JPS6339198Y2 - - Google Patents

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Publication number
JPS6339198Y2
JPS6339198Y2 JP1983113195U JP11319583U JPS6339198Y2 JP S6339198 Y2 JPS6339198 Y2 JP S6339198Y2 JP 1983113195 U JP1983113195 U JP 1983113195U JP 11319583 U JP11319583 U JP 11319583U JP S6339198 Y2 JPS6339198 Y2 JP S6339198Y2
Authority
JP
Japan
Prior art keywords
buoyancy
center
well opening
support columns
deck
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
JP1983113195U
Other languages
Japanese (ja)
Other versions
JPS6020991U (en
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 filed Critical
Priority to JP11319583U priority Critical patent/JPS6020991U/en
Publication of JPS6020991U publication Critical patent/JPS6020991U/en
Application granted granted Critical
Publication of JPS6339198Y2 publication Critical patent/JPS6339198Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は半潜水式海洋構造物に関する。[Detailed explanation of the idea] The present invention relates to semi-submersible offshore structures.

例えば、従来の半潜水式海洋石油掘削装置にお
いては、掘削関係機器・装置の配置は、基本的に
は陸上用掘削装置の配置において地面を単に主甲
板つまりメインデツキに置換したものとなつてお
り、第1図正面図に示すように、甲板部材1上の
ほゞ中央に設けられたサブストラクチヤー2の上
面をドリルフロア3として使用するのが一般的で
ある。
For example, in a conventional semi-submersible offshore oil drilling rig, the layout of drilling-related equipment and equipment is basically the same as in an onshore drilling rig, with the ground simply being replaced by the main deck. As shown in the front view of FIG. 1, the upper surface of a substructure 2 provided approximately at the center of a deck member 1 is generally used as a drill floor 3.

こゝで、サブストラクチヤー2は暴噴防止装置
(以下BOPという)5の搬入、搬出を行なうため
に甲板部材1に対して所定の高さに設けられ、ま
たドリルフロア3にはデリツク4が設置され、掘
削作業の一工程として、ビツト交換、ケーシング
パイプ設置時、検層時等には、掘管6、重量物、
遮蔽物等をドリルフロア3上のセツトバツクエリ
アに立てかける必要がある。
Here, the substructure 2 is installed at a predetermined height relative to the deck member 1 in order to carry in and out a blowout prevention device (hereinafter referred to as BOP) 5, and a derrick 4 is installed on the drill floor 3. As part of the process of excavation work, when changing bits, installing casing pipes, logging, etc., the excavation pipe 6, heavy objects,
It is necessary to place a shield or the like against the setback area on the drill floor 3.

しかしながら、その際、第1図に示したような
構造においては、半潜水式海洋石油掘削装置全体
の重心が上方に移動し、さらに風による転倒モー
メントが増加するので、安全性能が悪化する。
However, in this case, in the structure shown in FIG. 1, the center of gravity of the entire semi-submersible offshore oil drilling rig moves upward, and the overturning moment due to the wind increases, which deteriorates safety performance.

そこで、従来はこの状態においても充分な安定
性能が得られるように浮体規模の設計やバリアブ
ルロードの設定を行なつており、その結果、この
種の装置には経済性に難点がある。
Therefore, in the past, the floating body scale was designed and variable loads were set in order to obtain sufficient stability performance even in this state, and as a result, this type of device has disadvantages in terms of economy.

なお、例えば、特開昭58−22785号に示すよう
に、甲板部材の外周を支持する複数の支持柱又は
及びそのブレース内に掘管6を収納するようにし
た構造も知られている。
For example, as shown in Japanese Patent Application Laid-Open No. 58-22785, a structure in which the tunnel 6 is housed in a plurality of support columns or braces thereof that support the outer periphery of a deck member is also known.

しかしながら、このような構造では全体として
重心位置を下げることはできるものゝ、ブレー
ス、支持柱は偏心的に複数配設されている関係
上、複数のブレース、支持柱に対する重量配分に
格別の考慮を払わないと、構造物全体が傾いて顛
倒する危険がある。
However, in such a structure, although it is possible to lower the center of gravity as a whole, since multiple braces and support columns are arranged eccentrically, special consideration must be given to weight distribution among the multiple braces and support columns. If this is not done, there is a risk that the entire structure will tilt and collapse.

本考案はこのような事情に鑑みて提案されたも
ので、掘管、防噴防止装置等資材の収納に際して
その重量配分に格別の考慮を払わずとも重心位置
を下げて十分な安定性が得られ、掘削作業時にお
いても重心の上昇や風による転倒モーメントの増
加のない安全な半潜水式海洋構造物を提供するこ
とを目的とする。
The present invention was proposed in view of these circumstances, and it provides sufficient stability by lowering the center of gravity without paying special consideration to weight distribution when storing materials such as tunnel pipes and anti-blowout devices. The objective is to provide a safe semi-submersible offshore structure that does not raise the center of gravity or increase the overturning moment due to wind even during excavation work.

そのために本考案は、水中に浸漬され央部にウ
エル開口を有する水平の偏平長方形浮力部材と、
上記浮力部材の周囲にそれぞれ樹立され上端が水
面上方に延びる3本以上の支持柱と、上記支持柱
により周囲が支持され央部にウエル開口を有する
甲板部材と、同心多重筒構造よりなり上下端がそ
れぞれ上記甲板部材、浮力部材のそれぞれウエル
開口に同軸的に連結され中心に竪通ウエル開口を
有する浮力兼構造部材と、上記浮力兼構造部材の
多重筒間に仕切られた複数の防噴防止装置、掘削
鋼管格納用資材区画とを具えたことを特徴とす
る。
To this end, the present invention includes a horizontal flat rectangular buoyancy member that is immersed in water and has a well opening in the center;
Three or more support columns are established around the buoyancy member and the upper ends thereof extend above the water surface, and the deck member is supported around the periphery by the support columns and has a well opening in the center, and has a concentric multi-tubular structure with upper and lower ends. are coaxially connected to the well openings of the deck member and buoyancy member, respectively, and have a vertical well opening in the center, and a plurality of blowout preventers partitioned between the multiple cylinders of the buoyancy and structural member. The apparatus is characterized by comprising a device and a material compartment for storing excavated steel pipes.

本考案を海底石油掘削装置に適用した一実施例
を図面について説明すると、第2図はその正面
図、第3図は第2図の−に沿つた水平断面図
である。
An embodiment in which the present invention is applied to an offshore oil drilling rig will be described with reference to the drawings. FIG. 2 is a front view thereof, and FIG. 3 is a horizontal sectional view taken along - in FIG. 2.

上図において、第1図と同一の記号はそれぞれ
同図と同一の部材を示し、3aはデリツク4の脚
柱によつて甲板部材1上に区分されるドリルフロ
ア、6aは掘管、7は同一軸線の外筒7aおよび
内管7bよりなる二重筒構造の浮力兼構造部材、
8はウエル開口部、9a,9bはそれぞれ外筒7
aおよび内筒7b間に仕切られた複数の区画、1
0は海中に浸漬され央部にウエル開口を有する浮
力部材、11は浮力部材10の四隅上に樹立され
上端がそれぞれ甲板部材1の四隅に固着され甲板
部材1を海面上方に支持する4本の支持柱であ
る。
In the above figure, the same symbols as in Fig. 1 indicate the same members as in the same figure, 3a is the drill floor sectioned on the deck member 1 by the pillars of the derrick 4, 6a is the tunnel, and 7 is the drill floor. A buoyant and structural member with a double cylinder structure consisting of an outer tube 7a and an inner tube 7b having the same axis;
8 is a well opening, and 9a and 9b are outer cylinders 7, respectively.
A plurality of compartments partitioned between a and the inner cylinder 7b, 1
0 is a buoyancy member that is immersed in the sea and has a well opening in the center, and 11 is four buoyancy members that are established on the four corners of the buoyancy member 10 and whose upper ends are respectively fixed to the four corners of the deck member 1 to support the deck member 1 above the sea surface. It is a support pillar.

このような構造において、甲板部材1の一部は
ドリルフロア3aとして各種の掘削用機器装置が
配置される。
In such a structure, a part of the deck member 1 serves as a drill floor 3a on which various drilling equipment devices are arranged.

重量物である掘管6aやBOP5は、甲板部材
1の下方の浮力兼構造部材7の内外筒間に形成さ
れた区画9a,9b中に収納されるので、重心は
下がるから浮体の安定性能は向上し、また、デリ
ツク4内に掘管6aを立て掛けることがないの
で、風等により転倒モーメントが増加することが
ない。
The heavy objects, such as the tunnel 6a and BOP 5, are stored in the compartments 9a and 9b formed between the inner and outer cylinders of the buoyant and structural member 7 below the deck member 1, so the center of gravity is lowered and the stability of the floating body is reduced. Moreover, since the dug pipe 6a is not placed against the inside of the derrick 4, the overturning moment will not increase due to wind or the like.

上記実施例では、第1図に示したサブストラク
チヤーは具えていないが、これを設けることも可
能であり、浮力兼構造部材は掘管6a、BOP5
のほか泥水、粉体等の各種資材の収納に使用する
ことも可能である。
In the above embodiment, the substructure shown in FIG.
In addition, it can also be used to store various materials such as muddy water and powder.

要するに本考案によれば、水中に浸漬され央部
にウエル開口を有する水平の偏平長方形浮力部材
と、上記浮力部材の周囲にそれぞれ樹立され上端
が水面上方に延びる3本以上の支持柱と、上記支
持柱により周囲が支持され央部にウエル開口を有
する甲板部材と、同心多重筒構造よりなり上下端
がそれぞれ上記甲板部材、浮力部材のそれぞれウ
エル開口に同軸的に連結され中心に竪通ウエル開
口を有する浮力兼構造部材と、上記浮力兼構造部
材の多重筒間に仕切られた複数の防噴防止装置、
掘削鋼管格納用資材区画とを具えたことにより、
掘管、防噴防止装置等資材の収納に際してその重
量配分に格別の考慮を払わずとも重心位置を下げ
て十分な安定性が得られ、安全かつ経済的な半潜
水式海洋構造物を得るから、本考案は産業上極め
て有益なものである。
In short, according to the present invention, there are provided a horizontal flat rectangular buoyant member immersed in water and having a well opening in the center, three or more support columns each erected around the buoyant member and whose upper ends extend above the water surface, and A deck member whose periphery is supported by support columns and has a well opening in the center, and a concentric multi-tubular structure, the upper and lower ends of which are coaxially connected to the well openings of the deck member and buoyancy member, respectively, and a vertical well opening at the center. a buoyancy/structural member having a buoyancy/structural member, and a plurality of blowout prevention devices partitioned between multiple cylinders of the buoyancy/structural member;
By being equipped with a material compartment for storing excavated steel pipes,
This is because sufficient stability can be obtained by lowering the center of gravity without paying special consideration to weight distribution when storing materials such as tunnels and blowout prevention devices, resulting in a safe and economical semi-submersible offshore structure. , the present invention is extremely useful industrially.

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

第1図は公知の海底石油掘削装置を示す正面
図、第2図は本考案の一実施例を示す正面図、第
3図は第2図の−に沿つた水平断面図であ
る。 1……甲板部材、2……サブストラクチヤー、
3a……ドリルフロア、4……デリツク、5……
暴噴防止装置(BOP)、6a……掘管、7……浮
力兼構造部材、7a……外筒、7b……内筒、8
……ウエル開口部、9a,9b……区画、10…
…浮力部材、11……支持柱。
FIG. 1 is a front view showing a known submarine oil drilling rig, FIG. 2 is a front view showing an embodiment of the present invention, and FIG. 3 is a horizontal sectional view taken along the line - in FIG. 1...Deck member, 2...Substructure,
3a... Drill floor, 4... Derrick, 5...
Blowout prevention device (BOP), 6a...Drill pipe, 7...Buoyant and structural member, 7a...Outer cylinder, 7b...Inner cylinder, 8
...well opening, 9a, 9b...compartment, 10...
... Buoyancy member, 11... Support column.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水中に浸漬され央部にウエル開口を有する水平
の偏平長方形浮力部材と、上記浮力部材の周囲に
それぞれ樹立され上端が水面上方に延びる3本以
上の支持柱と、上記支持柱により周囲が支持され
央部にウエル開口を有する甲板部材と、同心多重
筒構造よりなり上下端がそれぞれ上記甲板部材、
浮力部材のそれぞれウエル開口に同軸的に連結さ
れ中心に竪通ウエル開口を有する浮力兼構造部材
と、上記浮力兼構造部材の多重筒間に仕切られた
複数の防噴防止装置、掘削鋼管格納用資材区画と
を具えたことを特徴とする半潜水式海洋構造物。
A horizontal flat rectangular buoyancy member immersed in water and having a well opening in the center, three or more support columns established around the buoyancy member and having upper ends extending above the water surface, and a surrounding area supported by the support columns. The deck member has a well opening in the center, and the deck member has a concentric multi-tube structure and has upper and lower ends, respectively.
A buoyancy/structural member that is coaxially connected to each well opening of the buoyancy member and has a vertical well opening in the center, a plurality of blowout prevention devices partitioned between multiple cylinders of the buoyancy/structural member, and a drilling steel pipe storage device. A semi-submersible marine structure characterized by comprising a material compartment.
JP11319583U 1983-07-22 1983-07-22 semi-submersible offshore structures Granted JPS6020991U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11319583U JPS6020991U (en) 1983-07-22 1983-07-22 semi-submersible offshore structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11319583U JPS6020991U (en) 1983-07-22 1983-07-22 semi-submersible offshore structures

Publications (2)

Publication Number Publication Date
JPS6020991U JPS6020991U (en) 1985-02-13
JPS6339198Y2 true JPS6339198Y2 (en) 1988-10-14

Family

ID=30262124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11319583U Granted JPS6020991U (en) 1983-07-22 1983-07-22 semi-submersible offshore structures

Country Status (1)

Country Link
JP (1) JPS6020991U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2517577Y2 (en) * 1990-12-20 1996-11-20 石川島播磨重工業株式会社 Offshore structure
JP2693332B2 (en) * 1991-12-19 1997-12-24 ペトロレオ ブラジレイロ ソシエダ アノニマ − ペトロブラス Semi-submersible production platform

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5822785A (en) * 1981-07-31 1983-02-10 Mitsubishi Heavy Ind Ltd Working steel tube containing structure in marine working ship

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5822785A (en) * 1981-07-31 1983-02-10 Mitsubishi Heavy Ind Ltd Working steel tube containing structure in marine working ship

Also Published As

Publication number Publication date
JPS6020991U (en) 1985-02-13

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