitsu Takagi
博光 高木
Toyomitsu Kumada
豊光 熊田
Atsushi Yamada
淳 山田
Tomokazu Shibata
友和 柴田
Tomohiro Kagami
智博 加々美
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 JP28335899A priority Critical patent/JP3514189B2/en
Publication of JP2001112131A publication Critical patent/JP2001112131A/en
Application granted granted Critical
Publication of JP3514189B2 publication Critical patent/JP3514189B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a steel tower working method for aerial transmission lines, which can keep a hot-line sufficiency apart away from a working site, and make construction of a large scale temporary structure and the construction site for temporarily retaining member unnecessary. SOLUTION: A jumper wire of an existing steel tower 1 is detached, and a retaining structure body 5 stretching longer than arm metal is fixed. Aerial transmission lines 2 are connected, by using a jumper line 6 having a prescribed length. The jumper line 6 is retained by the retaining structure body 5. A wire- retaining line 3 is connected with a porcelain insulator 9 retained on both ends of the arm metal 4. The wire retaining line 3 is retained by an existing steel tower 1 so as to be sent out. The porcelain insulator 9 is detached from the arm metal 4. The aerial transmission line 2 is drawn, and a newly building steel tower is constructed in such a manner as wrapping the existing steel tower 1. After the porcelain insulator from, which the wire-retaining line 3 is detached, is retained by the arm metal of the newly building steel tower, the existing steel tower is dismantled together with the retaining structure.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、架空送電線の鉄塔
建て替え方法に関し、特に、鉄塔建て替え工事の際、活
線部分を施工現場から十分に遠ざけることができ、かつ
大規模な仮設支持物の建設および、仮設支持物用の建設
用地が不要となる架空送電線の鉄塔建て替え方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for rebuilding an overhead power transmission line with a steel tower, and more particularly to a method for rebuilding a steel tower, in which a live line portion can be sufficiently moved away from a construction site and a large-scale temporary support structure can be used. The present invention relates to a method of rebuilding an overhead power transmission line that does not require construction and a construction site for temporary supports.

【0002】[0002]

【従来の技術】架空送電線の鉄塔建て替えに伴う停電
は、電気の利用分野において多大な影響をもたらす。従
って、その停電の時間は最小限にする必要がある。他
方、鉄塔建て替え工事中は、感電事故から作業員の安全
を確保する必要がある。
2. Description of the Related Art A power outage caused by the rebuilding of an overhead power transmission line in a tower has a great effect on the field of electricity utilization. Therefore, the time of the power outage needs to be minimized. On the other hand, during the rebuilding of the tower, it is necessary to ensure the safety of workers from electric shock accidents.

【0003】このため、架空送電線の鉄塔建て替えの
際、電気的接続を確保しながら、施工現場を活線部分か
ら一定以上隔離して鉄塔建て替えを行う種々の方法が提
案されている。
[0003] For this reason, various methods have been proposed for rebuilding an overhead power transmission line while rebuilding a tower while maintaining electrical connection while isolating a construction site from live parts at least to a certain extent.

【0004】図13は、従来の鉄塔建て替えの第1の方
法を示し、既設鉄塔1、及びその建て替え用地から一定
以上に離れた用地に仮設鉄塔41を建設し、それまで既
設鉄塔1を経由していた送電ルートを仮設鉄塔41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
電ルートを戻している。
FIG. 13 shows a first conventional method of rebuilding a tower, in which an existing tower 1 and a temporary tower 41 are constructed on a site at least a certain distance from the site for rebuilding, and the existing tower 1 is connected to the existing tower 1 until then. The power transmission route was transferred to a temporary steel tower 41, and after completing the necessary construction work, the power transmission route was returned again.

【0005】図14は、従来の鉄塔建て替えの第2の方
法を示し、既設鉄塔1に既設の腕金4より長い腕金42
を取付け、それに既設の腕金4から送電線2を移して送
電ルートを迂回させた後、既設鉄塔の外側から包み込む
ようにして新設鉄塔を建設し、最後に既設鉄塔を撤去し
て鉄塔建て替え工事を行い、再び送電ルートを戻してい
る。この第2の方法では、仮設鉄塔等の大規模な仮設構
造物の建設が不要となり、工事に伴うコストの低減化、
工期の短縮化を図ることができ、また、仮設鉄塔の建設
用地が不必要となる等の利点がある。
FIG. 14 shows a second conventional method of rebuilding a steel tower, in which an existing steel tower 1 has an arm 42 longer than an existing arm 4.
After relocating the transmission line 2 from the existing arm 4 and circumventing the power transmission route, construct a new tower by wrapping it around the outside of the existing tower, and finally remove the existing tower to replace the tower. And returned the power transmission route again. In the second method, it is not necessary to construct a large-scale temporary structure such as a temporary steel tower, thereby reducing costs associated with the construction,
There are advantages that the construction period can be shortened, and that a construction site for a temporary steel tower is not required.

【0006】図15は、従来の鉄塔建て替えの第3の方
法を示し、既設鉄塔1の支持点43と送電線2との間に
電線支持線3を挿入し、既設鉄塔1を挟む両径間を長尺
化ジャンパ線6を取付けて電気的に接続し、この長尺化
ジャンパ線6を既設鉄塔1、及びその建て替え用地から
一定以上に離れた用地に建設した仮設支持物44に移し
替えた後、既設鉄塔の外側から包み込むようにして新設
鉄塔を建設し、最後に既設鉄塔を撤去して鉄塔建て替え
工事を行い、再び送電ルートを戻している。
FIG. 15 shows a third conventional method for rebuilding a tower, in which a wire support wire 3 is inserted between a support point 43 of an existing tower 1 and a transmission line 2, and both spans sandwiching the existing tower 1 are installed. Was electrically connected by attaching a long jumper wire 6, and the long jumper wire 6 was transferred to an existing steel tower 1 and a temporary support 44 constructed on a site at least a certain distance from the rebuilding site. Later, a new tower was constructed to wrap around the outside of the existing tower, and finally the existing tower was removed and rebuilt, and the power transmission route was returned again.

【0007】この第3の方法では、活線部分を施工現場
から充分に遠ざけることができ、作業員の安全性を充分
に確保でき、また、大掛かりな仮設構造物を必要としな
い点で、工事費用の低コスト化、工期の短縮化を図るこ
とができる。
[0007] In the third method, the hot-line part can be sufficiently distant from the construction site, the safety of workers can be sufficiently ensured, and a large-scale temporary structure is not required. The cost can be reduced and the construction period can be shortened.

【0008】[0008]

【発明が解決しようとする課題】しかし、第1の方法に
よると、仮設鉄塔41を用いた仮の送電ルートにもかか
わらず、工事の規模が大きくなるため、仮設鉄塔の建設
や送電線の張り替え等によるコストが高くなり、工事期
間も長くなるという問題があった。また、仮設鉄塔の建
設用地が必要となる等の問題もあった。
However, according to the first method, despite the provisional power transmission route using the temporary tower 41, the scale of the construction is large, so the construction of the temporary tower and the replacement of the transmission line are required. However, there is a problem that the cost is increased due to the above-mentioned reasons, and the construction period is prolonged. In addition, there was a problem that a construction site for a temporary steel tower was required.

【0009】また、第2の方法によると、新設した長腕
金42により直接、送電線を支持するため、新設した長
腕金42の強度上、その長さを一定以上とすることがで
きない。このため、活線部分を施工現場から充分に遠ざ
けることができず、作業員の安全性の面では十分でなか
った。
In addition, according to the second method, since the transmission line is directly supported by the newly-installed long arm 42, the length of the newly-installed long arm 42 cannot be more than a certain length due to the strength. For this reason, the live part cannot be kept sufficiently away from the construction site, and the safety of workers has not been sufficient.

【00010】さらに、第3の方法によると、仮設支持
物44を建てるため、その建設用地が必要になる。
Further, according to the third method, the construction site is required to construct the temporary support 44.

【0011】従って、本発明の目的は、架空送電線の鉄
塔建て替え工事の際、活線部分を施工現場から十分に遠
ざけることができ、かつ大規模な仮設構造物の建設およ
び、仮設支持物の建設用地が不要となる架空送電線の鉄
塔建て替え方法を提供することにある。
Accordingly, it is an object of the present invention to provide a method for constructing a large-scale temporary structure and a temporary support structure in which a live-line portion can be sufficiently moved away from a construction site when rebuilding an overhead power transmission line. An object of the present invention is to provide a method for rebuilding an overhead power transmission line in a tower, which does not require a construction site.

【0012】[0012]

【課題を解決するための手段】本発明は、上記目的を達
成するため、以下の架空送電線の鉄塔建て替え方法を提
供する。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides the following method for rebuilding an overhead power transmission line.

【0013】[1]架空送電線を支持する既設鉄塔を鉄
塔位置を変えないで新設鉄塔に建て替え、前記架空送電
線を前記新設鉄塔に移して支持させる架空送電線の鉄塔
建て替え方法において、前記既設鉄塔のジャンパ線を外
すとともにその腕金より長く伸びた支持構造物を取付
け、前記腕金の両側の前記架空送電線を所定の長さのジ
ャンパ線で接続するとともに、前記ジャンパ線を前記支
持構造物で支持し、前記腕金の両側に支持されている碍
子装置に電線支持線を接続するとともに、前記電線支持
線を前記既設鉄塔で送り出しできるようにして支持し、
前記碍子装置を前記腕金から外すとともに前記既設鉄塔
の両側の隣接鉄塔から前記架空送電線を引き寄せ、前記
既設鉄塔を包み込むようにして前記新設鉄塔を建設し、
前記新設鉄塔の腕金に前記電線支持線を外された前記碍
子装置を支持した後、前記既設鉄塔を前記支持構造物と
ともに解体することを特徴とする架空送電線の鉄塔建て
替え方法。 [2]前記碍子装置への前記電線支持線の接続は、地上
に置かれたウインチから滑車を介して送り出されるワイ
ヤに接続された鋼より線を接続することによって行われ
る[1]に記載の架空送電線の鉄塔建て替え方法。 [3]前記隣接鉄塔からの前記架空送電線の引き寄せ
は、前記隣接鉄塔の腕金に支持された碍子装置を除去
し、前記隣接鉄塔の腕金から前記架空送電線の支持を外
すとともに地上に置かれたウインチから滑車を介して引
き寄せられるワイヤによって引き寄せる[1]に記載の
架空送電線の鉄塔建て替え方法。 [4]前記隣接鉄塔からの前記架空送電線の引き寄せ
は、前記架空送電線の引き寄せが終了した後、前記ジャ
ンパ線を前記架空送電線の架線張力がかからない状態
で、碍子装置を介して前記支持構造物に支持される
[1]に記載の架空送電線の鉄塔建て替え方法。
[1] In the method of rebuilding an existing tower supporting an overhead transmission line to a new tower without changing the position of the tower, and relocating the overhead transmission line to the new tower and supporting the tower, Remove the jumper wire of the tower and attach a support structure extending beyond the arm bar, connect the overhead power transmission lines on both sides of the arm bar with jumper wires of a predetermined length, and connect the jumper wire to the support structure. Supported by an object, while connecting a wire support wire to the insulator device supported on both sides of the arm, and supporting the wire support wire so that it can be sent out by the existing steel tower,
While removing the insulator device from the arm, the overhead transmission line is drawn from adjacent towers on both sides of the existing tower, and the new tower is constructed so as to wrap the existing tower,
A method of rebuilding a tower of an overhead transmission line, comprising: supporting the insulator device from which the wire support wire has been detached on a arm of the new tower, and disassembling the existing tower together with the support structure. [2] The connection of the electric wire support wire to the insulator device is performed by connecting a steel stranded wire connected to a wire sent out from a winch placed on the ground via a pulley, [1]. How to rebuild overhead power transmission lines. [3] The drawing of the overhead transmission line from the adjacent tower is performed by removing the insulator device supported by the arm of the adjacent tower, removing the support of the overhead transmission line from the arm of the adjacent tower, and moving the overhead transmission line to the ground. The method for rebuilding an overhead power transmission line according to [1], wherein the overhead transmission line is pulled by a wire drawn from a placed winch via a pulley. [4] The pulling of the overhead power transmission line from the adjacent tower is performed after the pulling of the overhead power transmission line is completed and the jumper wire is supported via an insulator device in a state where overhead wire tension of the overhead power transmission line is not applied. The method according to [1], wherein the overhead power transmission line is supported by a structure.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施の形態を、図
面を参照して具体的に説明する。図1は、本発明の鉄塔
建て替え方法の一実施形態の概要を模式的に示す説明図
である。図2〜図7は、本発明の鉄塔建て替え方法の一
実施形態を工程順に模式的示す説明図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is an explanatory diagram schematically showing an outline of an embodiment of a tower rebuilding method according to the present invention. 2 to 7 are explanatory views schematically showing one embodiment of the method for rebuilding a tower according to the present invention in the order of steps.

【0015】図1〜図7に示すように、本発明の鉄塔建
て替え方法は、(1)既設鉄塔1のジャンパ線8の取外
し、および所定支持構造物5の取付け、(2)架空送電
線2の長尺化ジャンパ線6による接続、およびこのジャ
ンパ線6の前記支持構造物5による支持、(3)所定の
碍子装置9への電線支持線3の接続、およびこの電線支
持線3の既設鉄塔1への所定の支持、(4)碍子装置9
の腕金4からの取外し、および隣接鉄塔21からの架空
送電線2を引き寄せ、(5)既設鉄塔1を包み込むよう
にして行う新設鉄塔31の建設、(6)新設鉄塔31の
腕金32での碍子装置9の支持、(7)既設鉄塔1およ
び支持構造物5の解体の各工程により新設鉄塔31を建
設するものである。
As shown in FIGS. 1 to 7, the method for rebuilding a tower according to the present invention includes the following steps: (1) detaching a jumper wire 8 of an existing tower 1 and attaching a predetermined support structure 5; , Connection of the jumper wire 6 by the support structure 5, (3) connection of the wire support wire 3 to a predetermined insulator device 9, and existing tower of the wire support wire 3 (4) Insulator device 9
(5) Construction of a new steel tower 31 to be carried out so as to wrap the existing steel tower 1 and (6) Armature 32 of the new steel tower 31 And (7) dismantling the existing tower 1 and the supporting structure 5 to construct the new tower 31.

【0016】以下、本発明の建て替え方法の一実施形態
を工程順にさらに具体的に説明する。
Hereinafter, an embodiment of the rebuilding method of the present invention will be described more specifically in the order of steps.

【0017】(1)第1工程 図2に示すように、鉄塔建て替え工事前の既設鉄塔1に
は、ジャンパ線8、碍子装置9が設けられ、同様に隣接
鉄塔21にも、ジャンパ線22、碍子装置23が設けら
れている。鉄塔間には、送電線2が三相(上相、中相、
下相)設けられ、それぞれ碍子装置9および碍子装置2
3を通じて、腕金4および腕金27に支持されている。
図3に示すように、既設鉄塔1において図2に示す下相
のジャンパ線8を外し、既設腕金4に添わせてそれより
長い支持構造物(鋼製で角柱、長さ8m)5を取付け
た。図4に示すように、既設鉄塔1の両側の隣接鉄塔2
1において図2に示すジャンパ線22、および碍子装置
23を取外した。
(1) First Step As shown in FIG. 2, a jumper wire 8 and an insulator device 9 are provided on an existing steel tower 1 before the tower rebuilding work. An insulator device 23 is provided. Between the towers, transmission line 2 has three phases (upper, middle,
Lower phase) provided, respectively, the insulator device 9 and the insulator device 2
The arm 3 supports the arm 4 and the arm 27.
As shown in FIG. 3, the lower phase jumper wire 8 shown in FIG. 2 is removed from the existing steel tower 1, and a longer supporting structure (steel prism, 8 m long) 5 is attached to the existing arm 4. Installed. As shown in FIG. 4, adjacent towers 2 on both sides of the existing tower 1
In FIG. 1, the jumper wire 22 and the insulator device 23 shown in FIG. 2 were removed.

【0018】(2)第2、3工程 図5に示すように、既設鉄塔1において長尺化ジャンパ
線(長さ約35m)6を送電線2に接続して支持構造物
5に滑車10(a) を介して支持し、また、碍子装置9に
は電線支持線(鋼より線、長さ約15m)3を接続し、
電線支持線3の端末に滑車10(b) に支持されたワイヤ
11を接続してそれをウインチ12に仕込んだ。
(2) Second and Third Steps As shown in FIG. 5, a long jumper wire (about 35 m in length) 6 is connected to the transmission line 2 in the existing steel tower 1 and the pulley 10 ( a), and a wire support wire (steel stranded wire, length of about 15 m) 3 is connected to the insulator device 9,
The wire 11 supported by the pulley 10 (b) was connected to the end of the wire support wire 3, and the wire 11 was charged into the winch 12.

【0019】(4)第4工程 図6に示すように、隣接鉄塔21において送電線2の端
末に滑車24に支持されたワイヤ25を接続して、それ
をウインチ26に仕込んだ。図7に示すように、既設鉄
塔1において、腕金4における碍子装置9の支持を解除
し、ワイヤ11を送り出しながら、隣接鉄塔21におい
てワイヤ25を巻き取り、碍子装置9が矢印方向に15
m程移動するまでワイヤ11を送り出した。図8に示す
ように、隣接鉄塔21にて送電線2に碍子装置23を取
付けて腕金27に支持し、ジャンパ線22を接続した。
また、既設鉄塔1において電線支持線(鋼より線、長さ
約15m)3を腕金4に取付け、支持構造物(鋼製で角
柱、長さ8m)5の先端部に碍子装置7を取付け、それ
で長尺化ジャンパ線6を支持した。図9に示すように、
中相、および上相についても上記(2)〜(6)と同様
に行った。
(4) Fourth Step As shown in FIG. 6, a wire 25 supported by a pulley 24 was connected to an end of the transmission line 2 at an adjacent steel tower 21 and charged into a winch 26. As shown in FIG. 7, in the existing steel tower 1, the support of the insulator device 9 in the arm 4 is released, and the wire 25 is wound up in the adjacent steel tower 21 while sending out the wire 11.
The wire 11 was sent out until it moved about m. As shown in FIG. 8, an insulator device 23 was attached to the transmission line 2 at the adjacent steel tower 21, supported by the arm 27, and the jumper wire 22 was connected.
In the existing tower 1, an electric wire support wire (steel stranded wire, length of about 15 m) 3 is attached to the arm 4, and an insulator device 7 is attached to the tip of a support structure (steel prism, length 8 m) 5. Thus, the long jumper wire 6 was supported. As shown in FIG.
The middle and upper phases were performed in the same manner as in the above (2) to (6).

【0020】(5)第5工程 図10に示すように、既設鉄塔1の外側から包み込むよ
うに新設鉄塔31を建設した。
(5) Fifth Process As shown in FIG. 10, a new steel tower 31 was constructed so as to surround the existing steel tower 1 from outside.

【0021】(6)第6工程 図11に示すように、既設鉄塔1にて図10に示す電線
支持線3を取外し、長尺化ジャンパ線6を所定の長さに
切断した後、碍子装置9及ひジャンパ線6を新設鉄塔3
1の腕金32に移し、所定の張力で張り上げ、碍子装置
9及ひジャンパ線6を取付けた。
(6) Sixth Step As shown in FIG. 11, the electric wire support wire 3 shown in FIG. 10 is removed from the existing steel tower 1, and the long jumper wire 6 is cut into a predetermined length. 9 and the jumper line 6 to the new tower 3
Then, the insulator arm 9 and the jumper wire 6 were attached.

【0022】(7)第7工程 図12に示すように、図11に示す既設鉄塔1および支
持構造物5を撤去し、鉄塔の建て替えを完了した。
(7) Seventh Step As shown in FIG. 12, the existing steel tower 1 and the supporting structure 5 shown in FIG. 11 were removed, and the rebuilding of the steel tower was completed.

【0023】[0023]

【発明の効果】以上説明した通り、本発明の鉄塔建て替
え方法によると、従来必要としていた仮設鉄塔等の大規
模な仮設構造物の建設、および仮設鉄塔や支持構造物の
建設用地が不要となるので、工事費の低減化、工期の短
縮化を図ることができる。しかも、本発明では活線部分
を施工現場から電気的安全性の上で十分に遠ざけること
が可能となり、作業員の安全性を十分に確保できる。
As described above, according to the method for rebuilding a steel tower according to the present invention, the construction of a large-scale temporary structure such as a temporary steel tower and the construction site for a temporary steel tower and a support structure which are conventionally required become unnecessary. Therefore, it is possible to reduce the construction cost and the construction period. In addition, according to the present invention, it is possible to keep the live line portion sufficiently distant from the construction site in terms of electrical safety, and it is possible to sufficiently secure the safety of workers.

【0024】[0024]

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

【図1】本発明の鉄塔建て替え方法の一実施形態の概要
を模式的に示す説明図であり、(イ)は平面図、(ロ)
は正面図である。
FIG. 1 is an explanatory view schematically showing an outline of an embodiment of a method for rebuilding a tower according to the present invention, wherein (a) is a plan view and (b)
Is a front view.

【図2】本発明の鉄塔建て替え方法の一実施形態におけ
る鉄塔建て替え工事前の既設鉄塔の状態を模式的に示す
説明図であり、(イ)は平面図、(ロ)は正面図であ
る。
FIG. 2 is an explanatory view schematically showing a state of an existing steel tower before a steel tower rebuilding work in one embodiment of the steel tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図3】本発明の鉄塔建て替え方法の一実施形態におけ
る第1工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 3 is an explanatory view schematically showing a first step in an embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図4】本発明の鉄塔建て替え方法の一実施形態におけ
る第1工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 4 is an explanatory view schematically showing a first step in an embodiment of the method for rebuilding a tower according to the present invention, wherein (a) is a plan view and (b) is a front view.

【図5】本発明の鉄塔建て替え方法の一実施形態におけ
る第2、3工程を模式的示す説明図であり、(イ)は平
面図、(ロ)は正面図である。
FIG. 5 is an explanatory view schematically showing the second and third steps in one embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図6】本発明の鉄塔建て替え方法の一実施形態におけ
る第4工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 6 is an explanatory view schematically showing a fourth step in one embodiment of the method for rebuilding a tower according to the present invention, wherein (a) is a plan view and (b) is a front view.

【図7】本発明の鉄塔建て替え方法の一実施形態におけ
る第4工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 7 is an explanatory view schematically showing a fourth step in the embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図8】本発明の鉄塔建て替え方法の一実施形態におけ
る第4工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 8 is an explanatory view schematically showing a fourth step in one embodiment of the method for rebuilding a tower according to the present invention, wherein (a) is a plan view and (b) is a front view.

【図9】本発明の鉄塔建て替え方法の一実施形態におけ
る第4工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 9 is an explanatory view schematically showing a fourth step in the embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図10】本発明の鉄塔建て替え方法の一実施形態にお
ける第5工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 10 is an explanatory view schematically showing a fifth step in one embodiment of the method for rebuilding a tower according to the present invention, wherein (a) is a plan view and (b) is a front view.

【図11】本発明の鉄塔建て替え方法の一実施形態にお
ける第6工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 11 is an explanatory view schematically showing a sixth step in one embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図12】本発明の鉄塔建て替え方法の一実施形態にお
ける第7工程を模式的示す説明図であり、(イ)は平面
図、(ロ)は正面図である。
FIG. 12 is an explanatory view schematically showing a seventh step in one embodiment of the tower rebuilding method of the present invention, wherein (a) is a plan view and (b) is a front view.

【図13】従来の鉄塔建て替えの第一の方法を模式的に
示す説明図である。
FIG. 13 is an explanatory diagram schematically showing a first method of rebuilding a conventional tower.

【図14】従来の鉄塔建て替えの第二の方法を模式的に
示す説明図である。
FIG. 14 is an explanatory view schematically showing a second conventional method of rebuilding a steel tower.

【図15】従来の鉄塔建て替えの第三の方法を模式的に
示す説明図である。
FIG. 15 is an explanatory diagram schematically showing a third method of rebuilding a conventional tower.

【符号の説明】[Explanation of symbols]

1.既設鉄塔 2.送電線 3.電線支持線 4.腕金(既設鉄塔) 5.支持構造物(既設鉄塔) 6.長尺化ジャンパ線(既設鉄塔) 7.碍子装置(支持構造物) 8.既設ジャンパ線(既設鉄塔) 9.碍子装置(既設鉄塔) 10(a) .滑車(既設鉄塔) 10(b) .滑車(既設鉄塔) 11.ワイヤ(既設鉄塔) 12.ウインチ(既設鉄塔) 21.隣接鉄塔(既設鉄塔に隣接する鉄塔) 22.ジャンパ線(隣接鉄塔) 23.碍子装置(隣接鉄塔) 24.滑車(隣接鉄塔) 25.ワイヤ(隣接鉄塔) 26.ウインチ(隣接鉄塔) 27.腕金(隣接鉄塔) 31.新設鉄塔 32.腕金(新設鉄塔) 41.仮設鉄塔 42.長腕金 43.支持点(既設鉄塔) 44.仮設支持物(用地に建設) 1. Existing tower 2. Transmission line 3. Wire support wire 4. Arms (existing steel tower) 5. 5. Support structure (existing steel tower) 6. Long jumper line (existing steel tower) 7. Insulator device (support structure) 8. Existing jumper line (existing steel tower) Insulator device (existing steel tower) 10 (a). Pulley (existing steel tower) 10 (b). Pulley (existing steel tower) Wire (existing steel tower) 12. Winch (existing steel tower) 21. Adjacent tower (tower adjacent to existing tower) Jumper line (adjacent tower) 23. Insulator device (adjacent tower) 24. Pulley (adjacent tower) 25. Wire (adjacent tower) 26. Winch (adjacent tower) 27. Arms (adjacent tower) 31. New steel tower 32. Arms (new tower) 41. Temporary steel tower 42. Long arm 43. Support point (existing steel tower) Temporary support (constructed on land)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山田 淳 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 柴田 友和 東京都品川区東品川3丁目5番10号 日立 電線パワーシステムズ株式会社内 (72)発明者 加々美 智博 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 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Jun Yamada 4-10-1, Kawajiri-cho, Hitachi City, Ibaraki Prefecture Inside the Toyoura Plant of Hitachi Cable Co., Ltd. (72) Inventor Tomokazu Shibata 3-5-Higashishinagawa, Shinagawa-ku, Tokyo No. 10 Inside Hitachi Cable Power Systems Co., Ltd. (72) Inventor Tomohiro Kagami 4-1-1 Kawajiri-cho, Hitachi City, Ibaraki Prefecture Inside the Toyoura Plant of Hitachi Cable Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】架空送電線を支持する既設鉄塔を鉄塔位置
を変えないで新設鉄塔に建て替え、前記架空送電線を前
記新設鉄塔に移して支持させる架空送電線の鉄塔建て替
え方法において、 前記既設鉄塔のジャンパ線を外すとともにその腕金より
長く伸びた支持構造物を取付け、 前記腕金の両側の前記架空送電線を所定の長さのジャン
パ線で接続するとともに、前記ジャンパ線を前記支持構
造物で支持し、 前記腕金の両側に支持されている碍子装置に電線支持線
を接続するとともに、前記電線支持線を前記既設鉄塔で
送り出しできるようにして支持し、 前記碍子装置を前記腕金から外すとともに前記既設鉄塔
の両側の隣接鉄塔から前記架空送電線を引き寄せ、 前記既設鉄塔を包み込むようにして前記新設鉄塔を建設
し、 前記新設鉄塔の腕金に前記電線支持線を外された前記碍
子装置を支持した後、前記既設鉄塔を前記支持構造物と
ともに解体することを特徴とする架空送電線の鉄塔建て
替え方法。
1. A method for rebuilding an existing tower supporting an overhead transmission line to a new tower without changing the position of the tower, and transferring the overhead transmission line to the new tower to support the tower, And attaching a support structure extending beyond the arm bar, connecting the overhead power transmission lines on both sides of the arm bar with jumpers of a predetermined length, and connecting the jumper line to the support structure. A wire support line is connected to the insulator device supported on both sides of the arm bar, and the wire support line is supported so that it can be sent out by the existing steel tower, and the insulator device is supported from the arm bar. Remove and draw the overhead transmission line from adjacent towers on both sides of the existing tower, construct the new tower so as to wrap the existing tower, After supporting the insulator devices remove the feeder support wire, steel tower rebuilding method of overhead power lines, characterized in that dismantling the existing steel tower together with the support structure.
【請求項2】前記碍子装置への前記電線支持線の接続
は、地上に置かれたウインチから滑車を介して送り出さ
れるワイヤに接続された鋼より線を接続することによっ
て行われる請求項1に記載の架空送電線の鉄塔建て替え
方法。
2. The connection of the electric wire support wire to the insulator device is performed by connecting a steel stranded wire connected to a wire sent out from a winch placed on the ground via a pulley. How to rebuild the overhead power transmission line as described.
【請求項3】前記隣接鉄塔からの前記架空送電線の引き
寄せは、前記隣接鉄塔の腕金に支持された碍子装置を除
去し、前記隣接鉄塔の腕金から前記架空送電線の支持を
外すとともに地上に置かれたウインチから滑車を介して
引き寄せられるワイヤによって引き寄せる請求項1に記
載の架空送電線の鉄塔建て替え方法。
3. The drawing of the overhead transmission line from the adjacent tower is performed by removing the insulator device supported by the arm of the adjacent tower, removing the support of the overhead transmission line from the arm of the adjacent tower. The method for rebuilding an overhead power transmission line tower according to claim 1, wherein the overhead transmission line is pulled by a wire pulled from a winch placed on the ground via a pulley.
【請求項4】前記隣接鉄塔からの前記架空送電線の引き
寄せは、前記架空送電線の引き寄せが終了した後、前記
ジャンパ線を前記架空送電線の架線張力がかからない状
態で、碍子装置を介して前記支持構造物に支持される請
求項1に記載の架空送電線の鉄塔建て替え方法。
4. The pulling of the overhead power transmission line from the adjacent tower is performed through an insulator device after the pulling of the overhead power transmission line is completed and the jumper wire is not subjected to overhead wire tension of the overhead power transmission line. The method according to claim 1, wherein the overhead transmission line is supported by the support structure.
JP28335899A 1999-10-04 1999-10-04 How to rebuild overhead power transmission lines Expired - Fee Related JP3514189B2 (en)

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Application Number Priority Date Filing Date Title
JP28335899A JP3514189B2 (en) 1999-10-04 1999-10-04 How to rebuild overhead power transmission lines

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ID=17664462

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014045597A (en) * 2012-08-28 2014-03-13 Furukawa Electric Co Ltd:The Overhead wire construction method for branch steel tower and temporary jumper device
CN109494616A (en) * 2018-12-13 2019-03-19 国网山东省电力公司烟台供电公司 A method of electrification connects 35kv zero load lead
CN112701609A (en) * 2020-12-22 2021-04-23 广东电网有限责任公司广州供电局 High-voltage line power failure maintenance method, system and related device

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CN106786157B (en) * 2016-12-31 2018-08-31 浙江省送变电工程公司 Transmission line of electricity Great span above the navigation water surface tears aging method open

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014045597A (en) * 2012-08-28 2014-03-13 Furukawa Electric Co Ltd:The Overhead wire construction method for branch steel tower and temporary jumper device
CN109494616A (en) * 2018-12-13 2019-03-19 国网山东省电力公司烟台供电公司 A method of electrification connects 35kv zero load lead
CN112701609A (en) * 2020-12-22 2021-04-23 广东电网有限责任公司广州供电局 High-voltage line power failure maintenance method, system and related device
CN112701609B (en) * 2020-12-22 2023-10-20 广东电网有限责任公司广州供电局 High-voltage line power failure maintenance method, system and related device

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