JP2005121077A - Submarine pipe laying method - Google Patents

Submarine pipe laying method Download PDF

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JP2005121077A
JP2005121077A JP2003354779A JP2003354779A JP2005121077A JP 2005121077 A JP2005121077 A JP 2005121077A JP 2003354779 A JP2003354779 A JP 2003354779A JP 2003354779 A JP2003354779 A JP 2003354779A JP 2005121077 A JP2005121077 A JP 2005121077A
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pipe
laying
dredger
dps
submarine
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Setsuo Nishihara
節夫 西原
Atsushi Iwamoto
淳 岩本
Masahiko Sugano
雅彦 菅野
Kazuyuki Shinohara
和行 篠原
Masami Kanzaki
真美 神崎
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Nippon Steel Corp
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Nippon Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a submarine pipe laying method capable of efficiently executing the laying work without using anchors even in the very deep sea area, with respect to the submarine pipe laying method by a submarine towing method. <P>SOLUTION: In this submarine pipe towing method for laying pipe bodies connected on land or at a long pipe manufacturing yard on a salvage barge, at the bottom of the sea by towing out the pipe bodies to a sea side by a tug-boat positioned at the offing through launching equipment, the DPS tug-boat 4 equipped with GPS 12 and a propelling machinery 11 is placed at the offing, and moved along a laying line, while measuring a position of the tug-boat by the GPS 12 and keeping the DPS tug-boat 4 at a fixed position by the propelling machinery 11, to lay the submarine pipes such as intake pipes 2 while towing the pipes without anchoring the DPS tug-boat 4. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、離島給水や、石油・ガスを輸送する海底管を敷設する工法に関し、特に、海洋深層水の取水管のように大水深に海底管を敷設する場合に有利な、海底管の敷設工法に関する。   The present invention relates to a remote island water supply method and a construction method for constructing a submarine pipe for transporting oil and gas. In particular, the construction of a submarine pipe is advantageous when laying a submarine pipe at a large depth, such as a deep-sea water intake pipe. Concerning construction method.

従来の海底管の敷設工法の代表的なものは、(1)敷設船工法、(2)浮遊曳航法、(3)海底曳航法がある。これらの各工法については、「新日鐵の海底配管」発行:新日本製鐵株式会社(16頁〜25頁)に紹介されており、概要を示すと以下のとおりである。   Typical examples of conventional methods for laying submarine pipes are (1) laying method, (2) floating towing method, and (3) submarine towing method. Each of these methods is introduced in “Nippon Steel Submarine Piping” issued by Nippon Steel Corporation (pages 16 to 25). The outline is as follows.

(1)敷設船工法
短管を敷設船上で溶接しながら敷設船を移動して管を沈設する工法である。数十km〜数百kmの長大な海底配管の敷設に適したもので、石油・ガスの海底配管に多くの実績がある。作業能率を上げるために溶接、検査、防食等を多ステージとし、また、水中において適切な敷設曲線を得るためテンショナーやスティンガーを備えた専用敷設船を使用する。また、通常パイプ輸送船、タグボート、アンカーボートを加えた船団を組む。
(1) Laying ship method This is a construction method in which a pipe is moved by moving a laying ship while welding a short pipe on the laying ship. It is suitable for laying long submarine piping of several tens to several hundred km, and has a lot of experience in oil and gas submarine piping. In order to increase work efficiency, multiple stages of welding, inspection, anticorrosion, etc. are used, and in order to obtain an appropriate laying curve in the water, a dedicated laying ship equipped with a tensioner and stinger is used. In addition, a fleet with a normal pipe transport ship, tug boat, and anchor boat is formed.

(2)浮遊曳航法
短管を多数接続して長管としたものを敷設ラインの一方側の陸上または海上の台船上で接合し、水面上に浮上した状態で対岸または沖合の曳船で曳き出した後、水底に沈設する比較的小規模(数km)な海底管敷設に対して経済的な工法である。
(2) Floating tow method Long pipes connected by a number of short pipes are joined on land or on a marine carrier on one side of the laying line, and then levitated on the opposite shore or offshore towing on the surface of the water. After that, it is an economical method for laying a relatively small scale (several kilometers) submarine pipe that is submerged in the bottom of the water.

(3)海底曳航法
陸上または海上にアンカーした台船を長管製作ヤードとし、この長管製作ヤードにて10〜20mの短管を溶接接合して長管としながら、または隣接したヤードで製作した長管をガイドローラーを配置した進水設備を通して対岸ウインチまたは沖合に配置した曳船のウインチによって海底を曳航して敷設する工法である。
(3) Submarine towing method A long-boat production yard is used as a long pipe anchored on land or at sea, and a 10-20 m short pipe is welded and joined in this long pipe production yard to make a long pipe, or produced in an adjacent yard. This is a construction method in which the long pipe is towed and laid on the seabed with a winch on the opposite shore or by a dredger winch placed offshore through a launching facility with guide rollers.

この海底曳航法は、比較的簡単な設備で能率がよく施工でき、また、海底面に沿って曳航敷設するため、比較的気象海象条件に影響を受けることが少なく、航路内等船舶の往来が頻繁な所にも適用できる特徴がある。   This submarine tow method can be constructed efficiently with relatively simple equipment, and because it is towed along the bottom of the sea, it is relatively unaffected by meteorological conditions and the traffic of ships such as in the channel can be reduced. There is a feature that can be applied to frequent places.

また、海洋深層水の取水管敷設工法については、出願人が特開2003−194259号(特願2001−391065号)で出願している発明がある。この発明は前記海底曳航法に属するものであって、図4に示すように地上部の長尺管製作ヤード1で長尺化した取水管2をローラー3上を移動させて海底に進水し、取水管先端に取付けた曳航索5を沖合の作業船14に設置したウインチ15で巻き取って海洋深層水取水深度(200m以深)の大深水まで取水管を敷設する。また、管先端2aを海底面7から所定の高さに保持するためにフレーム6を設けると共に、管先端2aに仮装着した止水蓋10を遠隔操作によって離脱するものである。   In addition, there is an invention filed by the applicant in Japanese Patent Application Laid-Open No. 2003-194259 (Japanese Patent Application No. 2001-391065) regarding a method of laying a deep-sea water intake pipe. The present invention belongs to the seabed towing method, and as shown in FIG. 4, the intake pipe 2 elongated in the long pipe production yard 1 on the ground is moved on the roller 3 and launched to the seabed. Then, the towline 5 attached to the tip of the intake pipe is wound up by the winch 15 installed on the offshore work ship 14 and the intake pipe is laid down to deep water at a deep ocean water intake depth (200 m or deeper). In addition, a frame 6 is provided to hold the tube tip 2a at a predetermined height from the sea bottom surface 7, and the water stop lid 10 temporarily attached to the tube tip 2a is removed by remote control.

前記の取水管敷設に際しては、作業船14からアンカーワイヤ15を海底面7に降ろして該作業船14を定位置に停止させて敷設作業をしている。
新日本製鐵株式会社発行の冊子「新日鐵な海底配管」(16頁〜25頁) 特開2003−194259号公報
At the time of laying the intake pipe, the anchor wire 15 is lowered from the work ship 14 to the sea bottom surface 7 and the work ship 14 is stopped at a fixed position for laying work.
Booklet published by Nippon Steel Co., Ltd. “Nippon Steel Submarine Piping” (pages 16-25) JP 2003-194259 A

前記従来技術において、(1)敷設船工法は、12mまたは24m程度の短尺のパイプを敷設船上で溶接接合しながら敷設するため能率が悪く、能率を上げるために溶接ステージを多数設けると設備コストが高額になる課題があった。また、敷設船の他にタグボート、アンカーボート等の船団を組む必要があり、大掛かりな作業編成となる。   In the prior art, (1) the laying method is not efficient because a short pipe of about 12 m or 24 m is laid while being welded on the laying ship, and if a large number of welding stages are provided to increase efficiency, the equipment cost is low. There was a problem that would be expensive. Moreover, it is necessary to assemble a fleet such as a tug boat and an anchor boat in addition to the laying ship, which is a large-scale work organization.

(2)浮遊曳航法は、長管にしたものを接合するため現地作業の能率はよいが、施工にあたっては、船舶の往来を制限する必要があり、船舶の往来が多い航路を横断するルートには適用できない課題があった。また敷設作業にあっては、比較的静穏な気象海象条件を必要とする。  (2) The floating towing method is effective for field work because it joins the long pipes, but it is necessary to restrict the traffic of the ship in the construction, and the route crosses the route where there are many traffic of the ship. There were issues that could not be applied. In laying work, relatively calm weather and sea conditions are required.

(3)海底曳航法は、前記の如き欠点はなく比較的有利な工法であるが、沖合に配置した曳船を使用して敷設する場合、敷設水深が深いと曳船の位置保持に課題があった。すなわち、従来の曳船による長管の曳き出しにおいては、図4に示すように海底に錨でアンカーした曳船に搭載したウインチから繰り出される曳航索を巻き取って管体を曳航して敷設しているため、水深が深いとアンカーの効きが悪く船体の位置保持精度が悪くなると共に、管体に曳き出し力を作用させた際の反力が不足したり、アンカーワイヤのカテナリー形状が変化して船体が移動するため管体に与える張力の制御が難しくなる等の課題があった。  (3) The submarine towing method is a relatively advantageous method without the disadvantages described above. However, when laying using a dredger placed offshore, there is a problem in maintaining the position of the dredger if the laying water depth is deep. . In other words, in the conventional method of drawing a long pipe with a dredger, as shown in FIG. 4, the pipe body is towed and laid by winding a towing line fed from a winch mounted on a dredger anchored with a dredger on the seabed. Therefore, if the water depth is deep, the anchor will not be effective and the hull position will not be maintained accurately, and the reaction force when the piercing force is applied to the pipe will be insufficient or the catenary shape of the anchor wire will change. Because of the movement, there is a problem that it is difficult to control the tension applied to the tube body.

また、敷設水深がそれ程深くない場合においても、敷設延長距離が長くなると曳航索(ワイヤロープ)の自重が大きくなり、海底面との摩擦抵抗が増大するため大きな曳き出し力が必要になるため、大規模なウインチとアンカー設備を備えるか、または、敷設延長距離を短くするために頻繁に曳船のアンカー打ち替えを行う課題があった。   In addition, even when the laying water depth is not so deep, if the laying extension distance becomes long, the weight of the towline (wire rope) will increase, and the frictional resistance with the sea floor will increase, so a large pulling force will be required. There is a problem of frequently changing anchors of dredgers in order to provide a large-scale winch and anchor equipment or to shorten the laying extension distance.

本発明は、海底曳航法による海底管敷設工法において、アンカーを使用しないで、しかも、大深水海域においても能率よく施工可能な海底管敷設工法を提供することを目的とする。
An object of the present invention is to provide a submarine pipe laying method that can be efficiently constructed even in a large deep water area without using an anchor in a submarine pipe laying method by a submarine towing method.

前記の目的を達成するため、本発明は次のように構成する。   In order to achieve the above object, the present invention is configured as follows.

第1の発明は、陸上または台船上の長管製作ヤードで継ぎ足される管体を、進水設備を介して沖合に配置した曳船によって海側に曳き出して海底に敷設する海底管曳航法において、GPSと推進機を装備したDPS曳船を沖合に配置し、前記GPSにて曳船位置を測位しながら前記推進機で曳船を定位置に保持または敷設ラインに沿って移動し、曳船をアンカーしないで海底管を曳き出し敷設することを特徴とする。   The first invention relates to a submarine pipe towing method in which a pipe added in a long pipe production yard on land or on a base boat is laid out on the sea floor by drawing out to the sea side by a dredger placed offshore through a launching facility. A DPS dredger equipped with GPS and a propulsion device is placed offshore, and the dredger position is held by the propulsion device while moving the dredger position in place while positioning the dredger position with the GPS. It is characterized by laying and laying a pipe.

第2の発明は、第1の発明において、GPSと推進機を装備したDPS曳船の船尾に備えたウインチから繰り出される曳航索を管体の先端に連結し、DPS曳船を沖合の敷設ライン上の同一場所に位置保持し、ウインチ操作によって管体を曳き出すことを特徴とする。   According to a second invention, in the first invention, a towline fed from a winch provided at the stern of a DPS dredger equipped with GPS and a propulsion device is connected to the tip of the tubular body, and the DPS dredger is connected to an offshore laying line. It is characterized by holding the position in the same place and rolling out the pipe body by a winch operation.

第3の発明は、第1の発明において、GPSと推進機を装備したDPS曳船の船尾に連結した曳航索を管体の先端に連結し、曳航船を沖合の敷設ラインに沿って移動しながら管体を曳き出すことを特徴とする。   According to a third invention, in the first invention, a towline connected to the stern of a DPS tow ship equipped with GPS and a propulsion device is connected to the tip of the tubular body, and the tow ship is moved along an offshore laying line. It is characterized by rolling out the tube.

第4の発明は、第1の発明において、GPSと推進機を装備したDPS曳船の船尾に備えたウインチから繰り出される曳航索を管体の先端に連結し、曳航索を解きながらDPS曳船を沖合の敷設ラインに沿って移動し、所定位置に停止して位置保持しながら、ウインチ操作によって管体を曳き出すことを繰り返して管体を敷設延長することを特徴とする。
The fourth invention is the first invention, in which the DPS dredger is connected to the tip of the tubular body while unwinding the DPS dredger offshore with the winch provided at the stern of the DPS dredger equipped with GPS and propulsion equipment offshore. The pipe body is laid and extended by repeatedly rolling out the pipe body by a winch operation while moving along the laying line, and stopping at a predetermined position and holding the position.

本発明によると、陸上または台船上の長管製作ヤードで継ぎ足される管体を、進水設備を介して沖合に配置した曳船によって海側に曳き出し海底に敷設する海底管曳航法において、GPSと水深機を装備したDPS曳船を沖合に配置し、GPSにて曳船位置を計測しながら推進機で曳船を定置に保持し、または敷設ラインに沿って移動しながら海底管を曳き出し敷設する工法である。従って、曳船をアンカーしないため、従来の敷設船工法で課題であった大水深の海域においてアンカーの効きが悪く、船体の位置保持精度が悪くなると共に、管体に曳き出し力を作用させた際の反力が不足したり、アンカーワイヤのカテナリー形状が変化して船体が移動するため管体に与える張力の制御が難しくなる等の問題を解消できる。   According to the present invention, in a submarine pipe towing method, a pipe added in a long pipe production yard on land or on a base boat is drawn out to the sea side by a dredger placed offshore via a launching facility and laid on the seabed. A DPS dredger equipped with a water depth machine is placed offshore and the dredger is held in place with a propulsion unit while measuring the dredger position with GPS, or the submarine pipe is spread and laid while moving along the laying line. is there. Therefore, since the dredger is not anchored, the anchor does not work well in the deep waters, which has been a problem with the conventional laying method, and the accuracy of the hull position is deteriorated. It is possible to solve problems such as that the reaction force is insufficient, and that the catenary shape of the anchor wire changes and the hull moves, making it difficult to control the tension applied to the tube.

また、第2の発明によると、DPS曳船をGSPと推進機を用いて沖合の所定位置に保持し、船尾に装備したウインチによって管体を曳き出し操作するため、管体の曳き出し操作を操作性(応答性)よく行うことができる。   In addition, according to the second invention, the DPS dredger is held at a predetermined position offshore by using a GSP and a propulsion device, and the tubular body is operated by the winch equipped on the stern. It can be performed with good responsiveness.

また、第3の発明によると、管体を先端に連結した曳航索を直接DPS曳船に連結すればよいため曳航索の長さを短くできる。従って、長尺の曳航索を用いないため、曳航索材料を節減できると共に、海底管敷設時の曳航索の摩擦抵抗を著しく低減できる等の面で長尺敷設延長に有利である。   According to the third invention, the length of the towline can be shortened because the towline having the tube connected to the tip thereof may be directly connected to the DPS dredger. Therefore, since a long towline is not used, the towline material can be saved and the frictional resistance of the towline at the time of laying a submarine pipe can be significantly reduced.

さらに、第4の発明によると、DPS曳船のウインチに巻き取った管体の曳航索を、解きながらDPS曳船を敷設ライン方向に距離移動し、所定位置に停止してGPSで測位して推進機によって位置保持しながら、ウインチ操作によって管体を曳き出し敷設する作業を繰り返す敷設方法であるため曳航索の長さ比較的短くできる。これにより敷設延長が長距離に及ぶ海底管敷設に適用すると曳航索材料を節減できると共に、海底管敷設時の曳航索の摩擦抵抗を著しく低減できる等の面で有利である。また、管体の曳き出し操作を曳船に較べて操作性(応答性)に優れたウインチを用いているため敷設作業が容易にできる。
Further, according to the fourth aspect of the present invention, while unwinding the towing line of the pipe wound around the winch of the DPS dredger, the DPS dredger is moved a distance in the direction of the laying line, stopped at a predetermined position, measured by GPS, and the propulsion unit The length of the towing line can be made relatively short because the laying method repeats the work of rolling out and laying the pipe body by the winch operation while maintaining the position. Thus, when the laying extension is applied to a submarine pipe laying over a long distance, the towline material can be saved and the frictional resistance of the towline at the time of laying the submarine pipe can be advantageously reduced. Moreover, since the winching operation of the pipe body is superior in operability (responsiveness) compared to dredgers, laying work can be facilitated.

次に本発明を図示の実施形態に基づいて詳細に説明する。   Next, the present invention will be described in detail based on the illustrated embodiment.

図1、図2は、本発明の実施形態1を示すものであって、海洋深層水の取水管を海底に敷設する工法に本発明を適用した側面図と平面図である。   1 and 2 show a first embodiment of the present invention, and are a side view and a plan view in which the present invention is applied to a construction method in which a deep-sea water intake pipe is laid on the seabed.

陸上の長管製作ヤード1にて約12mの短管(単管)2aを複数本直列に溶接接続し長尺化して長管とした取水管2を、複数のローラー3を海側に向けて斜めに配置した進水設備の各ローラー3上に載せる。前記取水管2の先端連結部2cには沖合に配置したDPS曳船4に搭載したウインチ8から繰り出した曳航索5の端部が連結具13を介して連結されている。取水管2の先端に取り付けられているフレーム6は、海底面7から所定高さで取水するためのものである。取水管2は水中重量を軽減するため先端に止水蓋を取り付けて管内をドライ状態で敷設するが、敷設完了後に先端取水口の止水蓋を離脱しなければならない。しかし、海洋深層水の取水管は取水口が200m以深の大水深となるため、通常のダイバー作業が出来ないため、取水管2の先端には敷設完了後、地上にて取水管内に注水・加圧して遠隔操作で離脱する仮蓋10が装着されている   In the long tube production yard 1 on land, a plurality of short pipes (single pipes) 2a of about 12 m are connected in series, and the intake pipe 2 is made into a long pipe by making it long, and a plurality of rollers 3 are directed to the sea side. It is placed on each roller 3 of the launching facility arranged diagonally. The end portion of the towline 5 fed from the winch 8 mounted on the DPS dredger 4 disposed offshore is connected to the tip connecting portion 2 c of the intake pipe 2 via a connector 13. The frame 6 attached to the tip of the intake pipe 2 is for taking water at a predetermined height from the sea bottom 7. In order to reduce the weight in water, the water intake pipe 2 is attached with a water stop lid at the tip and laid in a dry state. However, after the laying is completed, the water stop cover at the tip water intake must be removed. However, since the intake pipe of the deep sea water has a large water depth of 200m or more, normal diver work is not possible. After laying is completed at the tip of the intake pipe 2, water is poured into the intake pipe on the ground. Temporary lid 10 that is pressed and removed by remote operation is mounted

前記取水管2の敷設作業に際し、従来の敷設作業では曳船(作業船)をアンカーを用いて定位置に停船して作業していたため、アンカーワイヤのカテナリー形状の変化により船体が移動するため管体に与える張力の制御が難しくなる問題があったが、本発明はこの点を改良するものである。   In laying the intake pipe 2, the conventional laying work was performed by stopping the dredger (work ship) at a fixed position using an anchor, so that the hull moves due to the change in the catenary shape of the anchor wire. However, the present invention improves this point.

すなわち、本発明においては、取水管2を曳き出すDPS曳船4はGPS12と推進機11を装備している。DPS(ダイナミックポジショニングシステム)は、人工衛星12aを利用してリアルタイムに船位置(経度、緯度)を測位するGPS(グローバルポジショニングシステム)12と、船体の推進方向を360度自由に制御する推進機11によって船位置をGPS12によって測位・確認しながら、該推進機11で曳船を制御し自動的に定点保持するものである。図の12bは、人工衛星12aからの電波を受信するGPSアンテナである。   That is, in the present invention, the DPS dredger 4 that draws out the intake pipe 2 is equipped with the GPS 12 and the propulsion device 11. A DPS (Dynamic Positioning System) uses a GPS (Global Positioning System) 12 that measures a ship position (longitude, latitude) in real time using an artificial satellite 12a, and a propulsion unit 11 that freely controls the propulsion direction of the hull 360 degrees. While the ship position is measured and confirmed by the GPS 12, the dredger is controlled by the propulsion unit 11 and automatically held at a fixed point. 12b in the figure is a GPS antenna that receives radio waves from the artificial satellite 12a.

前記推進機は、推進方向をコントロール可能な前記の推進機(スラスター)11を船体の舷側船底部に複数備える。図2に示すDPS曳船4は、船首・船尾の舷側に各1機の推進機11を設けた例である。   The propulsion device includes a plurality of the propulsion devices (thrusters) 11 capable of controlling the propulsion direction at the bottom side ship bottom of the hull. The DPS dredger 4 shown in FIG. 2 is an example in which one propulsion device 11 is provided on the bow / stern side.

前記DPS曳船4は、予め定められた取水管2の敷設ルートの指定座標(経度、緯度)をインプットして推進機11を駆動するもので、これによりDPS曳船4は指定された座標位置に移動してその位置を自動的に保持することが出来る。座標の入力は、予めプログラムしたものを使用したり、キーボードからインプットするか、またはジョイスティックによって操船することが出来る。   The DPS dredger 4 inputs the designated coordinates (longitude, latitude) of the laying route of the intake pipe 2 determined in advance and drives the propulsion unit 11, whereby the DPS dredger 4 moves to the designated coordinate position. The position can be automatically held. Coordinates can be input using pre-programmed data, input from a keyboard, or maneuvered with a joystick.

取水管2の曳き出し敷設は、前記DPS曳船4を沖合の同一場所に保持した状態で取水管2の先端に連結した曳航索5をDPS曳船4上のウインチ8に巻き取り、ウインチ操作によって取水管2の曳き出し敷設を行うことが出来る。(図1の点線は取水管2の敷設途中の曳航索状態を示す)   To draw out the intake pipe 2, the towline 5 connected to the tip of the intake pipe 2 is wound around the winch 8 on the DPS dredger 4 while the DPS dredger 4 is held in the same place offshore, and is taken by winch operation. The water pipe 2 can be laid out and laid. (The dotted line in FIG. 1 indicates the towing state during the laying of the intake pipe 2)

前記ウインチ8として、設定張力を可変可能なテンションウインチを使用すると曳航索5に一定張力を常に与えた状態で取水管2を敷設できるため、荒天時の船体動揺や不測の事態が起きても曳航索5および取水管(海底管)に過大な張力が生じるのを防止できる。   If a tension winch capable of changing the set tension is used as the winch 8, the intake pipe 2 can be laid with a constant tension applied to the towline 5 at all times. It is possible to prevent excessive tension from being generated in the cable 5 and the intake pipe (submarine pipe).

また、前記DPS曳船4を用いて海底管を敷設する手段として、図3に示す方法がある。この敷設方法は、取水管2の先端連結部2cを曳航索5でDPS曳船4に連結し、図3の点線から実線に示すように船体を取水管2の敷設ラインに向けてGPS12で測位しながら推進機11によってDPS曳船4を移動するものである。   As a means for laying a submarine pipe using the DPS dredger 4, there is a method shown in FIG. In this laying method, the tip connecting portion 2c of the intake pipe 2 is connected to the DPS dredger 4 by the towline 5, and the hull is positioned by the GPS 12 toward the laying line of the intake pipe 2 as shown by the solid line from the dotted line in FIG. However, the DPS dredger 4 is moved by the propulsion unit 11.

この敷設方法では、取水管2の先端に連結した曳航索5を直接DPS曳船4に連結すればよいため、曳航索5の長さを短くできること、及び海底管敷設時の曳航索5の摩擦抵抗を著しく低減できる等の面で長距離の敷設延長に有利である。   In this laying method, it is only necessary to directly connect the towline 5 connected to the tip of the intake pipe 2 to the DPS dredger 4, so that the length of the towline 5 can be shortened, and the frictional resistance of the towline 5 when the submarine pipe is laid. This is advantageous in extending the laying over a long distance in terms of being able to remarkably reduce the distance.

また、DPS曳船4のウインチ8に巻き取った管体の曳航索5を、解きながらDPS曳船4を敷設ライン方向に移動し、所定位置に停止してGPS12で測位して推進機11によって位置保持しながらウインチ操作によって管体を曳き出し敷設する作業を繰り返して敷設延長してもよい。   In addition, the pipe towing line 5 wound around the winch 8 of the DPS dredger 4 is unwound and the DPS dredger 4 is moved in the direction of the laying line, stopped at a predetermined position, measured by the GPS 12, and held by the propulsion unit 11. However, it is also possible to repeat the work of rolling out and laying the tube by a winch operation to extend the laying.

この敷設方法は曳航索5の長さを短くできるため、敷設延長が長距離に及ぶ海底敷設管に適用すると曳航索材料を節減できると共に、海底管敷設時の曳航索5の摩擦抵抗を著しく低減できる等の面で有利である。また、管体の曳き出し操作を操作性(応答性)に優れたウインチを用いているため敷設作業が容易にできる。
This laying method can shorten the length of the towline 5, so when applied to a submarine laying pipe whose laying extension extends over a long distance, the towline material can be saved and the frictional resistance of the towline 5 when laying the submarine pipe is significantly reduced. This is advantageous in that it can be done. In addition, since a winch that is excellent in operability (responsiveness) is used for the tube-out operation, laying work can be facilitated.

本発明の実施形態1に係る海底管敷設工法を実施する態様を示す説明図である。It is explanatory drawing which shows the aspect which enforces the submarine pipe laying construction method which concerns on Embodiment 1 of this invention. 図1の平面図である。It is a top view of FIG. 本発明の実施形態2に係る海底管敷設工法を実施する態様を示す説明図である。It is explanatory drawing which shows the aspect which enforces the submarine pipe laying construction method which concerns on Embodiment 2 of this invention. 従来技術の大深水における海底管敷設工法の態様を示す説明図である。It is explanatory drawing which shows the aspect of the submarine pipe laying construction method in the deep water of a prior art.

符号の説明Explanation of symbols

1 長管製作ヤード
2 取水管
2a 取水管の短管
2b 取水管の先端
2c 取水管の先端連結部
3 ローラー
4 DPS曳船
5 曳航索
6 フレーム
7 海底面
8 ウインチ
10 仮蓋
11 推進機
12 GPS
12a 人工衛星
12b GPSアンテナ
13 連結具
14 作業船
15 アンカーワイヤ
DESCRIPTION OF SYMBOLS 1 Long pipe production yard 2 Intake pipe 2a Intake pipe short pipe 2b Intake pipe tip 2c Intake pipe tip connection part 3 Roller 4 DPS dredger 5 Towing rope 6 Frame 7 Sea bottom 8 Winch 10 Temporary lid 11 Propulsion machine 12 GPS
12a Artificial satellite 12b GPS antenna 13 Connector 14 Work ship 15 Anchor wire

Claims (4)

陸上または台船上の長管製作ヤードで継ぎ足される管体を、進水設備を介して沖合に配置した曳船によって海側に曳き出して海底に敷設する海底管曳航法において、GPSと推進機を装備したDPS曳船を沖合に配置し、前記GPSにて曳船位置を測位しながら前記推進機で曳船を定位置に保持または敷設ラインに沿って移動し、曳船をアンカーしないで海底管を曳き出し敷設することを特徴とする海底管敷設工法。   GPS and propulsion equipment are installed in the submarine pipe towing method where pipes added on the long pipe production yard on land or on a trolley are laid out on the ocean floor by dredging offshore via a launching facility. Place the DPS dredger offshore, hold the dredger at a fixed position with the propulsion device while moving the dredger position with the GPS or move along the laying line, and lay out the submarine pipe without anchoring the dredger Submarine pipe laying construction method characterized by this. GPSと推進機を装備したDPS曳船の船尾に備えたウインチから繰り出される曳航索を管体の先端に連結し、DPS曳船を沖合の敷設ライン上の同一場所に位置保持し、ウインチ操作によって管体を曳き出すことを特徴とする請求項1記載の海底管敷設工法。   A towline that is fed from a winch at the stern of a DPS dredger equipped with GPS and a propulsion unit is connected to the tip of the pipe, and the DPS dredger is held at the same location on the offshore laying line. The submarine pipe laying method according to claim 1, wherein GPSと推進機を装備したDPS曳船の船尾に連結した曳航索を管体の先端に連結し、曳航船を沖合の敷設ラインに沿って移動しながら管体を曳き出すことを特徴とする請求項1記載の海底管敷設工法。   A towline connected to the stern of a DPS charter equipped with GPS and a propulsion unit is connected to the tip of the pipe, and the pipe is spun out while moving the towed ship along an offshore laying line. 1. Submarine pipe laying method according to 1. GPSと推進機を装備したDPS曳船の船尾に備えたウインチから繰り出される曳航索を管体の先端に連結し、曳航索を解きながらDPS曳船を沖合の敷設ラインに沿って移動し、所定位置に停止して位置保持しながら、ウインチ操作によって管体を曳き出すことを繰り返して管体を敷設延長することを特徴とする請求項1記載の海底管敷設工法。   Connect the towing line that is fed from the winch at the stern of the DPS dredger equipped with GPS and propulsion equipment to the tip of the pipe, move the DPS dredger along the offshore laying line while unraveling the tow line, and put it in place 2. The submarine pipe laying method according to claim 1, wherein the pipe body is laid and extended by repeatedly rolling out the pipe body by a winch operation while stopping and holding the position.
JP2003354779A 2003-10-15 2003-10-15 Submarine pipe laying method Pending JP2005121077A (en)

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Cited By (12)

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KR100670120B1 (en) 2005-10-07 2007-01-16 쌍용건설 주식회사 Method for laying submarine pipeline
KR100901503B1 (en) 2009-03-13 2009-06-08 박한기 Towing method of submarine pipeline
WO2009094739A1 (en) * 2008-02-01 2009-08-06 Subsea Integrity Engenharia E Projetos Ltda Procedure for descent of equipment to bottom of sea
KR101394523B1 (en) * 2011-12-22 2014-05-14 한국해양과학기술원 Riser assembly and riser assembly apparatus
KR101433102B1 (en) 2013-03-28 2014-08-22 대우조선해양 주식회사 Dynamic positioning system considering tenstion of cable and dynamic positioning method of the same
KR101497650B1 (en) * 2013-08-23 2015-03-03 삼성중공업 주식회사 Methods for installing submarine pipeline
GB2539450A (en) * 2015-06-16 2016-12-21 Magma Global Ltd Offshore pipe deployment method and apparatus
CN108216544A (en) * 2018-01-16 2018-06-29 中国科学院南京地理与湖泊研究所 A kind of traction running gear and underwater anchor chain straight line distribution method
KR20190033343A (en) * 2017-09-21 2019-03-29 (주)부성 Deep seawater intake method
CN111577978A (en) * 2020-05-29 2020-08-25 中国二十二冶集团有限公司 Longitudinal rotation-borrowing installation method for nodular cast iron pipe passing through river channel
WO2021219998A1 (en) 2020-04-29 2021-11-04 Subsea 7 Limited Pulling structures into water
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100670120B1 (en) 2005-10-07 2007-01-16 쌍용건설 주식회사 Method for laying submarine pipeline
WO2009094739A1 (en) * 2008-02-01 2009-08-06 Subsea Integrity Engenharia E Projetos Ltda Procedure for descent of equipment to bottom of sea
KR100901503B1 (en) 2009-03-13 2009-06-08 박한기 Towing method of submarine pipeline
KR101394523B1 (en) * 2011-12-22 2014-05-14 한국해양과학기술원 Riser assembly and riser assembly apparatus
KR101433102B1 (en) 2013-03-28 2014-08-22 대우조선해양 주식회사 Dynamic positioning system considering tenstion of cable and dynamic positioning method of the same
KR101497650B1 (en) * 2013-08-23 2015-03-03 삼성중공업 주식회사 Methods for installing submarine pipeline
GB2539450A (en) * 2015-06-16 2016-12-21 Magma Global Ltd Offshore pipe deployment method and apparatus
KR20190033343A (en) * 2017-09-21 2019-03-29 (주)부성 Deep seawater intake method
KR102022999B1 (en) * 2017-09-21 2019-09-19 (주)우진건설 Deep seawater intake method
CN108216544A (en) * 2018-01-16 2018-06-29 中国科学院南京地理与湖泊研究所 A kind of traction running gear and underwater anchor chain straight line distribution method
CN108216544B (en) * 2018-01-16 2023-08-22 中国科学院南京地理与湖泊研究所 Traction traveling system and underwater anchor chain linear layout method
WO2021219998A1 (en) 2020-04-29 2021-11-04 Subsea 7 Limited Pulling structures into water
GB2594707A (en) * 2020-04-29 2021-11-10 Subsea 7 Ltd Pulling Structures into Water
GB2594707B (en) * 2020-04-29 2022-10-05 Subsea 7 Ltd Pulling structures into water
CN111577978A (en) * 2020-05-29 2020-08-25 中国二十二冶集团有限公司 Longitudinal rotation-borrowing installation method for nodular cast iron pipe passing through river channel
CN111577978B (en) * 2020-05-29 2021-07-09 中国二十二冶集团有限公司 Longitudinal rotation-borrowing installation method for nodular cast iron pipe passing through river channel
CN113790311A (en) * 2021-09-02 2021-12-14 海洋石油工程股份有限公司 Submarine pipeline underwater guiding back-dragging initial laying construction method

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