JP2001032961A - How to lay deep water intake hose - Google Patents
How to lay deep water intake hoseInfo
- Publication number
- JP2001032961A JP2001032961A JP11205198A JP20519899A JP2001032961A JP 2001032961 A JP2001032961 A JP 2001032961A JP 11205198 A JP11205198 A JP 11205198A JP 20519899 A JP20519899 A JP 20519899A JP 2001032961 A JP2001032961 A JP 2001032961A
- Authority
- JP
- Japan
- Prior art keywords
- hose
- drum
- laying
- intake
- water intake
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000004804 winding Methods 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000007796 conventional method Methods 0.000 abstract 1
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Electric Cable Installation (AREA)
Abstract
(57)【要約】
【課題】 従来の深層水取水ホース敷設方法において
は、大径の1個のホースドラムを使用するためその回転
のための機械設備が大がかりになり、また、ドラム及び
駆動装置等に大きな費用がかかる。
【解決手段】 本発明の深層水取水ホース敷設方法にお
いては、取水ホースを巻き取った小径のホースドラムの
複数を陸上運搬し、上記各ホースドラムを敷設台船上で
受台に載せ、ホースドラムからの取水ホースを水中に敷
設し、取水ホースの無くなった上記受台上のホースドラ
ムを取水ホースの巻かれている新たなホースドラムと入
替えると共に順次のホースドラムの取水ホースを互に接
続する。上記水中に敷設される取水ホースは複数のシー
ブの外周に巻き付け両者間の摩擦力によって取水ホース
の繰り出し速度を制御する。
(57) [Problem] In a conventional method for laying a deep water intake hose, a large-diameter hose drum is used, so that the equipment for rotating the hose drum becomes large, and a drum and a driving device are used. It costs a lot of money. SOLUTION: In the deep water intake hose laying method of the present invention, a plurality of small-diameter hose drums wound with an intake hose are transported on land, and each of the hose drums is placed on a receiving stand on a laying boat, and the hose drum is moved from the hose drum. Is laid underwater, and the hose drum on the receiving stand where the intake hose has been removed is replaced with a new hose drum around which the intake hose is wound, and the intake hoses of successive hose drums are connected to each other. The water intake hose laid underwater is wound around the outer periphery of a plurality of sheaves, and the feeding speed of the water intake hose is controlled by the frictional force between the two.
Description
【0001】[0001]
【発明の属する技術分野】本発明は深層水取水ホース敷
設方法、特に、遠隔地点の大水深区域から取水するため
の取水管敷設方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of laying a deep water intake hose, and more particularly to a method of laying an intake pipe for taking water from a remote deep water area.
【0002】[0002]
【従来の技術】従来、3000m程度の遠隔地点におけ
る300m程度以上の大水深区域から取水するためには
図3及び図4に示すように通常15m以上の直径の1個
の大規模ホースドラム1に1本もののポリエチレン管等
の取水管(ホース)2を巻き込み、敷設台船3上にこの
ドラム1を搭載し、ドラム1を回転させながら連続して
繰り出し埋設している。図3及び図4において、4は制
動機付きドラム駆動装置、5は油圧ユニット、6は発電
機、7は操船ウインチ、8は計測室、9は制動装置、1
0はホースガイドである。2. Description of the Related Art Conventionally, in order to take water from a deep water area of about 300 m or more at a remote point of about 3000 m, as shown in FIGS. A water intake pipe (hose) 2 such as a single polyethylene pipe or the like is wound around, and the drum 1 is mounted on a laying barge 3. The drum 1 is continuously extended while being rotated while being buried. 3 and 4, reference numeral 4 denotes a drum driving device with a brake, 5 denotes a hydraulic unit, 6 denotes a generator, 7 denotes a boat maneuvering winch, 8 denotes a measurement room, 9 denotes a braking device, 1
0 is a hose guide.
【0003】なお、図5及び図6はホースドラム1を大
型回転台(ターンテーブル)11上に載置した例を示
す。FIGS. 5 and 6 show an example in which the hose drum 1 is mounted on a large turntable (turntable) 11.
【0004】また、図7は取水管敷設状況概念図を示
し、12は敷設台船3の曳船、13は海底地盤である。[0004] Fig. 7 is a conceptual diagram of the laying state of intake pipes, where 12 is a tug of the laying barge 3, and 13 is the seabed ground.
【0005】[0005]
【発明が解決しようとする課題】然しながら、上記の水
深にホースを敷設する場合、大深度になるほど水中ホー
ス重量が大きくなり、ホース敷設の際、ホースに加える
ブレーキ力もそれに見合う大きさが必要となる。また敷
設する速度も重要な要素であり、繰り出しが速すぎると
ホースの曲げ半径が許容値を超え、また、遅すぎるとホ
ースが引っ張られる状態となり、ホースの許容引張り荷
重を超えると破損/損傷が生じる。However, when laying a hose at the above-mentioned water depth, the greater the depth, the greater the weight of the underwater hose, and when laying the hose, the brake force applied to the hose also needs to be large enough. . The speed of laying is also an important factor. If the extension is too fast, the bending radius of the hose will exceed the allowable value, and if it is too slow, the hose will be pulled, and if the hose exceeds the allowable tensile load, breakage / damage will occur. Occurs.
【0006】例えば、ドラムフランジ外径が15m以上
のドラムを回転するためには機械設備が大がかりにな
り、また、ドラム及びその駆動装置等に莫大な費用がか
かる。For example, in order to rotate a drum having a drum flange outer diameter of 15 m or more, a large amount of machinery and equipment is required, and enormous costs are required for the drum and its driving device.
【0007】本発明は上記の欠点を除くようにしたもの
である。The present invention has been made to eliminate the above disadvantages.
【0008】[0008]
【課題を解決するための手段】本発明の深層水取水ホー
ス敷設方法は、取水ホースを巻き取った小径のホースド
ラムの複数を陸上運搬する工程と、上記各ホースドラム
を敷設台船上で受台に載せ、ホースドラムからの取水ホ
ースを水中に敷設する工程と、取水ホースの無くなった
上記受台上のホースドラムを取水ホースの巻かれている
新たなホースドラムと入替えると共に順次のホースドラ
ムの取水ホースを互に接続する工程とより成ることを特
徴とする。The method for laying a deep water intake hose according to the present invention comprises a step of transporting a plurality of small-diameter hose drums wound with an intake hose on land, and a pedestal on which the hose drums are laid. And laying the intake hose from the hose drum underwater, replacing the hose drum on the cradle with no intake hose with a new hose drum around which the intake hose is wound, Connecting the intake hoses to each other.
【0009】上記水中に敷設される取水ホースは、複数
のシーブの外周に巻き付け、シーブ外周面との間の摩擦
力によって取水ホースの繰り出し速度を制御する工程を
含むことを特徴とする。[0009] The water intake hose laid in the water is characterized in that it includes a step of winding around the outer circumference of a plurality of sheaves and controlling the feeding speed of the water intake hose by a frictional force between the outer circumference of the sheave.
【0010】[0010]
【発明の実施の形態】以下図面によって本発明の実施例
を説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0011】本発明においては、図1及び図2に示すよ
うに取水ホース2を巻き取った直径4m程度の小径の複
数のホースドラム1を陸上運搬し、洋上の敷設台船3上
に設置したドラム駆動機構付き受台14に載せ、ドラム
1に巻いた取水ホース2を水中に敷設せしめる。この際
ドラム1に巻いた取水ホースが無くなった場合、このド
ラムを取水ホースの巻かれている新たなホースドラムに
上記受台14上で交換し、新しいホースと先のホースを
随時熱溶着結合して長距離ホースの1本ものに仕上げ、
水中に連続して敷設せしめる。In the present invention, as shown in FIGS. 1 and 2, a plurality of small-diameter hose drums 1 each having a diameter of about 4 m, on which an intake hose 2 is wound, are transported on land and placed on a laying barge 3 offshore. The intake hose 2 wound on the drum 1 is placed on the receiving stand 14 with the drum drive mechanism and laid underwater. At this time, when the water intake hose wound around the drum 1 runs out, the drum is replaced with a new hose drum around which the water intake hose is wound on the receiving stand 14, and the new hose and the previous hose are heat-sealed as needed. To make one long-distance hose,
Lay continuously underwater.
【0012】なお、敷設台船3によりホース2を洋上か
ら水中に敷設する際、ホース自重によりホース2が水中
に一気に引き込まれないようにするため、ホース繰り出
し速度制御を付加した制動装置15を用いる。また制動
能力に応じた設定荷重を越えてホース張力が生じた場
合、ホース損傷や破損の回避の為、制動装置に安全機構
を附加する。When the hose 2 is laid underwater from the sea by the laying barge 3, in order to prevent the hose 2 from being drawn into the water at a stretch due to the weight of the hose, a brake device 15 with a hose feeding speed control is used. . When the hose tension exceeds the set load according to the braking capacity, a safety mechanism is added to the braking device to avoid damage or breakage of the hose.
【0013】例えば、本発明においては、上記制動装置
15は2台のシーブ型制動装置と小型のドラム駆動装置
の組合せにより、大きな制動力を生じさせるものとす
る。For example, in the present invention, it is assumed that the braking device 15 generates a large braking force by a combination of two sheave type braking devices and a small drum driving device.
【0014】上記シーブ型制動装置はその制動力として
2台のシーブ外周のホース接触部の摩擦力を利用したこ
とを特徴とする。The above-mentioned sheave type braking device is characterized in that a frictional force of a hose contact portion on the outer periphery of two sheaves is used as the braking force.
【0015】また、油圧装置システムにより、シーブの
回転速度,ドラム駆動装置を制御する。なお、一定の速
度でホースを繰り出す為全ての制動装置は一定の比率
で、負荷分担(同期回転)しなければならない。このた
め、数基の制動装置を組み合わせる場合、個々の制動能
力の分担比率を保持させるものとする。The hydraulic system controls the sheave rotation speed and the drum drive. In order to pay out the hose at a constant speed, all the braking devices must load share (synchronous rotation) at a constant ratio. For this reason, when combining several braking devices, the share ratio of each braking capability shall be maintained.
【0016】また、空ドラムを満巻きドラムと入れ替
え、ホース2を敷設台船2上で接続する際には、敷設さ
れているホース重量を一時的に把持しなければならな
い。この場合、接続個所16をホースドラム引出し開始
部で行ない、同様にシーブの摩擦力で敷設側のホース重
量を把持せしめる。Further, when replacing the empty drum with a fully-wound drum and connecting the hose 2 on the laying boat 2, the weight of the laid hose must be temporarily grasped. In this case, the connection point 16 is made at the hose drum pull-out start portion, and the weight of the hose on the laying side is similarly gripped by the frictional force of the sheave.
【0017】なお、シーブ径は、接続個所16の許容曲
げ半径と必要摩擦力により決定する。The sheave diameter is determined by the allowable bending radius of the connection point 16 and the required frictional force.
【0018】[0018]
【発明の効果】本発明の深層水取水ホース敷設方法は、
上記のとおりであるから、ホースドラムの製作費を下
げ、駆動装置等を簡単となし得る等大きな利益がある。The method for laying a deep water intake hose of the present invention is as follows.
As described above, there is a great advantage that the manufacturing cost of the hose drum can be reduced and the driving device can be simplified.
【図1】本発明の深層水取水ホース敷設方法を実施する
ために用いる敷設台船の正面図である。FIG. 1 is a front view of a laying barge used to carry out the method for laying a deep water intake hose of the present invention.
【図2】図1に示す敷設台船の平面図である。FIG. 2 is a plan view of the laying barge shown in FIG.
【図3】従来の深層水取水ホース敷設方法を実施するた
めに用いる敷設台船の正面図である。FIG. 3 is a front view of a laying barge used for carrying out a conventional deep water intake hose laying method.
【図4】図3に示す敷設台船の平面図である。FIG. 4 is a plan view of the laying barge shown in FIG. 3;
【図5】従来の他の深層水取水ホース敷設方法を実施す
るために用いる敷設台船の正面図である。FIG. 5 is a front view of a laying barge used to carry out another conventional deep water intake hose laying method.
【図6】図5に示す敷設台船の平面図である。FIG. 6 is a plan view of the laying barge shown in FIG.
【図7】取水管敷設状況概念図である。FIG. 7 is a conceptual diagram of an installation state of an intake pipe.
1 ドラム 2 ホース 3 敷設台船 4 ドラム駆動装置 5 油圧ユニット 6 発電機 7 操船ウインチ 8 計測室 9 制動装置 10 ホースガイド 11 大型回転台 12 曳船 13 海底地盤 14 受台 15 制動装置 16 接続個所 DESCRIPTION OF SYMBOLS 1 Drum 2 Hose 3 Laying barge 4 Drum drive unit 5 Hydraulic unit 6 Generator 7 Maneuvering winch 8 Measurement room 9 Braking device 10 Hose guide 11 Large turntable 12 Towing boat 13 Submarine ground 14 Cradle 15 Braking device 16 Connection point
───────────────────────────────────────────────────── フロントページの続き (72)発明者 岩崎 勉 東京都文京区後楽2丁目2番8号 五洋建 設株式会社内 (72)発明者 山本 晃久 東京都文京区後楽2丁目2番8号 五洋建 設株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Tsutomu Iwasaki 2-8-8 Koraku, Bunkyo-ku, Tokyo Within Goyo Construction Co., Ltd. (72) Inventor Akihisa Yamamoto 2-2-2 Koraku, Bunkyo-ku, Tokyo Goyo Construction Co., Ltd.
Claims (2)
ラムの複数を陸上運搬する工程と、 上記各ホースドラムを敷設台船上で受台に載せ、ホース
ドラムからの取水ホースを水中に敷設する工程と、 取水ホースの無くなった上記受台上のホースドラムを取
水ホースの巻かれている新たなホースドラムと入替える
と共に順次のホースドラムの取水ホースを互に接続する
工程とより成ることを特徴とする深層水取水ホース敷設
方法。1. A step of transporting a plurality of small-diameter hose drums on which an intake hose is wound up on land, and a step of placing each of the hose drums on a receiving stand on a laying barge and laying an intake hose from the hose drum in water. Replacing the hose drum on the cradle with no intake hose with a new hose drum around which the intake hose is wound, and connecting the intake hoses of successive hose drums to each other. To lay deep water intake hose.
のシーブの外周に巻き付け、シーブ外周面との間の摩擦
力によって取水ホースの繰り出し速度を制御する工程を
含むことを特徴とする請求項1記載の深層水取水ホース
敷設方法。2. The method according to claim 1, further comprising a step of winding the water intake hose laid underwater around the outer circumference of the plurality of sheaves, and controlling the feeding speed of the water intake hose by a frictional force with the outer peripheral surface of the sheave. The method for laying a deep water intake hose according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11205198A JP2001032961A (en) | 1999-07-19 | 1999-07-19 | How to lay deep water intake hose |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11205198A JP2001032961A (en) | 1999-07-19 | 1999-07-19 | How to lay deep water intake hose |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001032961A true JP2001032961A (en) | 2001-02-06 |
Family
ID=16503037
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11205198A Pending JP2001032961A (en) | 1999-07-19 | 1999-07-19 | How to lay deep water intake hose |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2001032961A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009236288A (en) * | 2008-03-28 | 2009-10-15 | Furukawa Electric Co Ltd:The | Flexible tube laying device |
JP2010512498A (en) * | 2006-12-11 | 2010-04-22 | スタトイル・アー・エス・アー | Method of laying a pipeline with a corrosion resistant coating on the inside |
-
1999
- 1999-07-19 JP JP11205198A patent/JP2001032961A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010512498A (en) * | 2006-12-11 | 2010-04-22 | スタトイル・アー・エス・アー | Method of laying a pipeline with a corrosion resistant coating on the inside |
JP2009236288A (en) * | 2008-03-28 | 2009-10-15 | Furukawa Electric Co Ltd:The | Flexible tube laying device |
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