JP2002340230A - Pipe laying method of seawater intake pipe - Google Patents

Pipe laying method of seawater intake pipe

Info

Publication number
JP2002340230A
JP2002340230A JP2001141115A JP2001141115A JP2002340230A JP 2002340230 A JP2002340230 A JP 2002340230A JP 2001141115 A JP2001141115 A JP 2001141115A JP 2001141115 A JP2001141115 A JP 2001141115A JP 2002340230 A JP2002340230 A JP 2002340230A
Authority
JP
Japan
Prior art keywords
intake pipe
seawater
seawater intake
laying
sea
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.)
Granted
Application number
JP2001141115A
Other languages
Japanese (ja)
Other versions
JP3676253B2 (en
Inventor
Takaaki Yamaguchi
卓見 山口
Satoshi Abe
智 安部
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.)
Furukawa Electric Co Ltd
Original Assignee
Furukawa Electric Co Ltd
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 Furukawa Electric Co Ltd filed Critical Furukawa Electric Co Ltd
Priority to JP2001141115A priority Critical patent/JP3676253B2/en
Publication of JP2002340230A publication Critical patent/JP2002340230A/en
Application granted granted Critical
Publication of JP3676253B2 publication Critical patent/JP3676253B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To accurately seat an intake of a seawater intake pipe on a sea bottom seating point, smoothly pumping up seawater, prevent a collapse of the seawater intake pipe at piping time, and prevent the useless excess length from appearing in the seawater intake pipe. SOLUTION: This pipe laying method of the seawater intake pipe 1 lays the seawater intake pipe 1 on the sea bottom between a land side landing point 7 and a sea side sea bottom seating point. A laying barge 2 mounted with the seawater intake pipe 1 is stopped in an oversea position 7A near the landing point 7. After delivering and laying the seawater intake pipe 1 thereby up to the landing point 7 while pressurizing the seawater intake pipe 1 by fluid from the inside, the laying barge 2 is sailed up to the sea side sea bottom seating point or the oversea position in the vicinity, and the seawater intake pipe 1 is thereby similarly delivered and laid while pressurizing the seawater intake pipe 1 by the fluid from the inside. The intake side of the seawater intake pipe 1 removed from the laying barge 2 is precipitated up to the sea bottom seating point in a state of opening the intake in the sea side oversea position, and the seawater intake pipe 1 is laid.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は海水取水管を陸側の
陸揚げ地点と海側の海底着座地点との間の海底に布設す
る海水取水管の布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 for laying a seawater intake pipe on the seabed between a landing point on the land side and a seating point on the seabed on the seaside.

【0002】[0002]

【従来の技術】近年、海水取水管を水深200m以上の
深海底に布設し、海水取水管を通して深海の海水(深層
水)を揚水して産業の広い分野で利用する開発が進めら
れている。従来、このような深海の海水を揚水するため
に使用する海水取水管の布設方法としては下記の方法が
考えられる。
2. Description of the Related Art In recent years, developments have been made in which a seawater intake pipe is laid on a deep sea floor having a depth of 200 m or more, and deep seawater (deep water) is pumped through the seawater intake pipe and used in a wide range of industrial fields. Conventionally, as a method of laying a seawater intake pipe used for pumping such deep seawater, the following method is considered.

【0003】即ち、図4(イ)に示すように、海水取水
管1を搭載した布設船2を海側の海底着座地点3の海上
位置3Aまで航行させ、その海上位置3Aにおいて、海
水取水管1の取水口1Aを取水口支持枠4に取り付け、
海水取水管1をブレーキ装置5により布設船2の収納部
6から繰り出して海底着座地点3まで沈降させ、取水口
支持枠4を海底着座地点3の海底に設置し、海水取水管
1の取水口1Aを海底に着座させる。
[0003] That is, as shown in Fig. 4 (a), a laid boat 2 equipped with a seawater intake pipe 1 is navigated to a sea-side position 3A of a seaside seating point 3 at the sea side, and at that sea-level position 3A, a seawater intake pipe is provided. Attach the water intake 1A to the water intake support frame 4,
The seawater intake pipe 1 is drawn out from the storage section 6 of the laid boat 2 by the brake device 5 and settles down to the seabed seating point 3, and the intake support frame 4 is installed on the seabed at the seabed seating point 3, and the intake port of the seawater intake pipe 1 is installed. 1A is seated on the sea floor.

【0004】次に、図4(ロ)に示すように、布設船2
を海側の前記海上位置3Aから陸側の陸揚げ地点7近く
の海上位置7A(図5参照)に向けて矢印方向へ航行さ
せると共に、布設船2より海水取水管1をブレーキ装置
5で繰り出して海底に布設する。
[0004] Next, as shown in FIG.
From the marine position 3A on the sea side to the marine position 7A (see FIG. 5) near the landing point 7 on the land side in the direction of the arrow, and the seawater intake pipe 1 is drawn out from the laid ship 2 by the brake device 5. It is laid on the sea floor.

【0005】次に、布設船2が図5(イ)に示すよう
に、陸側の前記海上位置7Aに到達したら、布設船2の
航行を停止し、布設船2を図5(ロ)に示すように、例
えば、図の時計方向へ180度Uターンさせる。次に、
その位置で布設船2より海水取水管1をブレーキ装置5
で繰り出し、繰り出された海水取水管1が海中に沈まな
いように、これを所定間隔をおいて多数のブイ8で浮上
させ、海水取水管1に略U形状のループを形成させる。
このような状態で、該ループの谷部分1Bを牽引ワイヤ
ー9で陸揚げ地点7まで引張る。
Next, as shown in FIG. 5 (a), when the laying boat 2 reaches the land-side sea level 7A, the laying boat 2 is stopped and the laying boat 2 is moved to the state shown in FIG. As shown, for example, a U-turn is made 180 degrees clockwise in the figure. next,
At that position, the seawater intake pipe 1 is laid from the
The seawater intake pipe 1 is floated by a large number of buoys 8 at predetermined intervals so that the fed seawater intake pipe 1 does not sink in the sea, thereby forming a substantially U-shaped loop in the seawater intake pipe 1.
In such a state, the valley portion 1B of the loop is pulled to the landing point 7 by the pulling wire 9.

【0006】次に、陸揚げ地点7側の該ループの谷部分
1Bから布設船側における海水取水管1の後端部までの
海水取水管1の余長分1Cを切断して除去し、前記ブイ
8を取り外して、余長分1Cを除去したループ残り部分
の海上にある海水取水管1を海底に沈降させ、海水取水
管1の布設を終了する。その後、海水取水管1の前記切
断口に相当する海水取出口を取水ピット10に接続し、
海水取水管1を通して揚水された海水を貯水できるよう
にする。
Next, the remaining length 1C of the seawater intake pipe 1 from the valley portion 1B of the loop on the landing point 7 side to the rear end of the seawater intake pipe 1 on the laying ship side is cut and removed, and the buoy 8 is cut off. Is removed, and the seawater intake pipe 1 on the sea at the remaining portion of the loop from which the extra length 1C has been removed is settled to the seabed, and the installation of the seawater intake pipe 1 is completed. Thereafter, a seawater outlet corresponding to the above-mentioned cutoff of the seawater intake pipe 1 is connected to the water pit 10,
Seawater pumped through the seawater intake pipe 1 can be stored.

【0007】[0007]

【発明が解決しようとする課題】従来の布設方法は、海
側から陸側に布設船2を航行させて海水取水管1を布設
する方法のため、最初に海底に布設される海水取水管1
の取水口側は拘束のないフリーな状態にある。このた
め、水深の深い海底着座地点3まで海水取水管1の取水
口側を沈降させるまでの間に、海水取水管が潮流の影響
を受けて曲げられ、海水取水管1の取水口1Aを海底着
座地点に正確に着座させることが難しい。また、海水取
水管1の取水口1A側を海上から海底までほぼ垂直下方
に沈降させた後、急激にカテナリー状にカーブさせるた
め、海水取水管1の取水口側に無理な曲げ力が作用して
取水口が変形、損傷したり、海底に埋没したりし、海水
の円滑な揚水が出来なくなる恐れがある。また、海水取
水管1をブレーキ装置5で繰り出し、シュータで案内し
ながら海中に投下する際、海水取水管1がブレーキ装置
5やシュータ等で大きな側圧を受けて潰れ、布設が困難
になる恐れがある。更に、海水取水管1を陸揚げ地点7
で陸揚げするときに、海水取水管1に余長分が生じて無
駄になるという問題がある。
The conventional laying method is a method of laying a seawater intake pipe 1 by navigating a laying ship 2 from the sea side to the land side. Therefore, the seawater intake pipe 1 laid first on the sea floor is used.
The water intake side is free without restraint. For this reason, the seawater intake pipe is bent under the influence of the tidal current until the intake side of the seawater intake pipe 1 sinks to the deep seabed seating point 3, and the intake 1A of the seawater intake pipe 1 is connected to the seabed. It is difficult to accurately seat at the seating point. In addition, since the intake 1A side of the seawater intake pipe 1 is settled almost vertically downward from the sea to the seabed, and then sharply curved in a catenary shape, an excessive bending force acts on the intake side of the seawater intake pipe 1. The intake may be deformed or damaged, or may be buried under the seabed, making it impossible to pump seawater smoothly. Further, when the seawater intake pipe 1 is fed out by the brake device 5 and dropped into the sea while being guided by the chute, the seawater intake pipe 1 may be crushed by a large lateral pressure by the brake device 5 or the chute, and the installation may be difficult. is there. Further, the seawater intake pipe 1 is unloaded at the landing point 7
When landing at seawater, there is a problem that extra length is generated in the seawater intake pipe 1 and it is wasted.

【0008】本発明は上記の課題を解決し、海水取水管
の取水口を海底着座地点に正確に着座させることがで
き、海水の円滑な揚水ができ、布設中の海水取水管の潰
れを防止でき、更に、海水取水管に無駄な余長分が出な
いようにした海水取水管の布設方法を提供する。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and enables the intake of a seawater intake pipe to be accurately seated at a seabed seating point, enables smooth pumping of seawater, and prevents collapse of a seawater intake pipe during installation. The present invention further provides a method of laying a seawater intake pipe in which wasteful extra length is not produced in the seawater intake pipe.

【0009】[0009]

【課題を解決するための手段】上記課題を解決する本発
明の海水取水管の布設方法は、海水取水管を陸側の陸揚
げ地点と海側の海底着座地点との間の海底に布設する方
法において、海水取水管を搭載した布設船を前記陸揚げ
地点近くの海上位置に停留させ、これより海水取水管を
内部から流体で加圧しながら陸揚げ地点まで繰り出して
布設した後、布設船を陸側の前記海上位置から海側の海
底着座地点又はその近傍における海上位置まで航行させ
ると共に、これより海水取水管を同様に内部から流体で
加圧しながら繰り出して布設し、海側の前記海上位置
で、布設船より取り外した海水取水管の取水口側をその
取水口が開口した状態で海底着座地点まで沈降させて布
設し、その取水口を該地点の海底に着座させるようにし
たものである。
According to the present invention, there is provided a method of laying a seawater intake pipe on a seabed between a landing point on the land side and a seating point on the seabed on the seaside. In, the laying boat equipped with the seawater intake pipe is stopped at a sea position near the landing point, and after this, the seawater intake pipe is extended from the inside to the landing point while being pressurized with a fluid, and then laid, the laying boat is located on the land side. While sailing from the offshore position to the offshore seating point on the sea side or to the offshore position in the vicinity thereof, a seawater intake pipe is similarly extended from the inside while being pressurized with a fluid, and laid out, and laid at the seaside position on the seaside. The intake side of the seawater intake pipe removed from the ship is settled down to the seabed seating point with the intake opening open and laid, and the intake port is seated on the seabed at that point.

【0010】上記の布設方法によると、陸側から海側に
布設船を航行させて海水取水管を布設する方法のため、
水深の深い海底着座地点まで海水取水管の取水口側を沈
降させるのは布設の最終段階のときであり、海水取水管
の取水口側を海底着座地点まで沈降させるときまでに、
大部分の海水取水管は既に海底の所定位置に布設され、
海底との摩擦抵抗等により容易に移動しないように拘束
されている。従って、海水取水管の取水口側を海底着座
地点まで沈降させる間に、海水取水管が潮流によって大
きく曲げられることがなくなり、海水取水管の取水口を
海底着座地点に正確に着座させることができる。
According to the above laying method, a laying ship is navigated from the land side to the sea side to lay the seawater intake pipe.
It is at the final stage of laying that the intake side of the seawater intake pipe is settled to the deep seabed seating point, and by the time the intake side of the seawater intake pipe is settled to the seabed seating point,
Most seawater intake pipes are already laid in place on the sea floor,
It is restrained from moving easily due to frictional resistance with the seabed. Therefore, while the intake side of the seawater intake pipe is settled to the seabed seating point, the seawater intake pipe is not largely bent by the tide, and the intake of the seawater intake pipe can be accurately seated at the seabed seating point. .

【0011】また、海水取水管の取水口側を海底着座地
点まで沈降させるに伴い、海中にある海水取水管のカテ
ナリー状のカーブが緩くなってくるので、海水取水管の
取水口側には無理な曲げ力が作用せず、取水口の変形、
損傷、海底への埋没を回避することができ、海水を円滑
に揚水することができる。
[0011] Further, as the intake side of the seawater intake pipe sinks to the seabed seating point, the catenary-like curve of the seawater intake pipe in the sea becomes loose, so that the intake side of the seawater intake pipe cannot be placed on the intake side of the seawater intake pipe. Deformation of the water intake,
Damage and burial on the sea floor can be avoided, and seawater can be pumped smoothly.

【0012】更に、布設船より海水取水管を内部から流
体で加圧しながら繰り出して布設するので、海水取水管
が布設中に潰れるようなことがなく、海水取水管の布設
を円滑に行うことができるほか、海水取水管を布設する
際、無駄な余長分が生じないので経済的である。
Further, since the seawater intake pipe is extended from the laying vessel while being pressurized with fluid from inside, the seawater intake pipe is not crushed during the installation, and the seawater intake pipe can be laid smoothly. In addition, it is economical because there is no extra length when laying seawater intake pipes.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施形態を図面に
より詳細に説明する。図1は海水取水管の陸側の陸揚げ
地点近傍における布設状況を示している。なお、従来の
技術で説明した布設方法と同一の構成、機能を有するも
のは同一符号を用いている。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 shows a laying state near a landing point on the land side of a seawater intake pipe. The components having the same configuration and function as those of the laying method described in the related art are denoted by the same reference numerals.

【0014】先ず、海水取水管1を搭載した布設船2
(埋設船、作業船を含む)を陸側の陸揚げ地点7近くの
海上位置7Aまで航行させて、その位置7Aに停留させ
る。海水取水管1としては、例えば、プラスチック内管
の外側を金属補強した可撓性を有する複合プラスチック
管が使用される。次に、海水取水管1をブレーキ装置5
により布設船2の収納部6から繰り出すと共に、海水取
水管1の先端部である海水取出口に引込みワイヤー11
を取り付けて、陸揚げ地点7側に引き込む。そして、布
設船2から海上に繰り出された海水取水管1が海底に沈
降しないように、多数のブイ8で浮上させた状態に保持
する。
First, a laid boat 2 equipped with a seawater intake pipe 1
The ship (including the buried ship and the workboat) is navigated to the marine position 7A near the landing point 7 on the land side, and is stopped at the position 7A. As the seawater intake pipe 1, for example, a flexible composite plastic pipe in which the outside of a plastic inner pipe is metal-reinforced is used. Next, the seawater intake pipe 1 is connected to the brake device 5.
Out of the storage section 6 of the laying ship 2 and a wire 11
And pull it into the landing site 7 side. Then, the seawater intake pipe 1 discharged from the laying boat 2 to the sea is maintained in a state of being floated by a large number of buoys 8 so as not to settle on the seabed.

【0015】また、海水取水管1を布設船2よりブレー
キ装置5で繰り出し、シュータで案内しながら海上に延
出させ、前記陸揚げ地点7まで布設して行く間、海水取
水管1を内部から、例えば、工業用水、飲料水等の淡水
で加圧しておく。これにより、海水取水管1にブレーキ
装置5等により大きな外力が作用しても潰れて損傷する
ようなことがなく、円形その他の所定形状を保持するこ
とができる。海水取水管1をその内部から流体で加圧す
る方法としては、海水取水管1を布設船2に搭載する前
に海水取水管1内に淡水を加圧充填しておいてもよい
し、海水取水管1を布設船2に搭載するとき、又は、布
設船2より海水取水管1を繰り出して布設中に、該管1
内に前記淡水を加圧充填するようにしてもよい。なお、
海水取水管1内に加圧充填する流体としては、前記淡水
のほかに海水や圧縮空気を使用してもよい。また、海水
取水管1を内部から加圧する圧力としては、海水取水管
1の材質、内径(外径)、管肉厚、布設長、布設水深の
深さ等によって異なるが、50〜300kPaの範囲で
適宜設定するのが望ましい。
Further, the seawater intake pipe 1 is unreeled from the laying boat 2 by the brake device 5 and is extended to the sea while being guided by the chute. For example, it is pressurized with fresh water such as industrial water or drinking water. Thereby, even if a large external force is applied to the seawater intake pipe 1 by the brake device 5 or the like, the seawater intake pipe 1 is not crushed and damaged, and can maintain a circular or other predetermined shape. As a method of pressurizing the seawater intake pipe 1 with a fluid from the inside thereof, the seawater intake pipe 1 may be filled with fresh water under pressure before the seawater intake pipe 1 is mounted on the laying ship 2, or the seawater intake pipe 1 may be pressurized. When the water pipe 1 is mounted on the laying boat 2 or when the seawater intake pipe 1 is drawn out from the laying boat 2 and laid,
The fresh water may be filled under pressure. In addition,
As the fluid to be filled into the seawater intake pipe 1 under pressure, seawater or compressed air may be used in addition to the fresh water. The pressure for pressurizing the seawater intake pipe 1 from the inside varies depending on the material of the seawater intake pipe 1, the inner diameter (outer diameter), the pipe wall thickness, the installation length, the installation water depth, and the like, but is in the range of 50 to 300 kPa. It is desirable to set appropriately.

【0016】海水取水管1を布設船2に搭載する前に、
海水取水管1内に淡水を加圧充填する場合には、海水取
水管1の製造工場内で、海水取水管1の出荷検査のため
に、海水取水管1の両端を密閉して、海水取水管1内に
淡水を加圧充填してその気密試験を行い、試験終了後に
水抜きを行わないで所定の内圧をかけた状態にしておく
ことにより実施してもよく、このような加圧充填方法を
採用すると、手間が省けるので望ましい。
Before mounting the seawater intake pipe 1 on the laid boat 2,
When the seawater intake pipe 1 is filled with fresh water under pressure, both ends of the seawater intake pipe 1 are hermetically sealed at a production plant of the seawater intake pipe 1 for shipping inspection of the seawater intake pipe 1. The water pipe 1 may be filled with fresh water under pressure to perform an airtightness test on it, and after completion of the test, may be carried out by applying a predetermined internal pressure without draining water. Adopting the method is desirable because it saves time and effort.

【0017】また、海水取水管1を布設船2に搭載する
とき、又は、布設船2より海水取水管1を繰り出して布
設中に、該管1内に前記淡水を加圧充填する場合には、
海水取水管1の先後端部のいずれか一方の側又は両側か
ら淡水を加圧充填するようにしてもよい。
When the seawater intake pipe 1 is mounted on the laid boat 2 or when the seawater intake pipe 1 is drawn out from the laid boat 2 and laid, the freshwater is filled into the pipe 1 by pressurization. ,
Fresh water may be pressure-filled from either one or both sides of the front and rear ends of the seawater intake pipe 1.

【0018】次に、海水取水管1の先端部(海水取出
口)が前記陸揚げ地点7まで到達したら、海水取水管1
の繰り出しと引込みを停止し、海水取水管1の先端部側
を支持固定し、海水取水管1を浮上させるブイ8を取り
除き、布設船2と陸揚げ地点7間の海水取水管1を海底
に沈降させて布設する。
Next, when the distal end (seawater outlet) of the seawater intake pipe 1 reaches the landing point 7, the seawater intake pipe 1
Of the seawater intake pipe 1 is fixed, the buoy 8 for floating the seawater intake pipe 1 is removed, and the seawater intake pipe 1 between the laying ship 2 and the landing point 7 is settled on the sea floor. And lay it.

【0019】次に、図2に示すように、布設船2を陸側
の前記海上位置7A(図1参照)から海側の海底着座地
点3又はその近傍における海上位置3A(図3参照)に
向けて矢印方向に航行させると共に、布設船2より海水
取水管1を同様に内部から前記水で加圧しながらブレー
キ装置5で繰り出し、シュータで海中に投下しながら海
底の所定ルートに沿って布設する。
Next, as shown in FIG. 2, the laid ship 2 is moved from the land-side sea-side position 7A (see FIG. 1) to the sea-side submarine seating point 3 or a sea-side position 3A near the sea-side position 3A (see FIG. 3). In the same manner as in the direction of the arrow, the seawater intake pipe 1 is pulled out from the laying vessel 2 by the brake device 5 while being pressurized with the water from the inside, and laid along a predetermined route on the seabed while being dropped into the sea by the shooter. .

【0020】次に、布設船2が、図3に示すように、海
側の前記海上位置3Aに到達したら、布設船2をその位
置で停留させる。そして、布設船2の収納部6より海水
取水管1の取水口1A側を取り外し、布設船2上におい
て、海水取水管1の取水口1Aを取水口支持枠4に取り
付ける。次に、取水口支持枠4に取水口吊降しワイヤー
12を取り付け、これを布設船2上に設けたウインチ等
の昇降機13に接続し、昇降機13を駆動して、該ワイ
ヤー12を下降させ、前記海上位置3Aで、取水口支持
枠4、即ち、取水口1Aを海中に入水させ、海面直下の
海中に位置させる。そこで、ダイバーにより、その海中
で海水取水管1の取水口1Aを開口させ、海水取水管1
内に加圧充填されていた前記淡水を海中に放出させなが
ら、該ワイヤー12を下降させ、取水口1Aが開口した
状態で、取水口支持枠4、即ち、海水取水管1の取水口
側を海底着座地点3に向け徐々に沈降させて海底に設置
する。
Next, as shown in FIG. 3, when the laid boat 2 reaches the sea-side position 3A on the sea side, the laid boat 2 is stopped at that position. Then, the intake port 1A of the seawater intake pipe 1 is removed from the storage section 6 of the laid boat 2, and the intake port 1A of the seawater intake pipe 1 is attached to the intake port support frame 4 on the laid boat 2. Next, an intake port hanging frame 4 is attached to the intake port support frame 4, and the wire 12 is connected to an elevator 13 such as a winch provided on the laying boat 2, and the elevator 13 is driven to lower the wire 12. At the marine position 3A, the water intake support frame 4, that is, the water intake 1A, enters the sea and is positioned under the sea just below the sea surface. Then, the intake port 1A of the seawater intake pipe 1 is opened by the diver in the sea, and the seawater intake pipe 1 is opened.
The wire 12 is lowered while discharging the fresh water into the sea under pressure, and the intake supporting frame 4, that is, the intake side of the seawater intake pipe 1 is moved with the intake opening 1 </ b> A opened. It is settled gradually toward the seabed seating point 3 and installed on the seabed.

【0021】なお、海水取水管1が海中を沈降するに伴
い、海水取水管1に外部から水圧が加わり、水深に比例
して大きくなるが、海水取水管1には開口した取水口1
Aから同水圧の海水が入り込んで、海水取水管1にその
外水圧に等しい内水圧が加わるので、海水取水管1には
内外力が作用しない状態になる。従って、海水取水管1
が海水の水圧によって潰されるようなことがない。
As the seawater intake pipe 1 sinks in the sea, water pressure is applied to the seawater intake pipe 1 from the outside and the water pressure increases in proportion to the water depth.
Seawater having the same water pressure enters from A, and an internal water pressure equal to the external water pressure is applied to the seawater intake pipe 1, so that no internal or external force acts on the seawater intake pipe 1. Therefore, the seawater intake pipe 1
Is not crushed by seawater pressure.

【0022】このようにして、海水取水管1の取水口1
Aを該地点3の海底に着座させることにより、海水取水
管1の布設を終了する。このような布設方法により、海
水取水管1の取水口1Aを海底着座地点3の海底に正確
に着座させることが可能になる。また、海水取水管1の
取水口1A側を海底着座地点3まで沈降させるに伴い、
海中にある海水取水管1のカテナリー状のカーブが緩く
なってくるので、海水取水管1の取水口1A側には無理
な曲げ力が作用せず、取水口1Aの変形、損傷、海底へ
の埋没を回避することができ、海水を円滑に揚水するこ
とができる。更に、布設船2より海水取水管1を内部か
ら流体で加圧しながら繰り出して布設するので、海水取
水管1が布設中にブレーキ装置5やシュータ等で大きな
側圧を受けても潰れるようなことがなく、海水取水管1
の布設を円滑に行うことができる。
In this manner, the intake port 1 of the seawater intake pipe 1
By laying A on the seabed at the point 3, the installation of the seawater intake pipe 1 is completed. With such a laying method, the intake port 1A of the seawater intake pipe 1 can be accurately seated on the seabed at the seabed seating point 3. In addition, as the intake 1A side of the seawater intake pipe 1 is settled to the seabed sitting point 3,
Since the catenary-like curve of the seawater intake pipe 1 in the sea is loosened, no excessive bending force acts on the intake 1A side of the seawater intake pipe 1, and the intake 1A is deformed, damaged, and damaged to the seabed. Burial can be avoided and seawater can be pumped smoothly. Further, since the seawater intake pipe 1 is extended from the laying boat 2 while being pressurized from the inside with a fluid, the seawater intake pipe 1 may be crushed even if it is subjected to a large side pressure by the brake device 5 or the shooter during the installation. No, seawater intake pipe 1
Can be laid smoothly.

【0023】なお、前記海水取水管1に取水口1Aを開
口する時期は、布設船2の収納部6より海水取水管1の
取水口1A側を取り外してから、海水取水管1の取水口
1Aを取り付けた取水口支持枠4を海面直下の海中に沈
降させるまでの間で行ってもよい。ただし、海水取水管
内に加圧充填される流体が淡水や海水のような液体の場
合には、海水取水管1の取水口1Aが海中に入水する前
に、海水取水管1内に加圧充填された淡水が大気中に勢
いよく放出されて作業性を低下させる恐れがあるので、
前記したように、取水口1Aが海面直下の海中に入水し
た時点で取水口1Aを開口する方が望ましい。
When the intake port 1A is opened in the seawater intake pipe 1, the intake port 1A of the seawater intake pipe 1 is removed from the storage section 6 of the laid ship 2 after removing the intake port 1A side. May be carried out until the intake support frame 4 attached with is settled in the sea just below the sea surface. However, when the fluid to be pressurized and filled in the seawater intake pipe is a liquid such as fresh water or seawater, the seawater intake pipe 1 is pressurized and filled into the seawater intake pipe 1 before the intake port 1A enters the sea. Since the fresh water that has been released may be released into the atmosphere vigorously and reduce workability,
As described above, it is desirable to open the water intake 1A when the water intake 1A enters the sea just below the sea surface.

【0024】また、海水取水管1の取水口1Aを海上位
置3Aから海底着座地点3まで沈降、着座させる間、布
設船2を図3の右側、即ち、陸揚げ地点7から遠ざかる
方向に所定距離航行させるようにすると、取水口支持枠
4の沈降をより円滑、容易に行うことができるので好ま
しい。
Further, while the intake port 1A of the seawater intake pipe 1 is settled and seated from the sea position 3A to the seabed seating point 3, the laying boat 2 sails a predetermined distance in the direction away from the landing point 7 on the right side of FIG. This is preferable because the sinking of the intake port support frame 4 can be performed more smoothly and easily.

【0025】更に、前記取水口吊降しワイヤー12は、
取水口支持枠4を海底に設置した後に取り外してもよい
が、取水口支持枠4から取り外さずに、該ワイヤーの上
端にブイ(図示せず)を付けて、該上端を海上に浮かし
ておき、取水口1Aの着座位置確認の標識として利用す
るようにしてもよい。そうすると、海水取水管布設後
に、取水口支持枠4を修理又は取り換える等のメンテナ
ンスが容易になるので好ましい。
Further, the intake wire hanging wire 12 is
The intake support frame 4 may be removed after it has been installed on the seabed. However, without removing the intake support frame 4, a buoy (not shown) is attached to the upper end of the wire, and the upper end is floated on the sea. Alternatively, it may be used as a sign for confirming the seating position of the water intake 1A. This is preferable because maintenance such as repairing or replacing the intake port support frame 4 is easy after the seawater intake pipe is laid.

【0026】このようにして、海水取水管1の布設が終
了したら、図1に示すように、海水取水管1の前記陸揚
げ地点7に設置した取水ピット10に、海水取水管1の
海水取出口を接続して、揚水ポンプ(図示せず)で海水
取水管1の取水口1Aより該管を通して揚水した海水を
貯水できるようにする。なお、前記海水取出口の取水ピ
ット10への接続は、前記海水取水管1の布設終了後で
はなく、陸揚げ地点7への海水取水管1の布設終了か、
若しくは、陸揚げ地点7側から海底着座地点3側への海
水取水管1の布設中に行ってもよい。
When the installation of the seawater intake pipe 1 is completed in this way, as shown in FIG. 1, a seawater intake port of the seawater intake pipe 1 is inserted into an intake pit 10 installed at the landing point 7 of the seawater intake pipe 1. And a pumping pump (not shown) is used to store seawater pumped through the intake port 1A of the seawater intake pipe 1 through the pipe. The connection of the seawater intake to the intake pit 10 is not made after the seawater intake pipe 1 is laid, but is the seawater intake pipe 1 laid at the landing point 7 completed?
Alternatively, it may be performed during the installation of the seawater intake pipe 1 from the landing point 7 side to the seabed seating point 3 side.

【0027】[0027]

【発明の効果】以上説明したように、本発明によれば、
海水取水管を陸側の陸揚げ地点と海側の海底着座地点と
の間の海底に布設する方法において、海水取水管を搭載
した布設船を前記陸揚げ地点近くの海上位置に停留さ
せ、これより海水取水管を内部から流体で加圧しながら
陸揚げ地点まで繰り出して布設した後、布設船を陸側の
前記海上位置から海側の海底着座地点又はその近傍にお
ける海上位置まで航行させると共に、これより海水取水
管を同様に内部から流体で加圧しながら繰り出して布設
し、海側の前記海上位置で、布設船より取り外した海水
取水管の取水口側をその取水口が開口した状態で海底着
座地点まで沈降させて布設し、その取水口を該地点の海
底に着座させるようにしたので、海水取水管の取水口側
を海底着座地点まで沈降させる間に、海水取水管が潮流
によって大きく曲げられることがなくなり、海水取水管
の取水口を海底着座地点に正確に着座させることができ
る。
As described above, according to the present invention,
In a method of laying a seawater intake pipe on the seabed between a landing point on the land side and a seabed seating point on the seaside, a laid boat equipped with a seawater intake pipe is stopped at a sea position near the landing point, and the seawater After drawing out and laying the intake pipe to the landing point while pressurizing the intake pipe with the fluid from the inside, the laid ship is made to sail from the land-side offshore position to the sea-side seabed seating point or a sea-side position near the seaside, and from there, the seawater is taken up. Similarly, the water pipe is drawn out from the inside while being pressurized with a fluid, and laid out, and at the seaside position on the sea side, the intake side of the seawater intake pipe removed from the laying boat sinks to the seabed seating point with the intake opening open. The seawater intake pipe was bent by the tidal current while the intake side of the seawater intake pipe was settled to the seabed seating point because the intake port was seated on the seabed at that point. Is that it is not, the water intake of sea water intake pipe can be accurately seated on the seabed seating point.

【0028】また、海水取水管の取水口側を海底着座地
点まで沈降させるに伴い、海中にある海水取水管のカテ
ナリー状のカーブが緩くなってくるので、海水取水管の
取水口側には無理な曲げ力が作用せず、取水口の変形、
損傷、海底への埋没を回避することができ、海水を円滑
に揚水することができる。
Further, as the intake side of the seawater intake pipe sinks to the seabed seating point, the catenary-like curve of the seawater intake pipe in the sea becomes loose. Deformation of the water intake,
Damage and burial on the sea floor can be avoided, and seawater can be pumped smoothly.

【0029】更に、布設船より海水取水管を内部から流
体で加圧しながら繰り出して布設するので、海水取水管
が布設中に潰れるようなことがなく、海水取水管の布設
を円滑に行うことができるほか、海水取水管を布設する
際、無駄な余長分が生じないので経済的である。
Further, since the seawater intake pipe is drawn out from the laying vessel while being pressurized from the inside with a fluid, the seawater intake pipe is not crushed during the installation, and the seawater intake pipe can be laid smoothly. In addition, it is economical because there is no extra length when laying seawater intake pipes.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施形態を示すもので、海水取水管
を陸側の陸揚げ地点近傍に布設する状態の説明図であ
る。
FIG. 1 shows one embodiment of the present invention, and is an explanatory view of a state in which a seawater intake pipe is laid near a landing point on a land side.

【図2】上記の布設方法において、海水取水管を陸揚げ
地点側から海側の海底着座地点に向けて布設する状態の
説明図である。
FIG. 2 is an explanatory diagram showing a state in which a seawater intake pipe is laid from a landing point side to a seabed-side seating point on the sea side in the above laying method.

【図3】上記の布設方法において、海水取水管の取水口
を取り付けた取水口支持枠を海底着座地点まで沈降さ
せ、取水口を海底に着座させる状態の説明図である。
FIG. 3 is an explanatory view showing a state in which, in the above-described laying method, an intake support frame to which an intake of a seawater intake pipe is attached is settled to a seabed seating point, and the intake is seated on the seabed.

【図4】従来の海水取水管の布設方法を示すもので、
(イ)は海底着座地点における海水取水管の布設状態の
説明図、(ロ)は海底着座地点から陸揚げ地点に向けて
海水取水管を海水取水管を布設する状態の説明図であ
る。
FIG. 4 shows a conventional method of laying a seawater intake pipe,
(A) is an explanatory view of a laid state of a seawater intake pipe at a seabed seating point, and (B) is an explanatory view of a state of laying a seawater intake pipe from a seabed sitting point to a landing point.

【図5】従来の布設方法において、陸揚げ地点近傍にお
ける海水取水管の布設状態を示すもので、(イ)は陸揚
げ地点近傍まで布設船を航行させた状態の概略平面図、
(ロ)は(イ)の状態から布設船を180度Uターンさ
せて、海水取水管を陸揚げ地点まで布設する状態の概略
平面図である。
FIG. 5 is a schematic plan view showing a state in which a seawater intake pipe is laid in the vicinity of a landing point in a conventional laying method.
(B) is a schematic plan view of a state in which the laying ship is turned 180 degrees from the state of (A) to lay the seawater intake pipe to the landing point.

【符号の説明】[Explanation of symbols]

1 海水取水管 1A 取水口 1B 谷部分 1C 余長分 2 布設船 3 海底着座地点 3A 海上位置 4 取水口支持枠 5 ブレーキ装置 6 収納部 7 陸揚げ地点 7A 海上位置 8 ブイ 9 牽引ワイヤー 10 取水ピット 11 引込みワイヤー 12 取水口吊降しワイヤー 13 昇降機 DESCRIPTION OF SYMBOLS 1 Seawater intake pipe 1A Intake 1B Valley 1C Extra length 2 Laying ship 3 Sea bottom seating point 3A Offshore position 4 Intake port support frame 5 Brake device 6 Storage unit 7 Landing point 7A Offshore position 8 Buoy 9 Towing wire 10 Intake pit 11 Retraction wire 12 Intake port hanging wire 13 Elevator

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 海水取水管を陸側の陸揚げ地点と海側の
海底着座地点との間の海底に布設する海水取水管の布設
方法において、海水取水管を搭載した布設船を前記陸揚
げ地点近くの海上位置に停留させ、これより海水取水管
を内部から流体で加圧しながら陸揚げ地点まで繰り出し
て布設した後、布設船を陸側の前記海上位置から海側の
海底着座地点又はその近傍における海上位置まで航行さ
せると共に、これより海水取水管を同様に内部から流体
で加圧しながら繰り出して布設し、海側の前記海上位置
で、布設船より取り外した海水取水管の取水口側をその
取水口が開口した状態で海底着座地点まで沈降させて布
設し、その取水口を該地点の海底に着座させることを特
徴とする海水取水管の布設方法。
1. A method for laying a seawater intake pipe on a seabed between a landing point on the land side and a seabed seating point on the seaside, wherein the laying boat equipped with the seawater intake pipe is located near the landing point. And then laying out the seawater intake pipe from the inside to the landing point while pressurizing the seawater intake pipe with fluid from the inside, and then laying the laid ship from the land-side offshore position to the seaside seating point on the seaside or in the vicinity thereof. At the same time, the seawater intake pipe is similarly extended from the inside while being pressurized with fluid from the inside, and laid out. At the seaside position on the sea side, the intake side of the seawater intake pipe removed from the laid boat is used as its intake port. A method for laying a seawater intake pipe, comprising: sinking a seawater to a seabed seating point in a state where it is open, and laying the water intake port on the seabed at the point.
JP2001141115A 2001-05-11 2001-05-11 Seawater intake pipe laying method Expired - Fee Related JP3676253B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001141115A JP3676253B2 (en) 2001-05-11 2001-05-11 Seawater intake pipe laying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001141115A JP3676253B2 (en) 2001-05-11 2001-05-11 Seawater intake pipe laying method

Publications (2)

Publication Number Publication Date
JP2002340230A true JP2002340230A (en) 2002-11-27
JP3676253B2 JP3676253B2 (en) 2005-07-27

Family

ID=18987615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001141115A Expired - Fee Related JP3676253B2 (en) 2001-05-11 2001-05-11 Seawater intake pipe laying method

Country Status (1)

Country Link
JP (1) JP3676253B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
JP3676253B2 (en) 2005-07-27

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