JPH02136004A - Structure of passage at top of pylon for aerial cable mobile machine - Google Patents

Structure of passage at top of pylon for aerial cable mobile machine

Info

Publication number
JPH02136004A
JPH02136004A JP63289665A JP28966588A JPH02136004A JP H02136004 A JPH02136004 A JP H02136004A JP 63289665 A JP63289665 A JP 63289665A JP 28966588 A JP28966588 A JP 28966588A JP H02136004 A JPH02136004 A JP H02136004A
Authority
JP
Japan
Prior art keywords
jumper
section
tower top
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.)
Pending
Application number
JP63289665A
Other languages
Japanese (ja)
Inventor
Junji Fukuda
福田 淳治
Yasuo Kojima
小島 泰雄
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
Daido Denki Kogyo KK
Original Assignee
Fujikura Ltd
Daido Denki Kogyo KK
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, Daido Denki Kogyo KK filed Critical Fujikura Ltd
Priority to JP63289665A priority Critical patent/JPH02136004A/en
Publication of JPH02136004A publication Critical patent/JPH02136004A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To miniaturize the size of passage and to facilitate the work by constituting a mobile machine passage at the top section of a pylon by a reinforced jumper section and a track member connected to this jumper section. CONSTITUTION:A jumper section 1a of an overhead earth wire 1 is reinforced by a wear plate IC. The center of the jumper section 1a and that of the wear plate 10 are integrally coupled with a center clamp 13 in the upper part of a supporting post 11 provided in the center of the upside of a pylon top section 3a and supported in heaved state. At both ends of the wear plate 10 the jumper section 1a and the wear plate 10 are also integrally coupled with end clamps 13. Track members 14 are provided to strain clamps 2. A mobile machine travels from one end of the overhead earth wire 1 to the other along a rail section 14a and the jumper section 1a. Consequently, the whole length may be a little longer or so than the distance between both outside ends of strain clamp 3, right and left. Since the jumper line can be used as it is, it is easy to apply to the anchor section of the pylon for the existing overhead earth wire.

Description

【発明の詳細な説明】 [産業上の利用分野コ この発明は、架空ケーブルの点検等のために架空ケーブ
ル上を走行する架空ケーブル自走機を、左右径間の架空
ケーブルをそれぞれ耐張クランプを介して塔頂部に引き
留めた支持塔部をを通過させるための架空ケーブル自走
機用塔頂部通過路構造に関する。
Detailed Description of the Invention [Industrial Field of Application] This invention provides an overhead cable self-propelled machine that runs on overhead cables for inspection of overhead cables, etc., by applying tension clamps to the left and right overhead cables. This invention relates to a tower top passage structure for an overhead cable self-propelled aircraft for passing a support tower section held at the tower top section via a tower.

[従来の技術] 従来、架空地線からなる架空ケーブルの鉄塔頂部への引
き留め構造として第6図に示すように、左右径間の架空
ケーブル1をそれぞれ耐張クランプ2を介して鉄塔等の
支持塔3の頂部(塔頂部)3aに引き留めるとともに該
架空ケーブル1における上記耐張クランプ2.2間のジ
ャンパ部1aの中央を塔頂部上面の中央にクランプ金具
4により固定してなる構造のものが知られている。なお
、符号うで示すものは耐張クランプ2を塔頂部3aに連
結する耐張取りけけ金具である。
[Prior Art] Conventionally, as shown in FIG. 6, as a structure for retaining an overhead cable consisting of an overhead ground wire to the top of a steel tower, an overhead cable 1 in the left and right spans is supported by a steel tower, etc. through tension clamps 2, respectively. The structure is such that it is held at the top (tower top) 3a of the tower 3 and the center of the jumper part 1a between the tension clamps 2 and 2 of the overhead cable 1 is fixed to the center of the upper surface of the tower top by a clamp fitting 4. Are known. In addition, what is indicated by the reference numeral ``arm'' is a tension-resistance fitting that connects the tension-resistance clamp 2 to the tower top portion 3a.

ところで、近年、テレビカメラを積んだ点検ロボットを
架空ケーブル上を自刃で走行させて架空ケーブル外面の
微細な損傷等を監視することが行われているが、この点
検ロボット等の架空ケーブル自走機(以下、単に自走機
という)は、例えば上記のように架空ケーブル1を耐張
クランプ2で引き留めた鉄塔等の塔頂部ををそのまま通
過することができないので、従来は、当該塔頂部をを通
過させるなめに、平面図の第7図に示すように、自走+
fi 6のレールとなるバイパス部材7の両端を塔頂部
3aをう回させて左右径間の架空ケーブル1に接続し、
バイパス部材7の中間部をバイパス支持材8で塔頂部3
aに固定したバイパス装置を設置することが行われてい
る。なお、第7図ではジャンパ部1aの図示を省略して
いる。
Incidentally, in recent years, an inspection robot equipped with a television camera has been used to run over overhead cables with its own blade to monitor minute damage on the outside of the overhead cable. (hereinafter simply referred to as self-propelled aircraft) cannot directly pass through the top of a tower, such as a steel tower, where the overhead cable 1 is held down by the tension clamp 2 as described above. In order to pass, as shown in Figure 7 of the plan view, a self-propelled +
Both ends of the bypass member 7, which becomes the rail of fi 6, are connected to the overhead cable 1 of the left and right spans by going around the tower top 3a,
The middle part of the bypass member 7 is connected to the tower top part 3 using the bypass support material 8.
Installing a fixed bypass device in a. In addition, in FIG. 7, illustration of the jumper portion 1a is omitted.

[発明が解決しようとする課題] 上記従来のバイパス装置では、自走vS6が走行するレ
ールとなるバイパス部材7を塔頂部3aをう回させて設
置するものであるから、両端を架空ケーブル1に接続す
るバイパス部材7の長さが著しく長くなり、かつ、この
長いバイパス部材7を自走機荷重に十分耐えるように支
持するために、バイパス支持材8も十分大なる強度を必
要とし、設備が大型化するという欠点があった。そして
、このような大型の設備を既設の架空ケーブルの塔頂引
留め部に適用しようとすると、工事が大掛かりになり、
施工費も高くなるという問題があった。
[Problems to be Solved by the Invention] In the above-mentioned conventional bypass device, the bypass member 7, which becomes the rail on which the self-propelled vS 6 runs, is installed around the tower top 3a, so both ends are connected to the overhead cable 1. The length of the bypass member 7 to be connected becomes extremely long, and in order to support this long bypass member 7 so as to sufficiently withstand the load of the self-propelled machine, the bypass support member 8 also needs to have a sufficiently large strength, and the equipment is required to be strong enough. It had the disadvantage of being large. If we try to apply such large-scale equipment to the tower-top retaining section of existing overhead cables, the construction will be extensive.
There was also the problem of high construction costs.

なお、塔頂部3aの側方をう回させた図示例のバイパス
部材7に対して、塔頂部3aの上方をう回させたバイパ
ス部材もあり、この場合には若干小型化が可能であるが
、やはりバイパス部材を別途設けるのであるから、十分
な小型化はできない。
In addition, in contrast to the bypass member 7 shown in the illustrated example in which the side of the tower top 3a is routed around, there is also a bypass member that is routed around the upper part of the tower top 3a, and in this case, it is possible to make it slightly smaller. However, since a bypass member is provided separately, sufficient miniaturization cannot be achieved.

本発明は上記従来の欠点を解消するためになされたもの
で、十分小型1ヒすることができ、既設のものにも容易
に施工することができる架空ケーブル自走機用塔頂部通
過路構造を提供することを目的とする。
The present invention was made in order to eliminate the above-mentioned conventional drawbacks, and provides a tower top passage structure for overhead cable self-propelled aircraft that can be made sufficiently small in size and can be easily installed on existing ones. The purpose is to provide.

[課題を解決するための手段] 上記課題を解決する本発明は、WA張ツクランプ相互間
架空ケーブルのジャンパ部を補強材により補強するとと
もにこの補強したジャンパ部を塔頂部上面に突設した支
持部材で持ち上げ状態に支持し、かつ架空ケーブルを引
き留めた耐張クランプの上方に、一端が架空ケーブルの
耐張クランプ近11部に接続され他端がジャンパ部の耐
張クランプ近傍部に接続される軌道部材を設けた架空グ
ープル自走機用塔頂部通過路構造である。
[Means for Solving the Problems] The present invention, which solves the above problems, provides a support member in which the jumper portion of the overhead cable between WA tension clamps is reinforced with a reinforcing material, and the reinforced jumper portion is provided to protrude from the top surface of the tower. Above the tension clamp which is supported in a lifted state and holds the overhead cable in place, a track is connected at one end to the tension clamp section 11 of the overhead cable and to the jumper section near the tension clamp. This is a tower top passage structure for an imaginary Gouple self-propelled machine equipped with members.

請求項2は、ジャンパ部の下面を受ける受け板をジャン
パ部の補強材としたものである。
According to a second aspect of the present invention, the receiving plate for receiving the lower surface of the jumper section is used as a reinforcing material for the jumper section.

請求項3は、ジャンパ部に添わせた補強線をジャンパ部
の補強材としたものである。
According to a third aspect of the present invention, the reinforcing wire attached to the jumper portion is used as a reinforcing material for the jumper portion.

請求項4は、ジャンパ部に巻き付けたアーマ−ロッドを
ジャンパ部の補強材としたものである。
According to a fourth aspect of the present invention, an armor rod wrapped around the jumper portion serves as a reinforcing material for the jumper portion.

請求項5は、補強したジャンパ部を支持する支持部材と
して、上下方向に弾性的に伸縮可能な伸縮式支持ポスト
を用いたものである。
According to a fifth aspect of the present invention, a telescopic support post that can be elastically expanded and contracted in the vertical direction is used as a support member that supports the reinforced jumper section.

請求項6は、軌道部材の構造を、耐張クランプを囲む概
略長方形枠状断面を持ち、その上面に自走機が走行する
レール部を持つ構造としたものである。
According to a sixth aspect of the present invention, the structure of the track member is such that it has a generally rectangular frame-shaped cross section surrounding the tension clamp, and has a rail section on the upper surface of which the self-propelled machine runs.

[1ヤ用〕 上記構成において、一方の径間の架空ケーブル上にある
自走機は、架空ケーブルから軌道部材上に乗り上がって
この軌道部材上を移動し、続いて、補強され、かつ支持
部材で持ち上げ状態に支持されたジャンパ部上を移動し
、さらに他方の軌道部材を経て他方の径間の架空ケーブ
ルに達する。こうして自走機は架空ケーブルの塔頂引留
め部を通過する。
[For 1 Ya] In the above configuration, the self-propelled machine on the overhead cable in one span climbs onto the track member from the overhead cable, moves on this track member, and then is reinforced and supported. It moves over a jumper section supported in a lifted state by a member, and further passes through the other track member to reach the overhead cable in the other span. The self-propelled aircraft thus passes through the overhead cable tower tie-down.

[実施例コ 以下、本発明の実施例を第1図〜第5図を参照して説明
する。
[Embodiments] Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 5.

第1図は第1実施例を示すもので、同図において、1は
架空ケーブルとしての架空地線、2は架空地線1を支持
塔としての鉄塔3の頂部(塔頂部)3 ELに引き留め
る耐張クランプ、5は耐張クランプ2を塔頂部3aに連
結する耐張取り付は金具で、これらは第6図の従来例と
同様である。
FIG. 1 shows the first embodiment. In the figure, 1 is an overhead ground wire as an overhead cable, and 2 is an overhead ground wire 1 that is held at the top (tower top) 3 EL of a steel tower 3 as a support tower. The tension clamp 5 is a tension fitting for connecting the tension clamp 2 to the tower top 3a, and these are the same as in the conventional example shown in FIG.

この実施例では、架空地線1のジャンパ部1aを受け板
10で受けて補強するとともに、塔頂部3aの上面中央
に設置した支持ボスト11の上部の中央クランプ12に
よりジャンパ部1aの中央と受け板10の中央とを一体
に結合してこれらを持ち上げ状態に支持し、がっ受け板
1oの両端においても端部クランプ13によりジャンパ
部1aと受け板10とを一体に結きし、一方、耐張クラ
ンプ2の部をには、軌道部材14を設置している。
In this embodiment, the jumper portion 1a of the overhead ground wire 1 is supported and reinforced by the receiving plate 10, and the center of the jumper portion 1a is supported by the central clamp 12 on the top of the support post 11 installed at the center of the upper surface of the tower top portion 3a. The center of the plate 10 is joined together to support them in a lifted state, and the jumper part 1a and the receiving plate 10 are also tied together by end clamps 13 at both ends of the receiving plate 1o. A track member 14 is installed in the tension clamp 2 portion.

この軌道部材14は、第2図に拡大して示すように、耐
張クランプ2を囲む概略長方形枠状断面含なすとともに
、その上面には、一端が架空地線1の耐張クランプ2近
傍部に固定して接続され他端がジャンパ部1aの耐張ク
ランプ2近傍部に固定して接続される自走機走行用のレ
ール部14aを備えている。
As shown in an enlarged view in FIG. 2, this track member 14 has a generally rectangular frame-shaped cross section surrounding the tension clamp 2, and has a section on its upper surface near the tension clamp 2 with one end of the overhead ground wire 1. It is provided with a rail part 14a for self-propelled machine running, the other end of which is fixedly connected to a part of the jumper part 1a near the tension clamp 2.

上記のごとく構成された架空地線1の塔頂引留め部を自
走機が通過する場合の動作について説明すると、一方の
径間の架空地線1上を移動してきた自走機は、上面から
見てそのまま直線的に移動して架空地線1から軌道部材
14のレール部14a上に乗り上がり、引き続きこのト
ール部111εtを移動し、続いて補強されたジャンパ
部I Et上を移動し、さらに他方の軌道部材14のレ
ール部14 Etを経て他方の径間の架空地線1に達す
る。こうして自走機は架空地線1の塔頂引留め部を支障
なく通過する。なお、耐張クランプ2を囲む軌道部材1
4の長方形枠状部を14bは、第2図に破線で示す自走
機6の走行車輪6aがレール部14εtを走行する際に
、正面から見て概略コ字形の自走機本来の側部6bが凹
凸のある耐張クランプ2の側面に干渉することを避ける
作用を果たす。
To explain the operation when a self-propelled aircraft passes the tower top retaining part of the overhead ground wire 1 configured as described above, the self-propelled aircraft that has moved on the overhead ground wire 1 in one span will As seen from above, it moves linearly as it is, climbs onto the rail portion 14a of the track member 14 from the overhead ground wire 1, continues to move on this tall portion 111εt, and then moves on the reinforced jumper portion IEt, Furthermore, it reaches the overhead ground wire 1 of the other span via the rail portion 14Et of the other track member 14. In this way, the self-propelled aircraft passes through the tower top retaining section of the overhead ground wire 1 without any hindrance. Note that the track member 1 surrounding the tension clamp 2
The rectangular frame portion 14b of No. 4 is the original side portion of the self-propelled machine, which is roughly U-shaped when viewed from the front, when the running wheels 6a of the self-propelled machine 6 shown by broken lines in FIG. 2 run on the rail portion 14εt. 6b serves to prevent interference with the uneven side surface of the tension clamp 2.

上記の塔頂部通過路構造は、補強したジャンパ部と耐張
クランプの上方に設けた軌道部材のレール部とにより自
走機通過路が構成されているので、通過路の全長は、左
右の耐張クランプ2の両件側端の間の距離よりわずかに
長い程度でよく、従来のバイパス部材う同友式と比べて
著しく短く済む。
In the tower top passage structure described above, the self-propelled aircraft passage is constituted by the reinforced jumper part and the rail part of the track member provided above the tension clamp, so the total length of the passage is The distance between the two ends of the tension clamp 2 is only slightly longer than that of the tension clamp 2, and the distance is significantly shorter than that of the conventional bypass member type.

また、自走機が走行する部をを支持するための部材も従
来と比較してきわめて簡単に済み、設備が大幅に小型軽
量化される。
Furthermore, the members for supporting the part on which the self-propelled machine travels are much simpler than in the past, and the equipment is significantly smaller and lighter.

また、施工は、ジャンパ部1aを受け板10で補強して
支持ボスト11で支持し、軌道部材14を設置するだけ
でよいから、既設のジャンパ線をそのまま利用でき、か
つ既設の耐張クランプの改造や交換を必要とせず、既設
の架空地線鉄塔引留め部に適用することが極めて容易で
ある。
In addition, for construction, it is only necessary to reinforce the jumper part 1a with the receiving plate 10, support it with the support post 11, and install the track member 14, so the existing jumper wire can be used as is, and the existing tension clamp can be used. It does not require modification or replacement, and is extremely easy to apply to existing overhead ground wire tower retaining sections.

第3図は第2実施例を示す。この実施例は、架空地線1
のジャンパ部1aの下側に補強線2oを添わせ、塔頂部
3aの上面中央に設置した高さ調整可能なボスト21の
上部の中央クランプ22によりジャンパ部1aの中央と
補強線2oの中央とを一体に結きしてこれらを持ち上げ
状態に支持し、かつ補強線20の両端においても端部ク
ランプ23によりジャンパ部1aと補強線2oとを一体
に結きしたものである。その他の点は第1図、第2図に
示した第1実施例と同様である。
FIG. 3 shows a second embodiment. In this embodiment, the overhead ground wire 1
A reinforcing wire 2o is attached to the lower side of the jumper section 1a, and a central clamp 22 at the top of a height-adjustable post 21 installed at the center of the upper surface of the tower top section 3a connects the center of the jumper section 1a and the center of the reinforcing wire 2o. The jumper portion 1a and the reinforcing wire 2o are tied together to support them in a lifted state, and the jumper portion 1a and the reinforcing wire 2o are also tied together by end clamps 23 at both ends of the reinforcing wire 20. Other points are similar to the first embodiment shown in FIGS. 1 and 2.

第4図は第3実施例を示す。この実施例は、第5図の拡
大断面図にも示すように、ジャンパ部1aにアーマ−ロ
ッド30を巻きけけてジャンパ部1aを補強し、この補
強したジャンパ部1aの中央を、塔頂部3aの上面中央
に設置した上下方向に弾性的に伸縮可能な伸縮式支持ボ
スト31の上部の中央クランプ32でつがんで持ち上げ
状態に支持したものである。この伸縮式支持部材31は
、スプリング31aを内蔵させた下側の筒状部材31b
に上側のスライド部材31. cを嵌入させた構造であ
る。
FIG. 4 shows a third embodiment. In this embodiment, as shown in the enlarged cross-sectional view of FIG. It is supported in a lifted state by being held by a central clamp 32 at the top of a telescoping support post 31 that is installed at the center of the top surface and can be elastically expanded and contracted in the vertical direction. This telescopic support member 31 has a lower cylindrical member 31b having a built-in spring 31a.
the upper slide member 31. This is a structure in which c is inserted.

この実施例ては、補強したジャンパ部1 aを弾性伸縮
式の支持ポスト31で支持しているから。
In this embodiment, the reinforced jumper portion 1a is supported by an elastically expandable support post 31.

ジャンパ部I Etが鉄塔部左右径間の架空地線1の風
等による運動や弛度変化の動きに追従することがてき、
架空地線1およびそのジャンパ部1aに応力が集中する
ことを防止する作用を果たす。
The jumper section IEt can follow the movement of the overhead ground wire 1 between the left and right spans of the tower section due to wind and changes in sag.
This serves to prevent stress from concentrating on the overhead ground wire 1 and its jumper portion 1a.

なお、前記第1、第2実施例においても、支持ボストと
して上下方向に弾性的に伸縮できる伸縮式支持ポストを
用いて、同様に架空地線の動きに追従させることも可能
である。
In the first and second embodiments, it is also possible to similarly follow the movement of the overhead ground wire by using a telescoping support post that can be elastically expanded and contracted in the vertical direction as a support post.

なお、ジャンパ部1 =tの補強手段は、上記各実施例
に限定されるものてはなく、種々の方法が可能である。
Note that the reinforcing means for the jumper portion 1=t is not limited to the above-mentioned embodiments, and various methods are possible.

また、軌道部材についても、上記実施例のtR造に限定
されない0例えば、耐張クランプ2を囲む形状てなく、
華に耐張クランプ2の上方を通ってジャンパ部1aに接
続されるレール部だけの構造てもよい。
Further, the track member is not limited to the tR structure of the above embodiment. For example, it may not have a shape that surrounds the tension clamp 2,
The structure may include only a rail portion that passes above the tension clamp 2 and is connected to the jumper portion 1a.

さらに、本発明は、架空地線に限らず、ジャンパ部を持
ち塔頂部に引き留められた架空ケーブルであれば適用可
能である。
Furthermore, the present invention is applicable not only to an overhead ground wire but also to any overhead cable that has a jumper section and is tied to the top of a tower.

[発明の効fj!、] 本発明は上記の通り構成されているので、次のような効
果を奏する。
[Efficacy of invention fj! , ] Since the present invention is configured as described above, it has the following effects.

補強したジャンパ部とこのジャンパ部に接続される軌道
部材とにより塔頂部の自走機通過路を構成しているので
、通過路の全長が従来のバイパス部材う四方式と比べて
著しく雉<済み、このため自走機が走行する走行部を支
持するための部材も従来と比べて簡単なものでよく、設
備が大幅に小型軽量化され、施工も容易になる。
Since the reinforced jumper section and the track member connected to this jumper section constitute the self-propelled aircraft passageway at the top of the tower, the total length of the passageway is significantly shorter than that of the conventional bypass member method. Therefore, the members for supporting the running section on which the self-propelled machine runs can be simpler than those of the past, and the equipment can be significantly reduced in size and weight, and construction is also easier.

また、ジャンパ部を補強し、軌道部材を取り1寸けるだ
けでよいから、既設のジャンパ線をそのまま利用でき、
かつ既設の耐張クランプの改造や交換を必要とせず、上
記の通り小型軽量化されることと相まって、既設の鉄塔
部に適用することが極めて容易である。
In addition, since it is only necessary to reinforce the jumper part and remove the track member and shorten it by one inch, the existing jumper wire can be used as is.
In addition, there is no need to modify or replace existing tension clamps, and in combination with the above-mentioned reduction in size and weight, it is extremely easy to apply to existing steel tower sections.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の架空ゲーブル自走機用塔頂部通過路横
遣の第1実施例を示す側面図、第2[]は第1図におけ
る■−■線拡大断面図、第3図は第2実施例を示す側面
図、第11 IIJは第3実施例を示す側面図、第5図
は第4図における■−V線拡大断面図、第6図はIIY
宋の架空ケーブル塔頂引留め部を示す側面図、第7図は
従来の架空ゲーブル自走磯用塔頂部通過路構造を示す平
面図である。 1・架空地線(架空ケーブル)、1a・・・ジャンパ部
、2・・・耐張クランプ、3・・・鉄塔(支持塔)、3
a・・・塔頂部、6・・・自走機、10・・・受け板(
補強材)、11.21・・・支持ボスト(支持部材)、
14・・・軌道部材、1.4 =t・・・レール部、2
0・・・補強線(補強材)、30・・・アーマ−ロッド
(補強材)31・・伸縮式支持ポスト(支持部材)。
Fig. 1 is a side view showing a first embodiment of the overhead gable tower top passage for self-propelled aircraft according to the present invention, Fig. 2 [] is an enlarged sectional view taken along the line ■-■ in Fig. 1, and Fig. 3 is A side view showing the second embodiment, No. 11 IIJ is a side view showing the third embodiment, Fig. 5 is an enlarged sectional view taken along the line ■-V in Fig. 4, and Fig. 6 is IIY.
FIG. 7 is a side view showing a Song Dynasty overhead cable tower top retaining section, and a plan view showing a conventional tower top passage structure for an aerial cable self-propelled rock. 1. Overhead ground wire (overhead cable), 1a... Jumper part, 2... Tension clamp, 3... Steel tower (support tower), 3
a... Tower top, 6... Self-propelled machine, 10... Receiving plate (
Reinforcing material), 11.21... Supporting post (supporting member),
14... Track member, 1.4 =t... Rail part, 2
0... Reinforcement wire (reinforcement material), 30... Armor rod (reinforcement material) 31... Telescopic support post (support member).

Claims (1)

【特許請求の範囲】 1、左右径間の架空ケーブルをそれぞれ耐張クランプを
介して塔頂部に引き留めるとともに前記耐張クランプ相
互間の架空ケーブルのジャンパ部を塔頂部の上に配して
なる架空ケーブルの塔頂部引留め構造において、 前記ジャンパ部を補強材により補強するとともにこの補
強したジャンパ部を塔頂部上面に突設した支持部材で持
ち上げ状態に支持し、かつ前記耐張クランプの上方に、
一端が架空ケーブルの耐張クランプ近傍部に接続され他
端がジャンパ部の耐張クランプ近傍部に接続される軌道
部材を設けたことを特徴とする架空ケーブル自走機用塔
頂部通過路構造。 2、前記補強材が、ジャンパ部の下面を受ける受け板で
あることを特徴とする請求項1記載の架空ケーブル自走
機用塔頂部通過路構造。 3、前記補強材が、ジャンパ部に添わせた補強線である
ことを特徴とする請求項1記載の架空ケーブル自走機用
塔頂部通過路構造。 4、前記補強材が、ジャンパ部に巻き付けたアーマーロ
ッドであることを特徴とする請求項1記載の架空ケーブ
ル自走機用塔頂部通過路構造。 5、前記支持部材が、塔頂部上面の中央に設置した上下
方向に弾性的に伸縮可能な伸縮式支持ポストであること
を特徴とする請求項1、2、3または4記載の架空ケー
ブル自走機用塔頂部通過路構造。 6、前記軌道部材が、耐張クランプを囲む概略長方形枠
状断面を持ち、その上面に自走機が走行するレール部を
持つことを特徴とする請求項1、2、3、4または5記
載の架空ケーブル自走機用塔頂部通過路構造。
[Scope of Claims] 1. An aerial structure in which the overhead cables of the left and right spans are each held at the top of the tower via tension clamps, and the jumper section of the overhead cable between the tension clamps is arranged above the tower top. In the cable tower top retaining structure, the jumper section is reinforced with a reinforcing material, and the reinforced jumper section is supported in a lifted state by a support member protruding from the top surface of the tower, and above the tension clamp,
A tower top passage structure for an overhead cable self-propelled machine, characterized in that a track member is provided, one end of which is connected to a portion near the tension clamp of an overhead cable, and the other end connected to a portion of a jumper portion near the tension clamp. 2. The tower top passage structure for an overhead cable self-propelled aircraft according to claim 1, wherein the reinforcing member is a receiving plate that receives the lower surface of the jumper part. 3. The tower top passage structure for an overhead cable self-propelled aircraft according to claim 1, wherein the reinforcing material is a reinforcing wire attached to a jumper section. 4. The tower top passage structure for an overhead cable self-propelled aircraft according to claim 1, wherein the reinforcing material is an armor rod wrapped around a jumper portion. 5. The free-running aerial cable according to claim 1, 2, 3, or 4, wherein the support member is a telescopic support post that is installed at the center of the upper surface of the tower top and can be elastically expanded and contracted in the vertical direction. Aircraft tower top passage structure. 6. The track member according to claim 1, 2, 3, 4, or 5, wherein the track member has a generally rectangular frame-shaped cross section surrounding the tension clamp, and has a rail portion on the upper surface of which the self-propelled machine runs. Tower top passage structure for overhead cable self-propelled aircraft.
JP63289665A 1988-11-16 1988-11-16 Structure of passage at top of pylon for aerial cable mobile machine Pending JPH02136004A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63289665A JPH02136004A (en) 1988-11-16 1988-11-16 Structure of passage at top of pylon for aerial cable mobile machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63289665A JPH02136004A (en) 1988-11-16 1988-11-16 Structure of passage at top of pylon for aerial cable mobile machine

Publications (1)

Publication Number Publication Date
JPH02136004A true JPH02136004A (en) 1990-05-24

Family

ID=17746167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63289665A Pending JPH02136004A (en) 1988-11-16 1988-11-16 Structure of passage at top of pylon for aerial cable mobile machine

Country Status (1)

Country Link
JP (1) JPH02136004A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6000247A (en) * 1997-05-06 1999-12-14 Takeda Leg Wear, Co., Ltd. Hosiery toe portion and method of manufacturing the same
CN104319682A (en) * 2014-07-24 2015-01-28 国家电网公司 Overhead transmission line connecting rod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6000247A (en) * 1997-05-06 1999-12-14 Takeda Leg Wear, Co., Ltd. Hosiery toe portion and method of manufacturing the same
CN104319682A (en) * 2014-07-24 2015-01-28 国家电网公司 Overhead transmission line connecting rod

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