JPS6147754B2 - - Google Patents

Info

Publication number
JPS6147754B2
JPS6147754B2 JP18362281A JP18362281A JPS6147754B2 JP S6147754 B2 JPS6147754 B2 JP S6147754B2 JP 18362281 A JP18362281 A JP 18362281A JP 18362281 A JP18362281 A JP 18362281A JP S6147754 B2 JPS6147754 B2 JP S6147754B2
Authority
JP
Japan
Prior art keywords
marine structure
deck
opening
launching
buoyancy
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
Application number
JP18362281A
Other languages
Japanese (ja)
Other versions
JPS5886209A (en
Inventor
Ryuichi Gohisa
Takahisa Inaba
Akinori Nakao
Tokuo Fujita
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.)
JFE Engineering Corp
Original Assignee
Nippon Kokan 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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP18362281A priority Critical patent/JPS5886209A/en
Publication of JPS5886209A publication Critical patent/JPS5886209A/en
Publication of JPS6147754B2 publication Critical patent/JPS6147754B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は、下方に開口部を有する中空部を甲板
下中央に形成するように甲板下周囲に浮力部を構
成したダブルスカート型の海洋構造物の進水方法
及び該方法を実施する装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for launching a double-skirt type marine structure in which a buoyancy section is constructed around the underside of the deck so that a hollow section having a downward opening is formed at the center under the deck, and It relates to an apparatus for carrying out the method.

石油掘削用リグ等の下方に開口部を有する中空
部を甲板下中央に形成したタイプの海洋構造物は
ドラフトが大になる。従つて、このような海洋構
造物をこのまま現有のドツクで進水させようとし
ても充分な浮力が発生せず、進水が困難である。
そこで、このような海洋構造物の進水方法として
従来からいくつかの方法が提案されている。ま
ず、1つの方法として海洋構造物のドラフトより
も水深の深いドツクを建設し、そこで海洋構造物
を建造後、浮かせ進水させる方法がある。また他
の方法として海上構造物に進水用浮力タンクを取
り付けて浮力を増加させるか、バージ上で海上構
造物を建造してバージの浮力を利用して進水させ
る方法がある。
Offshore structures such as oil drilling rigs that have a hollow section below the deck with an opening at the bottom have a large draft. Therefore, even if an attempt is made to launch such an offshore structure using the existing dock, sufficient buoyancy will not be generated, making it difficult to launch.
Therefore, several methods have been proposed for launching such marine structures. First, one method is to construct a dock deeper than the draft of the marine structure, and after constructing the marine structure there, float it and launch it. Other methods include attaching a buoyancy tank for launching to an offshore structure to increase its buoyancy, or constructing an offshore structure on a barge and launching it using the buoyancy of the barge.

しかし、前者の方法にあつてはドツクの建設費
として莫大な費用がかかり、また後者の方法にあ
つても多くの費用がかかることはもちろんである
が、更に進水用浮力タンク又はバージの取り外し
の際に海洋構造物が不安定な挙動をして危険であ
り、また海洋構造物を進水用浮力タンク、バージ
に取り付けるには多数の治具を必要とし、その取
り付け、取り外しの作業に多くの人手を要すると
いう欠点がある。
However, the former method requires a huge amount of cost for the construction of the dock, and the latter method also requires a large amount of cost, as well as the removal of the launching buoyancy tank or barge. During this process, the offshore structure behaves unstable and is dangerous.In addition, a large number of jigs are required to attach the offshore structure to the buoyancy tank for launching and to the barge, and the work of attaching and detaching it requires a lot of work. The disadvantage is that it requires a lot of manpower.

本発明は、上記従来の欠点を解消するもので、
下方に開口部を有する中空部を甲板下中央に形成
するように甲板下周囲に浮力部を構成したダブル
スカート型の海洋構造物について、開口部を盲板
で閉塞して中空部を浮力室とし、これにより海上
構造物のドラフトを小さくして現有のドツクでも
海洋構造物を進水させるようにした海洋構造物の
進水方法及びこの方法を実施する装置を提供する
ことを目的とする。
The present invention solves the above-mentioned conventional drawbacks,
For double-skirt marine structures that have a buoyancy section around the underside of the deck, with a hollow section with an opening at the bottom formed in the center below the deck, the opening is closed with a blind plate and the hollow section is used as a buoyancy chamber. It is an object of the present invention to provide a method for launching a marine structure, thereby reducing the draft of the marine structure so that the marine structure can be launched even from existing docks, and an apparatus for implementing this method.

本発明の1つは、下方に開口部を有する中空部
を甲板下中央に形成するように甲板下周囲に浮力
部を構成したダブルスカート型の海洋構造物の進
水方法であつて、前記開口部を閉塞した後、ドツ
ク内に注水して海洋構造物を浮上させて進水させ
る方法の発明であり、もう1つの発明は、前記方
法の発明の実施に直接使用する装置の発明であつ
て、この装置は、上記海洋構造物の進水装置であ
つて、前記開口部を閉塞するための盲板の周囲に
パツキンを設け、更に注水バルブと注排水可能な
浮力タンクを該盲板に取り付けたものから成るも
のである。
One aspect of the present invention is a method for launching a double-skirt type marine structure in which a buoyancy section is configured around the under-deck so that a hollow section having an opening at the bottom is formed at the center under the deck, This is an invention of a method for surfacing and launching a marine structure by injecting water into the dock after blocking the dock, and another invention is an invention of an apparatus directly used for carrying out the invention of the method. , this device is a launching device for the above-mentioned marine structure, in which a gasket is provided around a blind plate for closing the opening, and a water injection valve and a buoyancy tank capable of filling and discharging water are further attached to the blind plate. It is made up of things.

以下、本発明の一実施例を図面に基づいて説明
する。
Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図において、1は下方に開口部2を有する
中空部3を甲板4下中央に形成するように甲板4
下周囲に浮力部5を構成したダブルスカート型の
海洋構造物である。第2図において6は前記海洋
構造物1の開口部2を閉塞するための盲板で、該
盲板6の周囲に盲板6と開口部2との隙間を密閉
するためのパツキン7を設け、更に盲板6を、開
口部2から取り除く際に、中空部3に形成した浮
力室3′に注水するために用いる注水バルブ8
と、盲板6を浮上回収するために用いる浮力タン
ク9とを該盲板6に取り付け、必要に応じ沈降位
置を表示するために用いるブイ10を浮力タンク
9に繋ぎ、本発明進水装置11を構成する。ここ
で、盲板6の大きさ及び形状は海洋構造物1の底
部12の開口部2に対応させ、該開口部2よりや
や大きく形成する。パツキン7は盲板6が開口部
2と接する部分に設ける。注水バルブ8はバルブ
13とパイプ14とから構成し、該注水バルブ8
はパイプ14が盲板6を下方に貫通するように盲
板6に取り付ける。浮力タンク9は盲板6を浮上
回収させるに足る浮力を有する容積のタンクを用
いる。ブイ10は中空のボールを用い、浮力タン
ク9に取り付ける。ブイ10と浮力タンク9とは
ブイ10を介して浮力タンク9内に圧縮空気を送
ることができるようにフレキシブルホース15で
繋いでおくかまたはフレキシブルホース15は別
途に設けてもよい。浮力タンク9には、フレキシ
ブルホース15を通じて送られてきた圧縮空気に
よつて、その浮力タンク9内に入つていた水を排
出することができるように排水管16を取り付け
ておく。
In FIG. 1, 1 is a deck 4 so as to form a hollow part 3 having an opening 2 at the bottom in the center of the lower part of the deck 4.
It is a double-skirt marine structure with a buoyancy section 5 around its lower periphery. In FIG. 2, 6 is a blind plate for closing the opening 2 of the marine structure 1, and a gasket 7 is provided around the blind plate 6 to seal the gap between the blind plate 6 and the opening 2. Furthermore, when removing the blind plate 6 from the opening 2, a water injection valve 8 is used to inject water into the buoyancy chamber 3' formed in the hollow part 3.
and a buoyancy tank 9 used for floating and recovering the blind plate 6 are attached to the blind plate 6, and a buoy 10 used for displaying the sinking position is connected to the buoyancy tank 9 as necessary, and the launching device 11 of the present invention is installed. Configure. Here, the size and shape of the blind plate 6 corresponds to the opening 2 of the bottom 12 of the marine structure 1, and is formed slightly larger than the opening 2. The gasket 7 is provided at a portion where the blind plate 6 contacts the opening 2. The water injection valve 8 is composed of a valve 13 and a pipe 14.
is attached to the blind plate 6 so that the pipe 14 passes through the blind plate 6 downward. As the buoyancy tank 9, a tank having a volume sufficient to float and recover the blind plate 6 is used. The buoy 10 is a hollow ball and is attached to the buoyancy tank 9. The buoy 10 and the buoyancy tank 9 may be connected by a flexible hose 15 so that compressed air can be sent into the buoyancy tank 9 via the buoy 10, or the flexible hose 15 may be provided separately. A drain pipe 16 is attached to the buoyancy tank 9 so that the water contained in the buoyancy tank 9 can be discharged by compressed air sent through a flexible hose 15.

以上のように構成した進水装置11を海洋構造
物1の下方に置き、又はその上に海洋構造物を建
造し、海洋構造物1の甲板4に設置した複数のウ
インチ17からワイヤ18を垂らし、該ワイヤ1
8の先端を進水装置11に繋ぎ、海洋構造物1の
底部12の開口部2に密着させる。そして、海洋
構造物1の中空部3の内周面19と進水装置11
を覆うようにして進水装置11に取り付けられた
補強材20との間に複数のターンバツクル21を
取り付け、このターンバツクル21によつて海洋
構造物1の底部12の開口部2に進水装置11を
取り付け、充分な水密性を持つように固定する。
The launching device 11 configured as described above is placed below the marine structure 1, or the marine structure is built on top of it, and the wires 18 are hung from a plurality of winches 17 installed on the deck 4 of the marine structure 1. , the wire 1
The tip of 8 is connected to the launching device 11 and brought into close contact with the opening 2 of the bottom 12 of the marine structure 1. Then, the inner peripheral surface 19 of the hollow part 3 of the marine structure 1 and the launching device 11
A plurality of turnbuckles 21 are attached between the reinforcing member 20 attached to the launching device 11 so as to cover the opening 2 of the bottom 12 of the marine structure 1. Install and fix to ensure sufficient watertightness.

次に、ドツク22内に注水すると、海洋構造物
1は底部12の開口部2が閉塞され、中空部3が
浮力室3′となつており、かつ盲板6に水圧が働
き、パツキンの水密性を助長させ、従来の水深の
ドツクでも該海洋構造物は1は浮上することがで
きる。海洋構造物1が浮上したならば、ドツク2
2の水門(図示せず)を開いて該海洋構造物1を
支援船23でドツク22外に引き出し、海洋構造
物1を充分な水深を持つ沖合い又はその作業海域
まで曳航する。該海域に到着したならば該海上構
造物1を所定位置に停止させ、ターンバツクル2
1を弛め、ターンバツクル21及びその他の附属
品を取り除き、海洋構造物を完成する。次に注水
バルブ8を開放して下方の海水を海洋構造物1の
浮力室3′に導入すると浮力タンク9にも注水さ
れる。浮力室3′内に適量の水が注水されたなら
ば、海洋構造物1の甲板4上のウインチ17を操
作してワイヤ18を弛めると、盲板の自重で進水
装置11は下方に沈降する。進水装置11が所定
位置まで沈降したならばワイヤ18を進水装置1
1から取り外す。進水装置11はワイヤ18を離
れるが、その位置はブイ10によつて示されてい
る。
Next, when water is poured into the dock 22, the opening 2 in the bottom 12 of the marine structure 1 is closed, the hollow part 3 becomes a buoyancy chamber 3', and water pressure acts on the blind plate 6, making the packing watertight. The marine structure is capable of floating even at conventional depths. If offshore structure 1 surfaces, dock 2
2 (not shown) is opened, the marine structure 1 is pulled out of the dock 22 by the support vessel 23, and the marine structure 1 is towed offshore to a sufficiently deep water area or to its work area. When arriving at the sea area, the offshore structure 1 is stopped at a predetermined position, and the turnbuckle 2 is moved.
1 is loosened, the turnbuckle 21 and other accessories are removed, and the marine structure is completed. Next, when the water injection valve 8 is opened and the seawater below is introduced into the buoyancy chamber 3' of the marine structure 1, the buoyancy tank 9 is also filled with water. Once an appropriate amount of water has been injected into the buoyancy chamber 3', the winch 17 on the deck 4 of the marine structure 1 is operated to loosen the wire 18, and the launching device 11 sinks downward due to the dead weight of the blind plate. do. When the launching device 11 has descended to a predetermined position, the wire 18 is connected to the launching device 1.
Remove from 1. The launching device 11 leaves the wire 18, the position of which is indicated by the buoy 10.

次に、支援船23によつて海上構造物1を曳航
し、進水装置11の上から横へシフトさせ、続い
て、支援船23に設けたコンプレツサー24から
フレキシブルホース15を延ばし、その先端をブ
イ10のフレキシブルホース15または単独のフ
レキシブルホースを介して浮力タンク9に圧縮空
気を送る。浮力タンク9内の水は圧縮空気によつ
て排水管16から排出され、この結果、浮力タン
ク9は自重よりも大きな浮力を生じ、進水装置1
1は水り浮上する。浮上した進水装置11はクレ
ーン船でバージ回収又は支援船23で曳航して持
ち帰り、岸壁でクレーンを用いて吊り上げて地上
に回収する。
Next, the offshore structure 1 is towed by the support ship 23 and shifted from above the launching device 11 to the side. Next, the flexible hose 15 is extended from the compressor 24 provided on the support ship 23, and the tip of the flexible hose 15 is extended. Compressed air is delivered to the buoyancy tank 9 via the flexible hose 15 of the buoy 10 or a single flexible hose. The water in the buoyancy tank 9 is discharged through the drain pipe 16 by compressed air, and as a result, the buoyancy tank 9 generates a buoyant force greater than its own weight, and the launching device 1
1 floats to the surface. The floating launching device 11 is recovered by a barge using a crane ship or towed by a support ship 23 and brought back, and lifted using a crane on a quay and recovered to the ground.

本発明は、以上説明したように、ドラフトの大
きな海洋構造物を現有のドツクで簡単に進水させ
ることができるとともに使用鋼材その他関連諸費
用の節減を図ることができる効果を有するもので
あり、また進水装置は回収されるので反復して使
用できる。
As explained above, the present invention has the effect of being able to easily launch offshore structures with large drafts using existing docks, and reducing the cost of steel materials and other related expenses. Additionally, the launching device can be recovered and used repeatedly.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はドツク内で海洋構造物に進水装置を取
り付けた状態を示す全体説明図、第2図は海洋構
造物に進水装置を取り付けた状態を示す要部説明
図、第3図は第2図のA部拡大図、第4図は海上
で進水装置を沈降させる状態を示す説明図、第5
図は進水装置に圧縮空気を送つて浮上させる状態
を示す説明図である。 1……海洋構造物、2……開口部、3……中空
部、4……甲板、5……浮力部、6……盲板、7
……パツキン、8……注水バルブ、9……浮力タ
ンク、10……ブイ、11……断水装置。
Figure 1 is an overall explanatory diagram showing the state in which the launching device is attached to the marine structure in the dock, Figure 2 is an explanatory diagram of the main part showing the state in which the launching device is attached to the marine structure, and Figure 3 is Figure 2 is an enlarged view of part A, Figure 4 is an explanatory diagram showing the state in which the launching device is lowered at sea, Figure 5
The figure is an explanatory diagram showing a state in which compressed air is sent to the launching device to cause it to float. 1... Marine structure, 2... Opening, 3... Hollow part, 4... Deck, 5... Buoyancy part, 6... Blind plate, 7
...Putskin, 8...Water injection valve, 9...Buoyancy tank, 10...Buoy, 11...Water cutoff device.

Claims (1)

【特許請求の範囲】 1 下方に開口部を有する中空部を甲板下中央に
形成するように甲板下周囲に浮力部を構成したダ
ブルスカート型の海洋構造物の進水方法であつ
て、 開口部を閉塞した後、ドツク内に注水して海洋
構造物を浮上させて進水させる ことを特徴とする海洋構造物の進水方法。 2 下方に開口部を有する中空部を甲板下中央に
形成するように甲板下周囲に浮力部を構成したダ
ブルスカート型の海洋構造物の進水装置であつ
て、 開口部を閉塞するための盲板の周囲にパツキン
を設け、更に注水バルブと注排水可能な浮力タン
クとを該盲板に取り付けた、 ことを特徴とする海洋構造物の進水装置。
[Scope of Claims] 1. A method for launching a double-skirt marine structure in which a buoyancy section is constructed around the underside of the deck so that a hollow section having an opening at the bottom is formed at the center under the deck, comprising: A method for launching a marine structure, which comprises: blocking the dock, and then injecting water into the dock to float the marine structure and launch it. 2. A launching device for a double-skirt type marine structure in which a buoyant part is constructed around the underside of the deck so that a hollow part with an opening at the bottom is formed in the center under the deck, and a blind for closing the opening. A launching device for a marine structure, characterized in that a seal is provided around the board, and a water injection valve and a buoyancy tank capable of filling water and water are attached to the blind board.
JP18362281A 1981-11-18 1981-11-18 Launching method for ocean structure and installation thereof Granted JPS5886209A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18362281A JPS5886209A (en) 1981-11-18 1981-11-18 Launching method for ocean structure and installation thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18362281A JPS5886209A (en) 1981-11-18 1981-11-18 Launching method for ocean structure and installation thereof

Publications (2)

Publication Number Publication Date
JPS5886209A JPS5886209A (en) 1983-05-23
JPS6147754B2 true JPS6147754B2 (en) 1986-10-21

Family

ID=16138989

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18362281A Granted JPS5886209A (en) 1981-11-18 1981-11-18 Launching method for ocean structure and installation thereof

Country Status (1)

Country Link
JP (1) JPS5886209A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61108673U (en) * 1984-12-24 1986-07-10

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61108673U (en) * 1984-12-24 1986-07-10

Also Published As

Publication number Publication date
JPS5886209A (en) 1983-05-23

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