JP3518877B2 - Power cable laying method at the bridge end - Google Patents
Power cable laying method at the bridge endInfo
- Publication number
- JP3518877B2 JP3518877B2 JP28053692A JP28053692A JP3518877B2 JP 3518877 B2 JP3518877 B2 JP 3518877B2 JP 28053692 A JP28053692 A JP 28053692A JP 28053692 A JP28053692 A JP 28053692A JP 3518877 B2 JP3518877 B2 JP 3518877B2
- Authority
- JP
- Japan
- Prior art keywords
- cable
- bridge
- bridge end
- expansion
- contraction
- 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
Links
Landscapes
- Laying Of Electric Cables Or Lines Outside (AREA)
Description
【発明の詳細な説明】
【0001】
【産業上の利用分野】本発明は橋梁に添架布設された電
力ケーブルの橋梁端部における布設方法、特に橋梁端と
大地との間に伸縮吸収用の曲がり円弧を形成するに十分
な落差がない場合の布設方法に関するものである。
【0002】
【従来の技術及び発明が解決しようとする課題】橋梁上
に添架布設された電力ケーブルは、自身の熱伸縮の他
に、橋梁端部で発生する橋桁の伸縮や角度変化(角折れ
と呼ぶ)が加わる。図3はこれらの伸縮を吸収する従来
の橋梁端部における電力ケーブルの布設方法の一例の説
明図である。図面に示すように橋梁添架された電力ケー
ブル1を橋桁2橋部でクリート3等により固定し、地上
の固定点12との間で直角曲がり状11に布設し、橋梁端に
おける伸縮Mを上記曲がり円弧部分11の曲げ半径の変化
11′によって吸収するものである。しかし、この方法は
橋梁端と地上面との間に曲がり形状を形成するための十
分な落差Hが必要であり、この落差Hが小さい場合には
適用できないという問題がある。
【0003】図4は従来の橋梁端部における電力ケーブ
ルの布設方法の他の例の説明図である。図面に示すよう
に、端桁2上で電力ケーブル1をクリート3で固定する
と共に、地上側に設けた固定アンカー4により固定す
る。そして、橋桁2上に橋梁端部における伸縮Mを吸収
するためのケーブルオフセット部5を設け、さらに角折
れ吸収装置13(詳細略す)を設ける。これらにより、橋
梁端部における伸縮Mをケーブルオフセット部5の変形
5′により吸収し、さらに、橋梁端部で発生する角折れ
を角折れ吸収装置13で吸収する。しかし、この方法は橋
梁上に伸縮吸収のための装置や角折れ吸収装置等を設置
するため、橋への重量負担が大きく、又地上部分に固定
アンカーを設置して、橋梁端の伸縮量が電力ケーブルに
確実に加わるようにする必要があった。
【0004】
【課題を解決するための手段】本発明は上述の問題点を
解消し、橋梁端と地上面との間に十分な落差がない場合
でも伸縮の吸収を可能にすると共に、橋梁の重量負担を
軽減した橋梁端部における電力ケーブルの布設方法を提
供するもので、その特徴は、電力ケーブルを添架布設し
た橋梁端部と地上面との間に伸縮吸収用の曲がり円弧を
形成するための落差がない場合での橋梁端部における電
力ケーブルの布設方法であって、橋梁端部でケーブルを
橋桁に固定した後、ケーブルの伸縮量をケーブルオフセ
ット部にそのまま加えるための移行用枠の中を通して地
上に導き、前記移行用枠と地上側固定アンカーとの間に
おいて直線状に布設されたケーブルの一部に橋梁端の伸
縮を吸収するための凸状に撓ませたケーブルオフセット
部を形成することにある。
【0005】
【実施例】図1は本発明の布設方法の具体例の説明図で
ある。図面に示すように、橋梁に添架布設された電力ケ
ーブル1を橋梁端部においてクリート3により橋桁2に
固定し、橋桁2の下部に設けた橋桁2と地表面との間の
落差Hを解消し、ケーブルをスムースに移行させるため
の移行用枠6の中を通してケーブル1を地上に導く。そ
して地上において橋梁端の伸縮Mを吸収するためのケー
ブルオフセット部5を形成した後、固定アンカー4によ
りケーブル1を地上に固定する。このような布設によ
り、橋梁端に発生した伸縮Mは地表面と平行にケーブル
に加わり、ケーブルオフセット部5の変形5′により吸
収する。
【0006】図2は本発明の布設方法の他の具体例の説
明図である。橋梁端で伸縮のみが発生する場合は図1に
示す具体例でよいが、角折れも発生する場合がある。こ
の場合はケーブル1の地上移行点Aとケーブルオフセッ
ト部5の間に角折れ吸収装置を設ける。角折れ吸収装置
は中間枠7とその両側の角度変化用ピン8a,8bからな
り、ケーブルオフセット部5側の枠材9と地上との間に
は移動用ローラー10等を設け、ケーブルオフセット部5
には地表面と平行に伸縮が加わるようにする。橋梁端で
発生する角折れは、鉛直方向の角折れの他、通常は水平
方向にも発生するので、角度変化用ピン8a,8bは鉛直方
向の他、水平方向にも角度変化できる構造とする。
【0007】
【発明の効果】以上説明したように、本発明の布設方法
によれば、橋梁添架された電力ケーブルを移行用枠の中
を通して地上に導き、伸縮が地表面と平行にケーブルオ
フセット部に加わるようにするので、橋梁端と地上との
間に十分な落差がなくとも、ケーブルオフセット部によ
り確実に伸縮を吸収することができる。又伸縮及び角折
れ等の吸収装置を橋梁端を降りた後、地上部に設置する
ので、橋桁上におけるこれらの設置スペースが軽減さ
れ、重量負担も軽減される。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for laying a power cable laid on a bridge at an end of the bridge, and more particularly to a bending for expansion and contraction between the bridge end and the ground. The present invention relates to a laying method in a case where there is no sufficient head to form an arc. 2. Description of the Related Art In addition to thermal expansion and contraction of a power cable laid on a bridge, expansion and contraction of a bridge girder and a change in angle (a corner break) occurring at an end of the bridge are required. ) Is added. FIG. 3 is an explanatory view of an example of a conventional method of laying a power cable at an end of a bridge to absorb such expansion and contraction. As shown in the drawing, a power cable 1 attached to a bridge is fixed with a cleat 3 or the like at a bridge girder 2 bridge, laid in a right angle bend 11 with a ground fixed point 12, and the expansion and contraction M at a bridge end is bent as described above. Changes in the bending radius of the arc part 11
It is absorbed by 11 '. However, this method requires a sufficient head H for forming a bent shape between the bridge end and the ground surface, and has a problem that it cannot be applied when the head H is small. FIG. 4 is an explanatory view of another example of a conventional method of laying a power cable at an end of a bridge. As shown in the drawing, the power cable 1 is fixed on the end girders 2 with the cleats 3 and fixed with the fixing anchors 4 provided on the ground side. Then, a cable offset portion 5 for absorbing expansion and contraction M at the end of the bridge is provided on the bridge girder 2, and a corner break absorbing device 13 (details omitted) is provided. Thus, the expansion / contraction M at the bridge end is absorbed by the deformation 5 ′ of the cable offset portion 5, and the corner break generated at the bridge end is absorbed by the corner break absorber 13. However, this method places a heavy load on the bridge because a device to absorb expansion and contraction and a device for absorbing corner breaks are installed on the bridge, and a fixed anchor is installed on the ground to reduce the amount of expansion and contraction at the bridge end. There was a need to ensure that it would join the power cable. SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and makes it possible to absorb expansion and contraction even when there is not a sufficient drop between the bridge end and the ground surface, and to reduce the length of the bridge. intended to provide a laying method of a power cable at the bridge end to reduce the weight burden, its features, in order to form a bending arc for stretching absorption between the bridge end and the ground surface was添架laying power cables This is a method of laying power cables at the bridge end when there is no head drop, where the cable is fixed to the bridge girder at the bridge end, and then the expansion and contraction amount of the cable is directly added to the cable offset section. Through the ground, between the transition frame and the ground-side fixed anchor
It is another object of the present invention to form a convexly bent cable offset portion for absorbing expansion and contraction of a bridge end in a part of a cable laid in a straight line . FIG. 1 is an explanatory view of a concrete example of a laying method according to the present invention. As shown in the drawing, a power cable 1 laid along a bridge is fixed to a bridge girder 2 by cleats 3 at a bridge end, and a head H between a bridge girder 2 provided at a lower portion of the bridge girder 2 and the ground surface is eliminated. The cable 1 is guided to the ground through a transition frame 6 for smoothly transitioning the cable. Then, after forming a cable offset portion 5 for absorbing the expansion and contraction M of the bridge end on the ground, the cable 1 is fixed to the ground by the fixing anchor 4. By such laying, the expansion and contraction M generated at the bridge end is applied to the cable in parallel with the ground surface, and is absorbed by the deformation 5 ′ of the cable offset portion 5. FIG. 2 is an explanatory view of another embodiment of the laying method of the present invention. In the case where only expansion and contraction occurs at the bridge end, the specific example shown in FIG. 1 may be used, but corner breakage may also occur. In this case, a corner break absorbing device is provided between the ground transition point A of the cable 1 and the cable offset portion 5. The angle-break absorbing device includes an intermediate frame 7 and pins 8a and 8b for changing the angle on both sides of the intermediate frame 7. A moving roller 10 and the like are provided between the frame member 9 on the cable offset section 5 side and the ground.
Is made to expand and contract in parallel with the ground surface. Since the angle breaks occurring at the bridge end also occur in the horizontal direction in addition to the vertical angle breaks, the angle changing pins 8a and 8b have a structure that can change the angle in the horizontal direction as well as in the vertical direction. . [0007] As described above, according to the laying method of the present invention, the power cable attached to the bridge is guided to the ground through the transition frame, and the expansion and contraction of the cable is performed in parallel with the ground surface. Therefore, even if there is no sufficient drop between the bridge end and the ground, expansion and contraction can be reliably absorbed by the cable offset portion. In addition, since the absorbing device such as expansion and contraction and corner bending is installed on the ground after descending the bridge end, the installation space on the bridge girder is reduced, and the weight burden is also reduced.
【図面の簡単な説明】
【図1】本発明の布設方法の具体例の説明図である。
【図2】本発明の布設方法の他の具体例の説明図であ
る。
【図3】従来の布設方法の一例の説明図である。
【図4】従来の布設方法の他の例の説明図である。
【符号の説明】
1 電力ケーブル
2 橋桁
3 クリート
4 地上側固定アンカー
5 ケーブルオフセット部
6 移行用枠BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory diagram of a specific example of a laying method of the present invention. FIG. 2 is an explanatory diagram of another specific example of the laying method of the present invention. FIG. 3 is an explanatory diagram of an example of a conventional laying method. FIG. 4 is an explanatory view of another example of a conventional laying method. [Description of Signs] 1 Power cable 2 Bridge girder 3 Cleat 4 Ground-side fixed anchor 5 Cable offset part 6 Transition frame
───────────────────────────────────────────────────── フロントページの続き (72)発明者 浦川 直秀 大阪市北区中之島3丁目3番22号 関西 電力株式会社内 (56)参考文献 特開 平3−289317(JP,A) 特開 平3−289316(JP,A) 特開 平3−169215(JP,A) 実開 昭58−25516(JP,U) 「長大橋梁添加77kVCVケーブルに 関する長大オフセット用コンパクト均等 作動機構の開発」昭63年電気学会全国大 会講演論文集,Vol.1988,No. 11,p1677〜1678(1988.03.10) ────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Naohide Urakawa Kansai, 3-2-2 Nakanoshima, Kita-ku, Osaka-shi Inside Electric Power Company (56) References JP-A-3-289317 (JP, A) JP-A-3-289316 (JP, A) JP-A-3-169215 (JP, A) Actual opening 1983-25516 (JP, U) "For a 77kVCV cable with a long bridge added For long and large offsets Development of Actuating Mechanism '' 1988 National Institute of Electrical Engineers of Japan Proceedings, Vol. 1988, No. 11, p1677-1678 (1988.03.10)
Claims (1)
地上面との間に伸縮吸収用の曲がり円弧を形成するため
の落差がない場合での橋梁端部における電力ケーブルの
布設方法であって、橋梁端部には、 ケーブルの伸縮量をケーブルオフセット
部にそのまま加えるための橋梁端部から地上面近傍に亘
る移行用枠を具えておき、 橋梁端部でケーブルを橋桁に固定した後、移行用枠の中
を通してケーブルを地上に導き、 前記移行用枠と地上側固定アンカーとの間において直線
状に布設されたケーブルの一部に橋梁端の伸縮を吸収す
るための凸状に撓ませたケーブルオフセット部を形成す
ることを特徴とする橋梁端部における電力ケーブルの布
設方法。(57) [Claims 1] A bridge end in the case where there is no drop to form a curved arc for absorbing and contracting the expansion and contraction between the bridge end on which the power cable is laid and the ground surface. The power cable laying method according to the above, wherein the bridge end extends from the bridge end to the vicinity of the ground surface in order to directly add the cable expansion / contraction amount to the cable offset portion.
Advance comprises a migration frame that, after fixing the cable to the bridge girder at the bridge end is guided on the earth cable through the <br/> in the migration for frame, the migration frame and the ground-side fixing anchor A cable offset portion bent in a convex shape for absorbing expansion and contraction of a bridge end at a part of a cable laid in a straight line between the power cable and the power cable at the bridge end. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28053692A JP3518877B2 (en) | 1992-09-25 | 1992-09-25 | Power cable laying method at the bridge end |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28053692A JP3518877B2 (en) | 1992-09-25 | 1992-09-25 | Power cable laying method at the bridge end |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06113437A JPH06113437A (en) | 1994-04-22 |
JP3518877B2 true JP3518877B2 (en) | 2004-04-12 |
Family
ID=17626454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28053692A Expired - Fee Related JP3518877B2 (en) | 1992-09-25 | 1992-09-25 | Power cable laying method at the bridge end |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3518877B2 (en) |
-
1992
- 1992-09-25 JP JP28053692A patent/JP3518877B2/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
「長大橋梁添加77kVCVケーブルに関する長大オフセット用コンパクト均等作動機構の開発」昭63年電気学会全国大会講演論文集,Vol.1988,No.11,p1677〜1678(1988.03.10) |
Also Published As
Publication number | Publication date |
---|---|
JPH06113437A (en) | 1994-04-22 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040127 |
|
LAPS | Cancellation because of no payment of annual fees |