JP2593664Y2 - Long underwater pipe - Google Patents

Long underwater pipe

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Publication number
JP2593664Y2
JP2593664Y2 JP1993027093U JP2709393U JP2593664Y2 JP 2593664 Y2 JP2593664 Y2 JP 2593664Y2 JP 1993027093 U JP1993027093 U JP 1993027093U JP 2709393 U JP2709393 U JP 2709393U JP 2593664 Y2 JP2593664 Y2 JP 2593664Y2
Authority
JP
Japan
Prior art keywords
pipe
underwater
long
cylindrical
modulus
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 - Lifetime
Application number
JP1993027093U
Other languages
Japanese (ja)
Other versions
JPH0685489U (en
Inventor
憲一 井上
結花 北小路
Original Assignee
石川島播磨重工業株式会社
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 石川島播磨重工業株式会社 filed Critical 石川島播磨重工業株式会社
Priority to JP1993027093U priority Critical patent/JP2593664Y2/en
Publication of JPH0685489U publication Critical patent/JPH0685489U/en
Application granted granted Critical
Publication of JP2593664Y2 publication Critical patent/JP2593664Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、海底油田掘削等の海底
資源開発を行う際に、海上に浮遊する船舶等の海洋構造
物から垂下される水中長大管に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a long underwater pipe suspended from a marine structure such as a ship floating on the sea when developing a submarine resource such as an offshore oil field drilling.

【0002】[0002]

【従来の技術】前述した水中長大管は、図4に示すよう
に、海上1に浮遊している船舶2の底部から垂下し、下
端部が海底3に固定された状態で配設される。また、水
中長大管4を海底3に固定する前後においては、海水中
に宙釣りとなり、きわめて不安定な状態となる危険性が
ある。この水中長大管4は、曲げ剛性、ヤング率の大き
い複数本の円筒鋼管で構成され、これら円筒鋼管どうし
がジョイント部材を介して接続されることにより、曲げ
剛性、ヤング率の大きい一本の長尺な管とされている。
この水中長大管4内部には、船舶2から、下端部に掘削
ドリル5を付設した掘削管6が挿入されて海底3まで垂
下せしめられ、掘削ドリル5により海底3内部の掘削が
行われて油田開発等が行われるようになっている。
2. Description of the Related Art As shown in FIG. 4, the above-mentioned long underwater pipe is suspended from the bottom of a ship 2 floating on the sea 1, and is disposed with its lower end fixed to the sea floor 3. In addition, before and after fixing the long underwater large pipe 4 to the seabed 3, there is a danger that the fishing will take place in the seawater and become extremely unstable. The underwater large pipe 4 is composed of a plurality of cylindrical steel pipes having a large bending rigidity and a high Young's modulus, and these cylindrical steel pipes are connected to each other via a joint member. It is a long tube.
A drilling pipe 6 having a drilling drill 5 attached to the lower end thereof is inserted from the vessel 2 into the inside of the large underwater large pipe 4 and is drooped down to the seabed 3. Development is being carried out.

【0003】[0003]

【考案が解決しようとする課題】ところで、海面1上に
浮遊している船舶2は海洋波により揺動するので、水中
長大管4を海底3に固定するまでの間、及び海底3から
切り離した後の宙釣り状態において、水中長大管4には
縦振動が生じる。この水中長大管4の縦振動の固有周期
は、Tp:縦振動の固有周期(秒)、L:水中長大管の
全長、E:ヤング率、A:管の断面積、m:水中長大管
のみかけの質量とすると、
Since the ship 2 floating on the sea surface 1 is oscillated by ocean waves, the large underwater pipe 4 is fixed to the sea floor 3 and separated from the sea floor 3. In the later underwater fishing state, longitudinal vibration occurs in the long underwater pipe 4. The natural period of longitudinal vibration of the long underwater pipe 4 is: Tp: natural period of longitudinal vibration (sec), L: total length of the long underwater pipe, E: Young's modulus, A: cross-sectional area of the pipe, and m: cross section of the long underwater pipe. Assuming the apparent mass,

【数1】 となる。一方、海洋波の波周期Tsは、最大20秒程度
までの波周期範囲であり、前記水中長大管4の縦振動の
固有周期Tpが海洋波の波周期範囲内であると、それら
周期の一致により共振現象が起こり、水中長大管4に非
常に大きな縦振動が生じてしまい破壊に至るおそれがあ
る。特に、大水深海域において海底資源開発を行うため
に水中長大管4の全長を4000m以上とする場合に
は、水中長大管4の縦振動の固有周期が海洋波の波周期
Ts範囲(最大20秒程度までの範囲)に入りやすく、
前述した共振現象により大きな縦振動が生じても耐え得
る強度の非常に大きな水中長大管4を設計しなければな
らない。しかし、当然、強度を増加せしめることは水中
長大管4の重量増加につながり、従来の技術では、水中
長大管4を大水深海域で設置することが困難であった。
(Equation 1) Becomes On the other hand, the wave cycle Ts of the ocean wave is a wave cycle range up to about 20 seconds, and if the natural cycle Tp of the longitudinal vibration of the long underwater large pipe 4 is within the wave cycle range of the ocean wave, the periods coincide with each other. As a result, a resonance phenomenon occurs, and a very large longitudinal vibration occurs in the long underwater large pipe 4, which may lead to destruction. In particular, when the total length of the long underwater large pipe 4 is set to be 4000 m or more in order to develop the seabed resources in the deep water, the natural cycle of the longitudinal vibration of the long underwater pipe 4 is in the range of the wave cycle Ts of the ocean wave (maximum of 20 seconds). Easy to enter)
It is necessary to design an underwater large-sized tube 4 having an extremely large strength that can withstand a large longitudinal vibration caused by the above-described resonance phenomenon. However, increasing the strength naturally leads to an increase in the weight of the long submerged large pipe 4, and it is difficult to install the long submerged large pipe 4 in the deep sea area with the conventional technology.

【0004】本考案は上記事情に鑑みてなされたもの
で、大水深海域における海底資源開発であっても海面上
に浮遊している船舶等から垂設することが可能な水中長
大管を提供することを目的とする。
The present invention has been made in view of the above circumstances, and provides a large underwater pipe which can be erected from a ship floating on the sea surface even when developing a seabed resource in a deep sea area. The purpose is to:

【0005】[0005]

【課題を解決するための手段】本考案の水中長大管は、
海面上に浮遊する船舶等の海洋構造物から垂下される水
中長大管であって、所定長に設定された曲げ剛性、ヤン
グ率の大きな複数本の円筒部と、前記円筒部より曲げ剛
性、ヤング率が極めて小さく設定されて、かつ各円筒部
どうしを水密性を保持しながら接続する複数の接続円筒
管とで構成され、該接続円筒管は、長手方向に柔軟に変
形自在な蛇腹状に形成されていることを特徴とするもの
である。
The long underwater pipe of the present invention is
An underwater large pipe hanging from a marine structure such as a ship floating on the sea surface, a plurality of cylindrical portions having a predetermined bending rigidity and a large Young's modulus, and a bending rigidity and a Young's modulus higher than the cylindrical portions. And a plurality of connecting cylindrical tubes that connect the respective cylindrical portions with each other while maintaining watertightness. The connecting cylindrical tubes are flexible in the longitudinal direction.
It is characterized by being formed in a bellows shape that can be freely formed .

【0006】[0006]

【作用】本考案の水中長大管によれば、所定長とされた
曲げ剛性、ヤング率の大きい複数本の円筒部と、前記円
筒部より曲げ剛性、ヤング率が極めて小さく設定され
て、かつ各円筒部どうしを水密性を保持しながら接続す
る複数の接続円筒管とで構成され、該接続円筒管が、長
手方向に柔軟に変形自在な蛇腹状に形成されているの
で、全体の見かけのヤング率Eは小さくなり、それによ
り、数式1で得られる水中長大管の縦振動の固有周期が
長くなる。すなわち、従来技術の水中長大管と比較し
て、本考案の水中長大管全体の見かけのヤング率Eが1
/25となると、本考案の水中長大管の縦振動の固有周
期は5倍になる。これにより、水中長大管の全長を40
00mとすると、従来技術による鋼管製の水中長大管が
約6秒の固有周期となるのに対し、本考案の水中長大管
の固有周期は約30秒と長くなる。したがって、本考案
の水中長大管を大水深海域で使用すると、海水中の宙釣
り状態において、その縦振動の固有周期は海洋波の波周
期範囲(最大20秒程度までの範囲)外となるので、共
振現象が発生せず破壊のおそれがない。
According to the large underwater pipe of the present invention, a plurality of cylindrical portions having a predetermined length and a large bending stiffness and a large Young's modulus, and the bending stiffness and the Young's modulus are set to be extremely smaller than the cylindrical portions. A plurality of connecting cylindrical pipes for connecting the cylindrical parts while maintaining water tightness , wherein the connecting cylindrical pipes are long.
Since it is formed in a bellows shape that can be flexibly deformed in the hand direction , the overall apparent Young's modulus E becomes smaller, and thereby the natural period of the longitudinal vibration of the long underwater large pipe obtained by Expression 1 becomes longer. That is, the apparent Young's modulus E of the entire underwater long tube of the present invention is 1 compared with the conventional underwater long tube.
When the ratio becomes / 25, the natural period of the longitudinal vibration of the long underwater pipe of the present invention becomes five times. As a result, the total length of the long underwater large pipe is reduced to 40
When the length is 00 m, the natural cycle of the long underwater pipe made of steel according to the prior art has a natural period of about 6 seconds, whereas the natural cycle of the long underwater pipe of the present invention is as long as about 30 seconds. Therefore, when the long underwater pipe of the present invention is used in deep sea water, the natural cycle of its longitudinal vibration is out of the wave cycle range of the ocean wave (up to about 20 seconds) in the underwater fishing state in seawater. No resonance phenomenon occurs and there is no risk of destruction.

【0007】[0007]

【実施例】以下、本考案の水中長大管の一実施例につい
て図1から図3を参照して説明する。なお、図4におい
て説明したものと同一構成部分には同一符号を付して、
その説明を省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a large underwater pipe according to the present invention will be described below with reference to FIGS. The same components as those described with reference to FIG.
The description is omitted.

【0008】本実施例の水中長大管7は、曲げ剛性の強
い複数の円筒部8…と、円筒部8、8どうしを接続する
フレキシブル管(接続円筒管)9…とで構成されてい
る。ただし、最下部の円筒部8は、海底3上に固定可能
な構造とされている。
The large underwater pipe 7 of this embodiment is composed of a plurality of cylindrical parts 8 having high bending rigidity, and flexible pipes (connection cylindrical pipes) 9 connecting the cylindrical parts 8, 8 to each other. However, the lowermost cylindrical portion 8 has a structure that can be fixed on the seabed 3.

【0009】各円筒部8は、例えば、直径が400mm
〜700mm、長さが30m程度の鋼管8aを構成部材
とし、この鋼管8aが複数本(例えば、10本程度)、
水密性を保持しながら直接連結されてなるものである。
これら鋼管8a、8aどうしの連結の一例としては、図
2(a)に示すように、鋼管8aの両端部にフランジ8
b、8bが配設され、フランジ8b、8bどうしがボル
ト締結手段により一体連結される構造がある。また、他
の連結構造として、図2(b)に示すように、内周面に
めねじ部10a、10bが形成されたジョイント部材1
0を、両端外周におねじ部8cが形成された鋼管8a、
8aに螺合して一体連結される構造も考えられる。この
際、めねじ部10a、10bは、逆ねじ構造とされてい
る。
Each cylindrical portion 8 has, for example, a diameter of 400 mm.
A steel pipe 8a having a length of about 700 mm and a length of about 30 m is a constituent member, and a plurality of (for example, about 10) steel pipes 8a are provided.
They are directly connected while maintaining watertightness.
As an example of the connection of these steel pipes 8a, 8a, as shown in FIG.
b, 8b are provided, and there is a structure in which the flanges 8b, 8b are integrally connected by bolt fastening means. Further, as another connection structure, as shown in FIG. 2B, a joint member 1 in which internal thread portions 10a and 10b are formed on the inner peripheral surface.
0, a steel pipe 8a having threaded portions 8c formed on the outer periphery of both ends,
A structure that is screwed to 8a and integrally connected is also conceivable. At this time, the internal thread portions 10a and 10b have a reverse thread structure.

【0010】フレキシブル管9は、図3に示すように、
鋼管8と略同一の直径を有する蛇腹形状の円筒管であ
り、鋼管8と比較して見かけ上のヤング率が極めて小さ
い金属材料により形成され、かつ、海水の水圧及び管内
部の流体圧力に充分耐えうる管構造とされている。そし
て、長手方向およびこれに直交する方向に柔軟に変形自
在な部材とされながら、図2(a)、(b)に示した連
結構造と同様に、円筒部8の端部と水密性が保持されな
がら連結されている。
The flexible pipe 9 is, as shown in FIG.
It is a bellows-shaped cylindrical tube having a diameter substantially the same as that of the steel pipe 8, formed of a metal material having an extremely small apparent Young's modulus as compared with the steel pipe 8, and sufficient for seawater pressure and fluid pressure inside the pipe. It has a tube structure that can withstand. 2 (a) and 2 (b), while maintaining the watertightness with the end portion of the cylindrical portion 8 while being a member which can be flexibly deformed in the longitudinal direction and the direction orthogonal thereto. It is connected while being.

【0011】そして、上記構成の円筒部8、8間にフレ
キシブル管9が接続されて構成される本実施例の水中長
大管7は、全長が4000m程度となるように接続して
大水深海域で使用しても、全体の見かけのヤング率Eは
小さくなり、それにより、数1で得られる水中長大管7
の縦振動の固有周期が長くなる。したがって、その固有
周期Tpは海洋波の波周期範囲(最大20秒程度までの
範囲)外となるので、共振現象が発生せず、破壊のおそ
れがない。
The large underwater pipe 7 of this embodiment, which is constructed by connecting a flexible pipe 9 between the cylindrical portions 8 and 8 having the above configuration, is connected so that the total length becomes about 4000 m, and is used in a deep sea area. Even if it is used, the overall apparent Young's modulus E becomes small, and as a result,
, The natural period of the longitudinal vibration becomes longer. Accordingly, the natural period Tp is outside the range of the wave period of the ocean wave (up to a maximum of about 20 seconds), so that no resonance phenomenon occurs and there is no possibility of destruction.

【0012】[0012]

【考案の効果】以上説明したように、本考案の水中長大
管は、所定長とされた曲げ剛性、ヤング率の大きい複数
本の円筒部と、前記円筒部より曲げ剛性、ヤング率が極
めて小さく設定されて、かつ各円筒部どうしを水密性を
保持しながら接続する複数の接続円筒管とで構成され
該接続円筒管が、長手方向に柔軟に変形自在な蛇腹状に
形成されているので、全体の見かけのヤング率は小さく
なり、それにより、水中長大管の縦振動の固有周期が長
くなる。したがって、本考案の水中長大管を大水深海域
で使用しても、その固有周期は海洋波の波周期範囲(最
大20秒程度までの範囲)外となるので、共振現象が発
生せず破壊のおそれがなく、大水深海域の海底資源開発
が可能となる。
As described above, the large underwater pipe of the present invention has a plurality of cylindrical portions having a predetermined length of bending rigidity and a large Young's modulus, and has extremely low bending rigidity and Young's modulus than the cylindrical portions. A plurality of connecting cylindrical pipes that are set and connect each cylindrical part while maintaining watertightness ,
The connecting cylindrical tube has a bellows shape that can be flexibly deformed in the longitudinal direction.
Since it is formed , the overall apparent Young's modulus becomes smaller, thereby increasing the natural period of the longitudinal vibration of the long underwater pipe. Therefore, even if the long underwater pipe of the present invention is used in the deep sea, the natural period is out of the range of the wave period of the ocean wave (up to about 20 seconds). There is no danger, and it is possible to develop deep-sea resources in deep water.

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

【図1】本考案の水中長大管が海中に垂下している状態
を示す図である。
FIG. 1 is a diagram showing a state in which a long underwater large pipe according to the present invention is suspended in the sea.

【図2】本考案の構成部材である円筒管どうしの連結構
造を示す図である。
FIG. 2 is a diagram showing a connection structure of cylindrical tubes as constituent members of the present invention.

【図3】本考案の構成部材である円筒部どうしが接続円
筒管により接続されている状態を示す図である。
FIG. 3 is a diagram showing a state in which the cylindrical portions, which are constituent members of the present invention, are connected by a connecting cylindrical tube.

【図4】従来の水中長大管が海中に垂下している状態を
示す図である。
FIG. 4 is a view showing a state in which a conventional long underwater large pipe is suspended in the sea.

【符号の説明】[Explanation of symbols]

1 海上 2 船舶 3 海底 7 水中長大管 8 円筒部 8a 鋼管 9 フレキシブル管(接続円筒管) Tp 水中長大管の縦振動の固有周期 L 水中長大管の全長 E 水中長大管のヤング率 A 水中長大管の断面積 m 水中長大管のみかけの質量 DESCRIPTION OF SYMBOLS 1 At sea 2 Ship 3 Sea bottom 7 Underwater large pipe 8 Cylindrical part 8a Steel pipe 9 Flexible pipe (connection cylindrical pipe) Tp Natural period of longitudinal vibration of underwater large pipe L Total length of underwater large pipe E Young's modulus of underwater large pipe A Cross-sectional area of m

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 海面上に浮遊する船舶等の海洋構造物か
ら垂下される水中長大管であって、 所定長に設定された曲げ剛性、ヤング率の大きな複数本
の円筒部と、前記円筒部より曲げ剛性、ヤング率が極め
て小さく設定されて、かつ各円筒部どうしを水密性を保
持しながら接続する複数の接続円筒管とで構成され 該接続円筒管は、長手方向に柔軟に変形自在な蛇腹状に
形成されている ことを特徴とする水中長大管。
An underwater large pipe suspended from a marine structure such as a ship floating on the sea surface, comprising: a plurality of cylindrical portions having a predetermined bending rigidity and a large Young's modulus; and the cylindrical portions. Bending rigidity and Young's modulus are set to be extremely small, and a plurality of connecting cylindrical tubes are connected to each other while maintaining watertightness , and the connecting cylindrical tubes are freely deformable in the longitudinal direction. Like a bellows
An underwater large tube characterized by being formed .
JP1993027093U 1993-05-24 1993-05-24 Long underwater pipe Expired - Lifetime JP2593664Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993027093U JP2593664Y2 (en) 1993-05-24 1993-05-24 Long underwater pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993027093U JP2593664Y2 (en) 1993-05-24 1993-05-24 Long underwater pipe

Publications (2)

Publication Number Publication Date
JPH0685489U JPH0685489U (en) 1994-12-06
JP2593664Y2 true JP2593664Y2 (en) 1999-04-12

Family

ID=12211472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993027093U Expired - Lifetime JP2593664Y2 (en) 1993-05-24 1993-05-24 Long underwater pipe

Country Status (1)

Country Link
JP (1) JP2593664Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6464331B2 (en) * 2016-12-14 2019-02-06 嘉義 辻本 Underwater resource recovery equipment

Also Published As

Publication number Publication date
JPH0685489U (en) 1994-12-06

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