JPS5922443B2 - How to lay underwater cable - Google Patents
How to lay underwater cableInfo
- Publication number
- JPS5922443B2 JPS5922443B2 JP51103428A JP10342876A JPS5922443B2 JP S5922443 B2 JPS5922443 B2 JP S5922443B2 JP 51103428 A JP51103428 A JP 51103428A JP 10342876 A JP10342876 A JP 10342876A JP S5922443 B2 JPS5922443 B2 JP S5922443B2
- Authority
- JP
- Japan
- Prior art keywords
- cable
- laying
- sliding device
- wire
- ship
- 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
Landscapes
- Electric Cable Installation (AREA)
Description
【発明の詳細な説明】
本発明は水底ケーブルの布設方法、特に曳行式によりケ
ーブルを水底に布設する方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for laying an underwater cable, and particularly to a method for laying a cable on the underwater bottom using a towing method.
近年、水底ケーブルが大型化し、例えば水深300m程
度の海底に布設する場合にも、大型で重量のあるケーブ
ルを布設することが多くなり、このような条件下で水底
の起伏に沿せてループや蛇行が生じることなく直線状に
布設することが要望されている。In recent years, underwater cables have become larger, and even when laid on the seabed at a depth of about 300 m, large and heavy cables are often installed. It is desired that the cable be laid in a straight line without meandering.
しかし、従来は例えば第1図に示すようにタグボート1
a又はアンカー等で牽引されて移動する布設船1の船尾
に設けたシーブ2から布設船1の速度に応じてケーブル
3をブレーキ装置4で張力制御しながら単に繰出すもの
であり、布設船1上におけるケーブル3の張力即ち水底
接点における水平張力To 、 ケーブル3の単位長
の重量Wと水深りとを掛合せた値を加えた値と近似する
布設張力TはT’ThTo+whの関係にあるが、この
布設張力Tを張力計5で検出し、そして入水角検出器6
によりケーブル3の入水角θを検出して水底接点におけ
る張力Toが1.5〜2.0脛程度となるようにTの制
御をすることにより、経験的にケーブル3を水底の起伏
に沿せて直線状に布設できるとしたが、実際には潮流等
の影響があ′る為、布設ケーブルにループや蛇行が生じ
易く、それだからといってToを大きくとれば水底の起
伏に沿わずに所謂ブリッジオーバーとなり、このブリッ
ジオーバーが生じた個所のケーブルに潮流等による振動
疲労が生じ易くなる。However, conventionally, for example, as shown in Fig. 1, the tugboat 1
The cable 3 is simply fed out from a sheave 2 installed at the stern of the laying ship 1 which is being towed by a cable or an anchor, etc., while controlling the tension with a brake device 4 according to the speed of the laying ship 1. The tension of the cable 3 above, that is, the horizontal tension To at the bottom contact point, and the installation tension T, which approximates the sum of the weight W of the unit length of the cable 3 multiplied by the water depth, have a relationship of T'ThTo + wh. , this laying tension T is detected by a tension meter 5, and a water entry angle detector 6
By detecting the water entry angle θ of the cable 3 using However, in reality, due to the influence of tidal currents, loops and meandering tend to occur in the installed cable, so if To is set too large, it will not follow the undulations of the water bottom and will cause so-called bridge over. Therefore, vibration fatigue due to tidal currents is likely to occur in the cable at the location where this bridge over occurs.
このようなことから、従来第2図に示すようにタグボー
ト1a又はアンカー等で牽引された移動する布設船1と
この布設船1により牽引される埋設器10との間の全長
に牽引ワイヤ11及びコントロールワイヤ12に沿って
第3図に示すような制導環13を複数個配夕1ル、瘤導
環13によりケーブル3を案内して埋設器に入り掘削し
た溝中にケーブル3を埋設して大地にケーブルを固定さ
し船上に於けるケーブル張力のコントロールを不要とす
る布設方法が提案された。For this reason, conventionally, as shown in FIG. 2, a towing wire 11 and A plurality of control rings 13 as shown in Fig. 3 are arranged along the control wire 12, and the cable 3 is guided by the control ring 13 and then entered into a burial device and buried in the excavated trench. A method of laying cables has been proposed that fixes the cables to the ground and eliminates the need to control the cable tension on board the ship.
このような従来の水底ケーブルの布設方法の場合に於い
ては、牽引ワイヤ11に固定された制導環13をコント
ロールワイヤ12により整列し、この揃導環13の案内
により埋設器10までケーブル3を連続供給して順次水
底に布設してゆく為、埋設機10の棚部で若干でも水底
を掘削できる場合は、潮流等の影響があってもループや
蛇行が生じるゝことなくケーブル3を水底に埋設して布
設できることになる。In the case of such a conventional underwater cable installation method, the control rings 13 fixed to the traction wire 11 are aligned by the control wire 12, and the cable 3 is guided by the alignment guide rings 13 to the buried vessel 10. Since the cable is continuously supplied and laid on the water bottom one by one, if the shelf of the burial machine 10 can excavate the water bottom even slightly, the cable 3 can be laid on the water bottom without loops or meandering even under the influence of tidal currents. This means that it can be buried and laid.
しかし、水深の変化に応じて制導環13の配列個数を調
整する必要があり、その際、一時布設速度を落すか或は
一時停船してその配列個数の調整作業を行なうことにな
るので、航路横断ルート等では作業時間規制、そして潮
流の早いルートではその間に布設船が潮流で流されて予
定布設ルートから外れる。However, it is necessary to adjust the number of control rings 13 arranged in accordance with changes in water depth, and in this case, the installation speed must be temporarily lowered or the ship must be stopped temporarily to adjust the number of control rings 13 arranged. Work hours are regulated on cross-country routes, and on routes with fast currents, the cable-laying vessel may be swept away by the current and deviate from the planned cable-laying route.
また饗導環で海底から布設船までのケーブル全長を支え
る構造は、水深が約200mまでであり、それ以上の水
深では制導環が大型化し、重量も大きくなり実用性がな
くなる等の問題が生じる欠点がある。In addition, the structure that supports the entire length of the cable from the seabed to the laying ship with the control ring is limited to water depths of up to approximately 200 meters; at deeper water depths, the control ring becomes larger and heavier, causing problems such as becoming impractical. There are drawbacks.
本発明は前述の如き従来の欠点を改善した新規な発明で
あり、その目的はケーブルを水底の起伏に沿せて直線状
に布設することを、簡単な操作で確実且つ容易に達成で
きる方法を提供することにある。The present invention is a novel invention that improves the conventional drawbacks as described above, and its purpose is to provide a method that can reliably and easily lay cables in a straight line along the undulations of the water bottom with simple operations. It is about providing.
以下実施例について詳細に説明する。第4図は本発明の
詳細な説明図であり、第1図及び第2図と同一符号は同
一部分を示す。Examples will be described in detail below. FIG. 4 is a detailed explanatory diagram of the present invention, and the same reference numerals as in FIGS. 1 and 2 indicate the same parts.
制導環13は図示の如く牽引ワイヤ11とコントロール
ワイヤ12とに沿って積重ねられるが、配列個数を水底
摺動装置(水底摺動装置とは、単なるリング、枠、パイ
プ等で構成されたものを含む)20から所定長さ例えば
布設海域の平均水深の約そして牽引ワイヤ11は布設船
1のウィンチ21に連結して水中における長さを調整で
きるようにしておくものである。The control rings 13 are stacked along the traction wire 11 and the control wire 12 as shown in the figure, but the number of control rings 13 arranged is determined by a submerged sliding device (a submerged sliding device is a device consisting of a simple ring, frame, pipe, etc.). (including) 20 to a predetermined length, for example, approximately the average water depth of the laying sea area, and the traction wire 11 is connected to a winch 21 of the laying ship 1 so that the length in the water can be adjusted.
ケーブル3は布設船1の船尾のシーブ2からブレーキ装
置4で張力制御しながら繰出すものであり、繰出された
ケーブル3は僧導環13の端部まで到達してからは欄導
環13により水底摺動装置20まで案内され、この水底
摺動装置20の移動に従って水底に布設されるものであ
る。The cable 3 is fed out from the sheave 2 at the stern of the laying ship 1 while controlling the tension with a brake device 4. After the cable 3 that has been fed out reaches the end of the guide ring 13, it is fed out by the rail guide ring 13. It is guided to the bottom sliding device 20 and laid on the bottom of the water as the bottom sliding device 20 moves.
水底摺動装置20は仰角検出器22及び水深検出器23
を設けて水底摺動装置20から見た仰角α及び水深を布
設船1上で検知できるようにしておくものである。The underwater sliding device 20 includes an elevation angle detector 22 and a water depth detector 23
is provided so that the elevation angle α and the water depth as seen from the bottom sliding device 20 can be detected on the laying ship 1.
更に水中テレビカメラ23を設けてケーブル3の案内状
況を監視できるようにし、更にローリングピッチング検
出器24、走行距離検出器25を設けておくとよいもの
である。Furthermore, it is preferable to provide an underwater television camera 23 so as to monitor the guiding condition of the cable 3, and further to provide a rolling pitching detector 24 and a traveling distance detector 25.
前述の如く水底摺動装置20から所定長ざまで複数個の
制導環13を配夕1ル、この水底摺動装置20からみた
牽引ワイヤ11の仰角αが一定範囲例えば20〜40°
の範囲になるように牽引ワイヤ11の長さを調整するこ
とにより、水深が深い場合、饋導環13が布設船1と水
底摺動装置20との間の全長に配列されない状態となる
が、ケーブル3は僧導環13の無い部分で潮流等の影響
を受けてても盟導環13のある部分により潮流等の影響
を阻止された状態で水底摺動装置20まで案内されるこ
とになり、そして水底摺動装置20の内部を通過し、水
底に接してほとんど水平に出ていって布設されるので、
ループや蛇行が生じることがない。As described above, a plurality of control rings 13 are installed at a predetermined length from the bottom sliding device 20, and the elevation angle α of the traction wire 11 viewed from the bottom sliding device 20 is within a certain range, for example, 20 to 40 degrees.
By adjusting the length of the traction wire 11 so that it falls within the range of , when the water depth is deep, the guiding ring 13 will not be arranged along the entire length between the laying ship 1 and the bottom sliding device 20. Even if the cable 3 is affected by tidal currents etc. in the part without the guide ring 13, it is guided to the bottom sliding device 20 in a state where the influence of the current etc. is blocked by the part with the guide ring 13. , and then passes through the inside of the bottom sliding device 20, comes out almost horizontally in contact with the bottom, and is laid.
No loops or meandering occur.
しかも水底接点におけるケーブル張力は極力小さくなる
のでブリッジオーバーが生じるのを防止することができ
るものである。Moreover, since the cable tension at the underwater contact point is minimized, it is possible to prevent bridge over from occurring.
また埋設器のように棚部のない水底摺動装置20である
から水底の地質が掘削に適してない硬性の岩場等であっ
ても水底摺動装置の牽引が行なえるものである。Furthermore, since the underwater sliding device 20 does not have a shelf like a buried vessel, the underwater sliding device 20 can be towed even in a hard rocky area where the geology of the underwater bottom is not suitable for excavation.
また水深の変化に応じて牽引ワイヤ11の長さを調整す
ることで、欄導環の配列個数を調整する必要が無くなり
、その為、一時布設速度を落したり、一時停船したりす
る必要がなくなるので、航路横断ルート等で作業時間が
規制されても容易に布設作業を達成することができ、そ
して潮流の早いルートでも、布設作業が迅速化されるこ
とから予定布設ルートから外れる等の問題が生じないも
のとなる。In addition, by adjusting the length of the tow wire 11 according to changes in water depth, there is no need to adjust the number of parapet guide rings arranged, and therefore there is no need to temporarily reduce the laying speed or temporarily stop the ship. Therefore, even if the work time is restricted on a route that crosses a channel, the installation work can be easily accomplished, and even on routes with fast currents, the installation work is speeded up, so there are no problems such as deviating from the planned installation route. It becomes something that does not occur.
以上説明したように本発明によれば、水深に応じて牽引
ワイヤの長さを調整するだけで、槽導環の配列個数の調
整が不要となるので、水底ケーブルの布設作業の時間を
従来の制導環方式によるものより著しく短縮できるのみ
ならず、けん引ワイヤ仰角が常に一定の範囲になるので
ケーブルは海底で斜めに着地されループを形成せず、ま
たケーブルの着地直前に欄導環を通過させることにより
ループの発生を明失できるので、ケーブルとじて最も避
けねばならないループ、キンクを絶無とし得る利点があ
る。As explained above, according to the present invention, it is only necessary to adjust the length of the traction wire according to the water depth, and there is no need to adjust the number of arrayed tank guide rings. Not only is it much shorter than the guide ring system, but the elevation angle of the towing wire is always within a certain range, so the cable lands diagonally on the seabed and does not form a loop, and the cable passes through the rail guide ring just before landing. This eliminates the occurrence of loops, which has the advantage of eliminating loops and kinks, which are the most important things to avoid in cables.
第1図及び第2図は従来の水底ケーブルの布設方法のそ
れぞれ説明図、第3図は働導環の説明図、第4図は本発
明の実施例の水底ケーブルの布設方法の説明図である。
1は布設船、2はシーブ、3はケーブル、4はブレーキ
装置、5は張力検出器、6は入水角検出器、11は牽引
ワイヤ、12はコントロールワイヤ、13は制導環、2
0は水底摺動装置、21はウィンチ、22は仰角検出器
、23は水中テレビカメラである。FIGS. 1 and 2 are explanatory diagrams of a conventional method of laying a submarine cable, FIG. 3 is a diagram of a working guide ring, and FIG. 4 is a diagram of a method of laying a submarine cable according to an embodiment of the present invention. be. 1 is a laying ship, 2 is a sheave, 3 is a cable, 4 is a brake device, 5 is a tension detector, 6 is an entry angle detector, 11 is a traction wire, 12 is a control wire, 13 is a control ring, 2
0 is an underwater sliding device, 21 is a winch, 22 is an elevation angle detector, and 23 is an underwater television camera.
Claims (1)
の間の牽引ワイヤ及びコントロールワイヤに沿って複数
個の欄導環を前記水底摺動装置から所定長さまで配列し
、その水底摺動装置からみた前記牽引ワイヤの仰角が一
定範囲になるように、情導環の配列個数を変えることな
く、該牽引ワイヤの水中における制導環が装着されてい
ない部分の長さを水深及び船速に応じて調整することを
特徴とする水底ケーブルの布設方法。1. A plurality of rail guide rings are arranged to a predetermined length from the bottom sliding device along the traction wire and control wire between the laying ship and the bottom sliding device towed by the laying ship, and the bottom sliding device is towed by the laying ship. In order to keep the angle of elevation of the tow wire within a certain range when viewed from the device, the length of the underwater portion of the tow wire to which the control ring is not attached is adjusted to the water depth and ship speed without changing the number of guide rings arranged. A method for laying an underwater cable, which is characterized by adjusting accordingly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51103428A JPS5922443B2 (en) | 1976-08-28 | 1976-08-28 | How to lay underwater cable |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51103428A JPS5922443B2 (en) | 1976-08-28 | 1976-08-28 | How to lay underwater cable |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5328294A JPS5328294A (en) | 1978-03-16 |
| JPS5922443B2 true JPS5922443B2 (en) | 1984-05-26 |
Family
ID=14353756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51103428A Expired JPS5922443B2 (en) | 1976-08-28 | 1976-08-28 | How to lay underwater cable |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5922443B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6102638B2 (en) * | 2013-08-23 | 2017-03-29 | 住友電気工業株式会社 | Submarine cable laying system and submarine cable laying method |
| WO2025120912A1 (en) * | 2023-12-08 | 2025-06-12 | 住友電気工業株式会社 | Method for laying subaqueous cable, and component for laying subaqueous cable |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1466570A (en) * | 1973-12-06 | 1977-03-09 | Bicc Ltd | Laying cables and the like under water |
-
1976
- 1976-08-28 JP JP51103428A patent/JPS5922443B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5328294A (en) | 1978-03-16 |
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