JP3514189B2 - How to rebuild overhead power transmission lines - Google Patents

How to rebuild overhead power transmission lines

Info

Publication number
JP3514189B2
JP3514189B2 JP28335899A JP28335899A JP3514189B2 JP 3514189 B2 JP3514189 B2 JP 3514189B2 JP 28335899 A JP28335899 A JP 28335899A JP 28335899 A JP28335899 A JP 28335899A JP 3514189 B2 JP3514189 B2 JP 3514189B2
Authority
JP
Japan
Prior art keywords
wire
tower
steel tower
existing
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.)
Expired - Fee Related
Application number
JP28335899A
Other languages
Japanese (ja)
Other versions
JP2001112131A (en
Inventor
博光 高木
豊光 熊田
淳 山田
友和 柴田
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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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 of rebuilding a steel tower of an overhead power transmission line, and more particularly to a method of rebuilding a steel tower in which a live line portion can be sufficiently separated from a construction site and a large-scale temporary support. The present invention relates to a method of constructing and rebuilding a steel tower of an overhead transmission line that eliminates the need for a construction site for temporary support.

【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 rebuilding a steel tower of an overhead power transmission line has a great influence in the field of electricity utilization. Therefore, the power outage time should be minimized. On the other hand, it is necessary to secure the safety of workers from an electric shock accident during the construction work to rebuild the tower.

【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。
For this reason, when rebuilding a steel tower of an overhead power transmission line, various methods have been proposed in which the construction site is separated from the live line portion by a certain amount or more while the electrical connection is secured, and the tower is rebuilt.

【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 method of rebuilding a conventional steel tower, in which an existing steel tower 1 and a temporary steel tower 41 are constructed at a site separated by a certain amount or more from the site for the rebuilding, and the existing steel tower 1 is used until then. The existing power transmission route was transferred to the temporary steel tower 41, and after the required steel tower rebuilding work was completed, the power transmission route is 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 method of rebuilding a conventional steel tower, in which an armor 42 longer than the armor 4 already installed in the existing steel tower 1 is used.
After installing the power transmission line 2 from the existing arm 4 to bypass the power transmission route, a new steel tower is constructed by wrapping it from the outside of the existing steel tower, and finally the existing steel tower is removed to rebuild the steel tower. The power transmission route has been restored again. This second method eliminates the need for constructing a large-scale temporary structure such as a temporary steel tower, reducing the cost associated with the construction,
It has the advantages that the construction period can be shortened and that the construction site for the temporary steel tower is unnecessary.

【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 of rebuilding a steel tower, in which an electric wire support wire 3 is inserted between a support point 43 of the existing steel tower 1 and a power transmission line 2 so as to sandwich the existing steel tower 1. Was installed and electrically connected with the elongated jumper wire 6, and the elongated jumper wire 6 was transferred to the existing steel tower 1 and the temporary support 44 constructed on a site separated from the site for rebuilding by a certain amount or more. After that, a new steel tower was constructed by wrapping it from the outside of the existing steel tower, and finally the existing steel tower was removed and the steel tower was rebuilt, and the power transmission route was restored 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。
In the third method, the live line part can be sufficiently separated from the construction site, the safety of workers can be sufficiently ensured, and a large-scale temporary structure is not required, so that the construction work 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, the construction scale is large despite the temporary power transmission route using the temporary steel tower 41. Therefore, the construction of the temporary steel tower and the replacement of the transmission line are performed. There was a problem that the cost due to such reasons would be high and the construction period would be long. There was also a problem that a construction site for temporary steel towers 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。
Further, 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 set to a certain length or longer. For this reason, the live line part cannot be sufficiently moved away from the construction site, which is not sufficient in terms of worker safety.

【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, since the temporary support 44 is built, its construction site is required.

【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。
Therefore, an object of the present invention is to construct a large-scale temporary structure and a temporary support which can sufficiently keep the live line part away from the construction site during the reconstructing work of the overhead power transmission line tower. An object of the present invention is to provide a method for rebuilding a steel tower of an overhead transmission line that 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。
In order to achieve the above object, the present invention provides the following method of rebuilding a steel tower of 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既設鉄
塔に取付け、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
ている碍子装置間を電線支持線接続するとともに、
の電線支持線にワイヤを接続し、そのワイヤの送り出し
により、前記電線支持線を前記既設鉄塔からその両側の
隣接鉄塔に送り出しできるように既設鉄塔側に支持し、
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つつ前
記ワイヤにて既設鉄塔側から両側の隣接鉄塔に前記電線
支持線を所定長さ送り出した後、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]前記電線支持線は、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、そのウイ
ンチのワイヤの送り出しによって電線支持線が隣接鉄塔
へ送り出される[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] The existing steel tower supporting the overhead power transmission line is rebuilt into a new steel tower without changing the position of the steel tower, and the overhead power transmission line is transferred to the new steel tower to be supported by the existing steel tower rebuilding method. existing iron from elongated support structure that cross-arm with removing the jumper wire tower
An insulator that is attached to a tower and connects the overhead power transmission lines on both sides of the arm with a jumper wire having a predetermined length, supports the jumper wire with the support structure, and is supported on both sides of the arm. as well as connecting the device at the power line support line, its
Connect the wire to the electric wire support wire and send out the wire
The electric wire support wire from the existing steel tower on both sides of it.
Supported on the existing steel tower side so that it can be sent to the adjacent steel tower ,
Before being drawn the overhead line the insulator apparatus from both sides of the adjacent towers of the existing steel towers with removed from the cross-arm
Use the wire to connect the electric wire from the existing tower side to the adjacent towers on both sides.
After sending out a supporting wire for a predetermined length, the new steel tower is constructed so as to wrap the existing steel tower, and after supporting the insulator device with the electric wire support wire removed to the armor of the new steel tower, the existing steel tower is installed. A method for rebuilding a tower of an overhead transmission line, characterized by dismantling a tower together with the support structure. [2] the wire support wire is connected to a wire fed through the pulley from winch placed on the ground, its Huy
The wire supporting line is adjacent to the tower by feeding the wire
The method for rebuilding a steel tower of an overhead power transmission line according to [1], which is sent to . [3] Pulling the overhead transmission line from the adjacent steel tower removes the insulator device supported by the armature of the adjacent steel tower.
Te, wherein together with the cross-arm of the adjacent towers remove the support of the overhead transmission lines, towers rebuilding method of overhead transmission lines according to [1] for attracting the wire drawn via the pulley from winch placed on the ground. [4] The after said been pulled preferred Sega <br/> end of overhead transmission lines from the adjacent tower, the jumper wire in a state where not applied overhead line tension of the overhead lines, the support structure through the insulator apparatus The method for rebuilding a steel tower of an overhead transmission line according to [1], which is supported by.

【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。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is an explanatory view schematically showing the outline of an embodiment of a steel tower rebuilding method of the present invention. 2 to 7 are explanatory views schematically showing one embodiment of the steel tower rebuilding method of 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, according to the method of rebuilding a steel tower, (1) the jumper wire 8 of the existing steel tower 1 is removed and the predetermined supporting structure 5 is attached, and (2) the overhead power transmission line 2 Connection by the elongated jumper wire 6 and support of the jumper wire 6 by the support structure 5, (3) connection of the electric wire support wire 3 to a predetermined insulator device 9, and the existing steel tower of the electric wire support wire 3 Predetermined support for 1, (4) Insulator device 9
From the armor 4 and pulling over the overhead power transmission line 2 from the adjacent tower 21, and (5) constructing a new tower 31 to wrap around the existing tower 1, (6) using the arm 32 of the new tower 31 The new steel tower 31 is constructed by each step of supporting the insulator device 9 and (7) dismantling the existing steel tower 1 and the supporting structure 5.

【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, one 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, the existing steel tower 1 before the steel tower rebuilding work is provided with the jumper wire 8 and the insulator device 9, and similarly, the adjacent steel tower 21 is also provided with the jumper wire 22, An insulator device 23 is provided. The transmission line 2 has three phases (upper phase, middle phase,
Lower phase) are provided, respectively, insulator device 9 and insulator device 2
It is supported by the arm 4 and the arm 27 through 3.
As shown in FIG. 3, in the existing steel tower 1, the lower phase jumper wire 8 shown in FIG. 2 is removed, and the supporting structure 5 (steel prism, length 8 m) 5 longer than that is attached along the existing arm 4 I installed it. As shown in FIG. 4, adjacent steel towers 2 on both sides of the existing steel tower 1
2, 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, the elongated jumper wire (about 35 m in length) 6 is connected to the power transmission line 2 in the existing steel tower 1 and the pulley 10 (is attached to the support structure 5). a), and an electric 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 electric wire supporting wire 3, and the wire 11 was loaded 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, the wire 25 supported by the pulley 24 was connected to the terminal of the transmission line 2 in the adjacent tower 21, and the winch 26 was charged with the wire 25. As shown in FIG. 7, in the existing steel tower 1, the support of the insulator device 9 on the arm 4 is released, while the wire 11 is being sent out, the wire 25 is wound up on the adjacent steel tower 21, and the insulator device 9 moves in the direction of the arrow 15.
The wire 11 was sent out until it moved about m. As shown in FIG. 8, the insulator device 23 was attached to the power transmission line 2 at the adjacent steel tower 21, supported by the armor 27, and the jumper wire 22 was connected.
Further, in the existing tower 1, an electric wire supporting 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 supporting structure (steel made of prism, length of 8 m) 5. , And supported the elongated jumper wire 6. As shown in FIG.
The same processes (2) to (6) were performed for the middle phase and the upper phase.

【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 be wrapped from the outside of the existing steel tower 1.

【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 supporting wire 3 shown in FIG. 10 is removed from the existing steel tower 1 and the elongated jumper wire 6 is cut into a predetermined length, and then the insulator device. 9 and Hi jumper line 6 new tower 3
It was transferred to the armor 32 of No. 1 and pulled up with a predetermined tension, and the insulator device 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 Process 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 of rebuilding a steel tower of the present invention, it becomes unnecessary to construct a large-scale temporary structure such as a temporary steel tower and a construction site for a temporary steel tower and a support structure which are conventionally required. Therefore, it is possible to reduce the construction cost and the construction period. Moreover, in the present invention, the live line portion can be sufficiently separated from the construction site in terms of electrical safety, and the safety of the worker can be sufficiently ensured.

【0024】[0024]

【図面の簡単な説明】[Brief description of 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 steel tower rebuilding method of the present invention, in which (a) is a plan view and (b) is
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 the steel tower rebuilding work in the embodiment of the steel tower rebuilding method of the present invention, (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 one embodiment of the steel tower rebuilding method of the present invention, (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 one embodiment of the steel tower rebuilding method of the present invention, (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 steel tower rebuilding method of the present invention, (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 the embodiment of the steel tower rebuilding method of the present invention, (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 steel tower rebuilding method of the present invention, in which (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 the embodiment of the steel tower rebuilding method of the present invention, in which (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 one embodiment of the steel tower rebuilding method of the present invention, (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 steel tower rebuilding method of the present invention, (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 the embodiment of the steel tower rebuilding method of the present invention, in which (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 steel tower rebuilding method of the present invention, (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 view schematically showing a first method of rebuilding a conventional steel 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 diagram schematically showing a second method of rebuilding a conventional 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 view schematically showing a third method of rebuilding a conventional steel 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 steel tower 2. power line 3. Wire support wire 4. Arms (existing steel tower) 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) 9. Insulator device (existing steel tower) 10 (a). Pulley (existing steel tower) 10 (b). Pulley (existing steel tower) 11. Wire (existing steel tower) 12. Winch (existing steel tower) 21. Adjacent steel tower (steel tower adjacent to existing steel tower) 22. Jumper line (adjacent steel tower) 23. Insulator device (adjacent steel tower) 24. Pulley (adjacent steel tower) 25. Wire (adjacent steel tower) 26. Winch (adjacent tower) 27. Arms (adjacent steel tower) 31. New tower 32. Arms (new steel tower) 41. Temporary tower 42. Long arm 43. Support point (existing steel tower) 44. Temporary support (constructed on site)

───────────────────────────────────────────────────── フロントページの続き (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 (56)参考文献 特開 平11−18225(JP,A) (58)調査した分野(Int.Cl.7,DB名) H02G 1/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomokazu Shibata 3-5-10 Higashi-Shinagawa, Shinagawa-ku, Tokyo Within Nitrate Cable Power Systems Co., Ltd. (72) Inventor Tomohiro Kagami 4-chome, Kawajiri-cho, Hitachi, Ibaraki Prefecture No. 1 Inside the Toyoura Plant of Nitate Electric Cable Co., Ltd. (56) Reference JP-A-11-18225 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) H02G 1/02

Claims (4)

(57)【特許請求の範囲】(57) [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既設鉄塔に取付け、 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間を電線支持
接続するとともに、その電線支持線にワイヤを接続
し、そのワイヤの送り出しにより、前記電線支持線を前
記既設鉄塔からその両側の隣接鉄塔に送り出しできるよ
うに既設鉄塔側に支持し、 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つつ前
記ワイヤにて既設鉄塔側から両側の隣接鉄塔に前記電線
支持線を所定長さ送り出した後、 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 of rebuilding an existing transmission tower supporting an overhead transmission line, wherein the existing transmission tower is rebuilt into a new installation tower without changing the position of the transmission tower, and the overhead transmission line is transferred to the new installation tower for support. The support structure extending longer than the armband is attached to the existing steel tower, and the overhead power transmission lines on both sides of the armband are connected by a jumper wire having a predetermined length, and the jumper wire is supported by the support structure, along with connecting the insulator apparatus which is supported on both sides of the arm-in wire support wire, connect the wire to the wire support wire
Then, by sending out the wire,
You can send it from the existing tower to the adjacent towers on both sides of it.
Supported on sea urchin existing tower side, before being attracted to the overhead lines from both sides of the adjacent towers of the existing steel towers with removing the insulator apparatus from the cross-arm
Use the wire to connect the electric wire from the existing tower side to the adjacent towers on both sides.
After sending out a supporting wire for a predetermined length , constructing the new steel tower so as to wrap around the existing steel tower, after supporting the insulator device with the electric wire supporting wire removed to the armor of the new steel tower, the existing A method for rebuilding a tower of an overhead transmission line, characterized by dismantling a tower together with the support structure.
【請求項2】 前記電線支持線は、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
そのウインチのワイヤの送り出しによって電線支持線が
隣接鉄塔へ送り出される請求項1に記載の架空送電線の
鉄塔建て替え方法。
2. The electric wire support wire is connected to a wire sent out from a winch placed on the ground through a pulley ,
By sending out the wire of the winch, the electric wire support wire is
The method of rebuilding a tower of an overhead power transmission line according to claim 1, wherein the tower is sent to an adjacent tower .
【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
除去して、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 pulling of the overhead power transmission line from the adjacent steel tower removes the insulator device supported by the armrest of the adjacent steel tower to remove the support of the overhead power transmission line from the armband of the adjacent steel tower. At the same time , the method of rebuilding a steel tower of an overhead power transmission line according to claim 1, wherein the wire is 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. After the completion of overhead transmission wire drawing <br/>-out preferred Sega from the neighboring tower, the jumper wire in a state where not applied overhead line tension of the overhead power transmission lines, said through insulator apparatus The method for rebuilding a steel tower of an overhead power transmission line according to claim 1, which is supported by a support structure.
JP28335899A 1999-10-04 1999-10-04 How to rebuild overhead power transmission lines Expired - Fee Related JP3514189B2 (en)

Priority Applications (1)

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

Applications Claiming Priority (1)

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

Publications (2)

Publication Number Publication Date
JP2001112131A JP2001112131A (en) 2001-04-20
JP3514189B2 true JP3514189B2 (en) 2004-03-31

Family

ID=17664462

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3514189B2 (en)

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CN106786157A (en) * 2016-12-31 2017-05-31 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

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JP6062186B2 (en) * 2012-08-28 2017-01-18 古河電気工業株式会社 Overhead wire construction method for branch tower
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
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Publication number Priority date Publication date Assignee Title
CN106786157A (en) * 2016-12-31 2017-05-31 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

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