JPS6217926B2 - - Google Patents
Info
- Publication number
- JPS6217926B2 JPS6217926B2 JP22392182A JP22392182A JPS6217926B2 JP S6217926 B2 JPS6217926 B2 JP S6217926B2 JP 22392182 A JP22392182 A JP 22392182A JP 22392182 A JP22392182 A JP 22392182A JP S6217926 B2 JPS6217926 B2 JP S6217926B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- line
- wheel
- old
- main rope
- 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
Links
- 238000010276 construction Methods 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Electric Cable Installation (AREA)
Description
【発明の詳細な説明】
この発明は架空送電線の新設や取替を行なうと
きに電線が弛んで地上の障害物に接触して事故が
起きたりしないように鉄塔の中間数箇所〜十数箇
所を吊持ちしながら延線する吊金車を用いた架線
工事方法に関する。[Detailed Description of the Invention] This invention is designed to prevent the wires from loosening and coming into contact with obstacles on the ground and causing accidents when new or replacing overhead power transmission lines. This invention relates to an overhead line construction method using a hanging wheel that extends the line while suspending it.
鉄塔間に張られた旧線を新線に取替える際に旧
線の一方端に新線を接続し他方端側から引抜く所
謂引抜工法を採用した場合、大きな弛みが発生し
てしまうことより強力なバツクテンシヨンをかけ
つつそれを上廻る駆動力を有する大型のウインチ
を使用する必要がある上に、それでも生ずる弛み
に対して地上の障害物との干渉を避ける手当が必
要になる。 When replacing the old line stretched between steel towers with a new line, if we use the so-called pull-out method, in which the new line is connected to one end of the old line and pulled out from the other end, a large amount of slack will occur. It is necessary to use a large winch with a driving force that exceeds the back tension while applying a certain amount of back tension, and even then, it is necessary to take measures to prevent interference with obstacles on the ground due to the slack that occurs.
そこでこうした不都合を解消するものとして従
来吊金車なる小型の金車を多数用いて行なう架線
工事方法が提案されている。従来のこの種の架線
工事方法としては例えば第1図及び第2図に示す
ようなものがある。第1図はこの架線工事に使用
する吊金車を示す。1が吊金車で、2個のホイー
ル2,3、2個の挿通孔4,5及び曵行ロープ6
用の挾持部7を備える。第2図は旧線Aと新線B
とを取替える際の架線工事方法を示すもので、先
ず旧線A上に自走機8を走らせ、メツセンジヤワ
イヤ9を延線しつつ複数の吊金車1,1…を曵行
ロープ10にて順次展開する〔第2図イ〕。次い
で鉄塔11の側よりメツセンジヤワイヤ9を捲取
りこれに接続した新線Bを延線する〔第2図
ロ〕。新線Bが鉄塔11,12間に延線されたと
ころで旧線Aを弛めつつ新線Bを張つた状態にす
る所謂張力変換を行ない、吊金車1の天地を逆に
して旧線Aと新線Bとの位置を変換する〔第2図
ハ〕。そしてその後に旧線Aの引抜きと各吊金車
1,1…の回収を行なうものである。 In order to solve this problem, a conventional overhead line construction method has been proposed in which a large number of small hanging wheels are used. Conventional overhead line construction methods of this type include those shown in FIGS. 1 and 2, for example. Figure 1 shows the hanging wheel used for this overhead line work. 1 is a hanging wheel, two wheels 2, 3, two insertion holes 4, 5, and a towing rope 6.
It is provided with a holding part 7 for use. Figure 2 shows old line A and new line B
This shows the overhead line construction method when replacing the old line A. First, a self-propelled machine 8 is run on the old line A, and while extending the messenger wire 9, a plurality of hanging cars 1, 1... are towed by the rope 10. It will be developed sequentially [Figure 2 B]. Next, the messenger wire 9 is rolled up from the side of the steel tower 11, and the new line B connected to it is extended [Fig. 2 B]. When the new line B has been extended between the steel towers 11 and 12, a so-called tension conversion is performed to loosen the old line A and tension the new line B. and the new line B [Figure 2 C]. After that, the old line A is pulled out and the hanging wheels 1, 1, . . . are recovered.
しかしながらこのような従来の吊金車を用いた
架線工事方法にあつては、旧線Aと新線Bとを直
接位置変換させるものであつたため、吊金車1が
天地反転するという工程が必須であるという不具
合があつた。即ち、このように吊金車1が反転す
るものは万一鉄塔11,12間に複数配された各
吊金車1,1…の反転方向が統一されない場合、
旧線A及び新線B更には曵行ロープ6同士が互い
に絡み合うこととなりこの絡みを解くのに大変な
労力を必要とする上にその際に新線Bを擦傷して
しまうことになる。その為位置変換の際には反転
方向の統一はもちろんのこと吊金車1と各線A,
B,6同士が衝撃的にぶつかつたりしないよう細
心の注意と多くの労力とが必要とされたのであ
る。 However, in the conventional overhead line construction method using a hanging wheel, the positions of the old line A and the new line B are directly changed, so a step of turning the hanging wheel 1 upside down is essential. There was a problem with this. That is, in the case where the hanging wheel 1 is reversed in this way, in the unlikely event that the reversing direction of each of the multiple hanging wheels 1, 1... arranged between the steel towers 11, 12 is not unified,
The old line A and the new line B, as well as the towing ropes 6, become entangled with each other, requiring a great deal of effort to untangle them, and in doing so, the new line B will be damaged. Therefore, when changing the position, not only must the reversal direction be unified, but also the hanging wheel 1 and each line A,
Great care and much effort was required to prevent B and 6 from shockingly colliding with each other.
尚、その後山岳地等で鉄塔間の両側に於いて作
業場を確保するのが難しい地域での架線工事を考
慮して新線側をループ状に折返させる架線工事方
法も開発されているが(特開昭53―99491号公
報)、旧線と新線とを位置変換させるべく吊金車
を天地反転させるという技術思想に変わりがない
為同様の問題点はそのまま残されたままであつ
た。 However, in consideration of overhead line work in areas such as mountainous areas where it is difficult to secure a work area on both sides between steel towers, a method for overhead line work has been developed in which the new line side is turned back in a loop (especially when (Kokai No. 53-99491), the same problem remained because the technical idea of flipping the hanging wheel upside down in order to change the position between the old line and the new line remained the same.
この発明はこのような従来の吊金車を用いた架
線工事方法の問題点に着目して為されたものであ
つて、吊金車自体の天地反転を必要とせず、しか
も旧線と新線との取替工事のみならず新設工事に
於いても使用できる合理的な吊金車を用いた架線
工事方法の提供をその目的としているものであ
る。 This invention was made by focusing on the problems of the conventional overhead line construction method using a hanging wheel. The purpose of this project is to provide a method for overhead line construction using a rational hanging wheel that can be used not only for replacement work but also for new construction.
以下この発明を図示の実施例に基づいて説明す
る。第3図〜第6図はこの発明の一実施例を示
す。第3図はこの方法に使用する吊金車である。
この吊金車20は上部に1個のホイール22、下
部に2個のホイール23,24を備え、このホイ
ール22,23,24を支持する全体略3角形状
のフレーム21の最上部及び最下部をロツド状の
ワイヤガイド体25が連結している構成とされ
る。このワイヤガイド体25にはアイ環26が移
動自在に装架され、支持体27を介して主索ワイ
ヤ28が該ワイヤガイド体25に沿つて位置移動
できるようになつている。尚、この実施例では下
部のホイール23,24を2個設けて水平面内に
於ける回転を防止するようにしているが、この発
明に使用する吊金車としては下部のホイールは必
ずしも2個は必要としない。 The present invention will be explained below based on illustrated embodiments. 3 to 6 show an embodiment of the present invention. Figure 3 shows the hanging wheel used in this method.
This hanging wheel 20 has one wheel 22 at the upper part and two wheels 23, 24 at the lower part, and the uppermost and lowest parts of a frame 21, which has a generally triangular shape as a whole, supports the wheels 22, 23, 24. A rod-shaped wire guide body 25 connects the two. An eye ring 26 is movably mounted on the wire guide body 25, and the main rope wire 28 can be moved along the wire guide body 25 via a support 27. In this embodiment, two lower wheels 23 and 24 are provided to prevent rotation in the horizontal plane, but the lower wheels are not necessarily two in the hanging wheel used in this invention. do not need.
この発明の係る架線工事は上述の如き吊金車を
用いて次のように行なわれる。便宜上旧線と新線
とを取替る際の工事について説明する。 The overhead line work according to the present invention is carried out as follows using the above-mentioned hanging wheel. For convenience, we will explain the construction work involved when replacing the old line with the new line.
先ず吊金車20を上部ホイール22を介して旧
線A上に吊下すると共に、主索ワイヤ28をアイ
環26に備えた支持体27で支持し、該主索ワイ
ヤ28を曵行することによつてこの吊下した吊金
車20を順次適宜間隔で複数展開する〔第4図
イ〕。尚、この曵行には第4図イに示すごとく直
接自走機8にて曵行するのが最も簡単であるが、
自走機8に多数の吊金車20,20…を曵行する
に足り能力がないときは、吊金車20,20…の
曵行に先立つて例えば第5図に示す工程を設ける
とよい。即ち、まず自走機8に一輪の軽量吊金車
29を軽量の細いロープ30を介して展開させ
〔第5図イ〕、次いでこの細いロープ30をより強
いロープ31に引き替え〔第5図ロ〕、この強い
ロープ31の後から第4図の吊金車20,20…
を曵行させるというものである〔第5図ハ〕。 First, the hanging wheel 20 is suspended on the old line A via the upper wheel 22, the main rope wire 28 is supported by the support body 27 provided on the eye ring 26, and the main rope wire 28 is towed. A plurality of the suspended metal wheels 20 are sequentially deployed at appropriate intervals [FIG. 4A]. It should be noted that the easiest method for this towing is to use the self-propelled machine 8 directly as shown in Figure 4A, but
When the self-propelled machine 8 does not have sufficient capacity to tow a large number of hanging wheels 20, 20, etc., it is preferable to perform the process shown in FIG. 5, for example, prior to towing the hanging wheels 20, 20... . That is, first, a single lightweight hanging wheel 29 is deployed on the self-propelled machine 8 via a lightweight thin rope 30 [Fig. 5 B], and then this thin rope 30 is replaced with a stronger rope 31 [Fig. 5 B]. ], from behind this strong rope 31, the hanging wheels 20, 20... in FIG.
(Figure 5 C).
こうして鉄塔11,12に吊金車20,20…
の展開が終了した時点で旧線Aの後端に新線Bを
接続する。もつともこの接続は吊金車20,20
…の展開前から予め行なつておいてもよい〔第4
図ロ〕。 In this way, the hanging wheels 20, 20 are placed on the steel towers 11, 12...
When the development of the new line B is completed, the new line B is connected to the rear end of the old line A. This connection was originally made using a hanging wheel 20, 20.
It may be done in advance before the development of... [4th
Figure B].
その後吊金車20,20…をそのままにして主
索ワイヤ28を緊張し、主索ワイヤ28をアイ環
26ごとワイヤガイド体25に沿つて吊金車20
の上方部へ移動しつつ旧線Aを弛緩する。その結
果旧線は下部ホイール23,24上に懸架される
ことになる〔第4図ハ〕。 Thereafter, the main rope wire 28 is tensioned with the hanging wheels 20, 20, .
Relax the old line A while moving upwards. As a result, the old line is suspended on the lower wheels 23, 24 (FIG. 4C).
そして下部ホイール23,24に懸架させなが
ら旧線Aを引抜いてゆくと共にその後端より新線
Bを追随延線する〔第4図ニ〕。 Then, the old line A is pulled out while being suspended on the lower wheels 23 and 24, and the new line B is extended from the rear end thereof [Fig. 4 D].
この新線Bの延線が終了した後、新線Bを緊張
させると共に主索ワイヤ28を弛緩して再びアイ
環26ごとワイヤガイド体25に沿つて吊金車2
0の下方部へ移動し、最後に主索ワイヤ28の曵
行により吊金車20を新線B上を移動させつつ回
収するものである〔第4図ホ〕。 After the extension of the new line B is completed, the new line B is tensed, the main rope wire 28 is relaxed, and the eye ring 26 and the hanging wheel 2 are moved along the wire guide body 25 again.
0, and finally, the main rope wire 28 is towed to retrieve the hanging wheel 20 while moving it on the new line B [FIG. 4E].
このように張力変換による主索ワイヤ28と新
旧線B,Aとの位置変換がワイヤガイド体25に
沿つて行なわれるものであるため吊金車20は反
転を要せず、しかも吊金車20と各線とぶつかり
あつたりすることはない。 In this way, since the position change between the main cable wire 28 and the old and new wires B and A is performed along the wire guide body 25 by changing the tension, the hanging wheel 20 does not need to be reversed; The lines will not collide with each other.
尚以上では旧線Aを新線Bに取替える際につい
て説明したが、本発明は新設工事に於いても使用
できる。即ち新設工事の場合は所謂通常の延線工
事と全く同様にヘリコプター或いは無線模型飛行
機等を用いて鉄塔間に軽量のロープを渡し、これ
を適宜の強さのメツセンジヤワイヤに引替えた状
態とした後、この「メツセンジヤワイヤ」を上記
説明の「旧線」と同様に扱えば上記説明がそのま
ま適用可能である。 In addition, although the case where the old line A is replaced with the new line B has been explained above, the present invention can also be used in new construction work. In other words, in the case of new construction work, a lightweight rope is passed between the towers using a helicopter or a radio model airplane, and this is replaced with messenger wire of appropriate strength, just as in so-called normal line extension work. After that, if this "messenger wire" is treated in the same way as the "old line" described above, the above explanation can be applied as is.
又、この方法は同一の鉄塔11,12間に例え
ば上相35、中相36、下相37の如き複数相の
電線が張られている場合の新旧線の取替やこうし
た複数相の電線を新設するときにも合理的な応用
が可能である。 In addition, this method can be used to replace old and new wires when multiple phase wires such as upper phase 35, middle phase 36, and lower phase 37 are stretched between the same steel towers 11 and 12, or to replace such multiple phase wires. It can also be rationally applied to new construction.
即ち新旧線の取替の場合はロープ38,38…
等を介して各相35,36,37の旧線上に吊下
した吊金車20,20…を連結して同様な工法を
行なえばよい〔第6図〕。新設の場合は先ず上相
用のメツセンジヤワイヤ(図示せず)を張り、上
相以外の各相用のメツセンジヤワイヤは各相用の
吊金車を上下に多段に連結して展開する際に各々
の下部ホイールに懸架させた状態で一緒に展開す
るようにすればよい。 In other words, in the case of replacing old and new lines, ropes 38, 38...
A similar construction method may be carried out by connecting the hanging wheels 20, 20, . In the case of new installation, first install the upper phase wire (not shown), and then deploy the wire for each phase other than the upper phase by connecting the hanging wheels for each phase in multiple stages. When doing so, they may be deployed together while being suspended from each lower wheel.
そして、この発明は旧線の後から新線を追随延
線させるものであるため取替、新設いずれの場合
も上相以外については張力変換による主索ワイヤ
との位置変換作業が省略できることとなる。故に
相数が多くなればなる程この発明の応用効果は大
きくなる。 In addition, since this invention allows the new line to follow the old line, it is possible to omit the work of changing the position of the main rope wire by changing the tension for everything other than the upper phase, whether in the case of replacement or new installation. . Therefore, the greater the number of phases, the greater the application effect of this invention.
以上説明して来た如くこの発明によれば特許請
求の範囲に記載した構成としたため、取替、新設
に拘わらず新線は吊金車の上下のホイール間で旧
線又はメツセンジヤワイヤの後から追随延線され
た後緊張されるという最も基本的な作業が為され
るだけなので擦傷等の発生の虞れが全くなくなる
という効果が得られる。又主索ワイヤの移動もワ
イヤガイド体に沿つて行なわれるため各線同士の
接触・干渉も生ぜず、重量のある多数の吊金車を
反転させる必要もないので作業が容易であり安全
性も高い。そして当然の如く吊金車を用いた架線
工事方法に特有の効果、即ち延線時の弛みが小さ
く地上の障害物との干渉がない上にバツクテンシ
ヨンも少なくて済みその分ウインチでの牽引駆動
力が少なくて済むという効果も有しているもので
ある。 As explained above, according to the present invention, since the structure described in the claims is adopted, the new line is connected to the old line or messenger wire between the upper and lower wheels of the hanging wheel, regardless of whether it is replaced or newly installed. Since only the most basic work of following and tensioning is performed later, there is no possibility of scratches or the like occurring. In addition, since the main rope wire is moved along the wire guide body, there is no contact or interference between the wires, and there is no need to turn over many heavy hanging wheels, making the work easier and safer. . As a matter of course, there are advantages specific to the overhead line construction method using hanging wheels, namely, there is less slack during extension, there is no interference with obstacles on the ground, and there is less back tension, which makes it easier to pull with a winch. This also has the effect of requiring less driving force.
そして詳細な説明に示した如くこの発明によれ
ば同一鉄塔間に複数相の電線が張られているとき
の新旧線の取替やそうした送電線の新設工事の際
にも容易に応用が可能であり、しかも旧線又はメ
ツセンジヤワイヤの後から新線を追随延線すると
いう構成の故に上相以外については主索ワイヤと
の位置変換工程を省略できるという効果が得られ
る。 As shown in the detailed description, this invention can be easily applied to the replacement of old and new lines when multiple phase lines are stretched between the same steel towers, and the construction of new transmission lines. Moreover, since the new line is extended from behind the old line or messenger wire, it is possible to omit the step of changing the position of the main rope wire for other than the upper phase.
第1図イ,ロは従来の架線工事方法に用いる吊
金車の一例を示すものでイはその正面図、ロはそ
の側面図、第2図イ,ロ,ハは吊金車を用いた架
線工事方法の従来例を示す説明図、第3図イ,ロ
はこの発明の架線工事方法に用いる吊金車の一例
を示すものでイはその正面図ロはその矢示ロ方向
よりの側面図、第4図イ〜ホはこの発明の一実施
例を示す説明図、第5図イ〜ハは、第4図イの前
段に用いることのできる工法の一例を示す説明
図、そして第6図はこの発明を上下に多段に配さ
れた旧線の取替工事に応用した例を示す説明図で
ある。
11,12…鉄塔、20…吊金車、21…フレ
ーム、22…上部ホイール、23,24…下部ホ
イール、25…ワイヤガイド体、26…アイ環、
28…主索ワイヤ、A…旧線(メツセンジヤワイ
ヤ)、B…新線。
Figure 1 A and B show an example of a hanging wheel used in the conventional overhead line construction method. Explanatory diagram showing a conventional example of the overhead line construction method, Figure 3 A and B show an example of a hanging wheel used in the overhead line construction method of the present invention. Figures 4A to 4E are explanatory diagrams showing one embodiment of the present invention, Figures 5A to 5C are explanatory diagrams showing an example of a construction method that can be used in the preceding stage of Figure 4A, and Figure 6 The figure is an explanatory diagram showing an example in which the present invention is applied to replacement work for old lines arranged in multiple stages above and below. DESCRIPTION OF SYMBOLS 11, 12... Steel tower, 20... Hanging wheel, 21... Frame, 22... Upper wheel, 23, 24... Lower wheel, 25... Wire guide body, 26... Eye ring,
28... Main cable wire, A... old line (messenger wire), B... new line.
Claims (1)
するフレームの最上部及び最下部をワイヤガイド
体で連結した吊金車を、その上記上部ホイールを
介して旧線又はメツセンジヤワイヤ上に吊下する
と共に、上記ワイヤガイド体へ移動自在に装架し
たアイ環に主索ワイヤを支持した状態で、この吊
下した吊金車を主索ワイヤの曵行により順次適宜
間隔で鉄塔間へ複数展開し、 旧線又はメツセンジヤワイヤの後方端に新線を
接続し、 吊金車をそのままにして主索ワイヤを緊張し、
主索ワイヤを上記アイ環ごとワイヤガイド体に沿
つて吊金車の上方部へ移動しつつ旧線又はメツセ
ンジヤワイヤを弛緩して上記下部ホイール上に懸
架させ、 旧線又はメツセンジヤワイヤを引抜きつつ新線
を追随延線し、 次いで新線を緊張すると共に、主索ワイヤを弛
緩して再びアイ環ごとワイヤガイド体に沿つて吊
金車の下方部へ移動し、 吊金車を主索ワイヤの曵行により新線上を移動
させつつ回収することを特徴とする吊金車を用い
た架線工事方法。[Scope of Claims] 1. A hanging wheel, which has wheels on its upper and lower parts and which connects the uppermost and lowermost parts of a frame that supports the wheels with a wire guide body, is connected to an old wire or a messenger wheel via the upper wheel. With the main rope wire suspended on the wire and supported by an eye ring movably attached to the wire guide body, the suspended hanging wheel is successively moved at appropriate intervals by pulling the main rope wire. Deploy multiple lines between towers, connect the new line to the rear end of the old line or messenger wire, tension the main rope wire while leaving the hanging wheel as is,
While moving the main rope wire together with the eye ring along the wire guide body to the upper part of the hanging wheel, the old line or messenger wire is relaxed and suspended on the lower wheel, and the old line or messenger wire is suspended on the lower wheel. While pulling out the new line, the new line is extended, then the new line is tightened, the main rope wire is relaxed, and the eye ring is moved along the wire guide body to the lower part of the hoist car, and the hoist car is raised. An overhead line construction method using a hanging wheel, which is characterized in that the main rope wire is towed and recovered while being moved on a new line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57223921A JPS59117406A (en) | 1982-12-22 | 1982-12-22 | Overhead line construction method using a hanging wheel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57223921A JPS59117406A (en) | 1982-12-22 | 1982-12-22 | Overhead line construction method using a hanging wheel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59117406A JPS59117406A (en) | 1984-07-06 |
| JPS6217926B2 true JPS6217926B2 (en) | 1987-04-20 |
Family
ID=16805796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57223921A Granted JPS59117406A (en) | 1982-12-22 | 1982-12-22 | Overhead line construction method using a hanging wheel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59117406A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0564327A (en) * | 1991-08-29 | 1993-03-12 | Sumitomo Densetsu Kk | Wire replacement method |
-
1982
- 1982-12-22 JP JP57223921A patent/JPS59117406A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59117406A (en) | 1984-07-06 |
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