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JP2902147B2 - Freestanding conduit system - Google Patents
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JP2902147B2 - Freestanding conduit system - Google Patents

Freestanding conduit system

Info

Publication number
JP2902147B2
JP2902147B2 JP3081669A JP8166991A JP2902147B2 JP 2902147 B2 JP2902147 B2 JP 2902147B2 JP 3081669 A JP3081669 A JP 3081669A JP 8166991 A JP8166991 A JP 8166991A JP 2902147 B2 JP2902147 B2 JP 2902147B2
Authority
JP
Japan
Prior art keywords
buoy
conduit
weight
vertical
vertical conduit
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 - Fee Related
Application number
JP3081669A
Other languages
Japanese (ja)
Other versions
JPH04292293A (en
Inventor
雅彦 尾崎
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP3081669A priority Critical patent/JP2902147B2/en
Publication of JPH04292293A publication Critical patent/JPH04292293A/en
Application granted granted Critical
Publication of JP2902147B2 publication Critical patent/JP2902147B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09BDISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
    • B09B1/00Dumping solid waste
    • B09B1/002Sea dumping
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B2021/001Mooring bars, yokes, or the like, e.g. comprising articulations on both ends
    • B63B2021/002Yokes, or the like

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)
  • Supports For Pipes And Cables (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は自立型導管システムに関
する。
BACKGROUND OF THE INVENTION The present invention relates to a free standing conduit system.

【0002】[0002]

【従来の技術】冷たい深層水を利用する海洋温度差発電
装置には、深層水を揚水するために、海水中に懸下した
導管が必要である。図2及び図3は従来使用されている
導管のシステムを示すものである。両図において海上の
発電バージ02から懸下されたライザー管01は、所定
の深度に取水用の開口下端部03を有し、バージ上のポ
ンプ04によって深層水をくみ上げるのに供される。ラ
イザー管01の上端にはバージ02の上下揺れを直接伝
えないためにコンペンセーター05が配設される。図3
にコンペンセーターの一例を示すと、ライザー管01の
上端部はテンションワイヤ06によって吊られ、テンシ
ョンワイヤ06は間隔を有する上下の滑車07,07を
介してバージ上の構造物09に結合されている。滑車0
7はばね08により支持されており、このばねの伸縮に
よって滑車07間の鉛直距離が変わるので、ライザー管
01の上端とバージ02との間にて相対的上下運動を吸
収し、ライザー管01に過大な張力が発生することを防
止している。
2. Description of the Related Art An ocean thermal energy conversion system utilizing cold deep water requires a conduit suspended in seawater to pump deep water. 2 and 3 show a conventional conduit system. In both figures, a riser pipe 01 suspended from a marine power generation barge 02 has an opening lower end portion 03 at a predetermined depth and is used for pumping deep water by a pump 04 on the barge. At the upper end of the riser tube 01, a compensator 05 is provided so as not to directly transmit the vertical swing of the barge 02. FIG.
The upper end of the riser tube 01 is hung by a tension wire 06, and the tension wire 06 is connected to a structure 09 on the barge through upper and lower pulleys 07 and 07 having a gap. . Pulley 0
7 is supported by a spring 08, and the vertical distance between the pulleys 07 is changed by the expansion and contraction of the spring, so that a relative vertical movement is absorbed between the upper end of the riser tube 01 and the barge 02, and the riser tube 01 This prevents excessive tension from occurring.

【0003】[0003]

【発明が解決しようとする課題】しかしながら上述のよ
うなコンペンセーターによって吸収できる変位量には限
度がある。すなわち1本のテンションワイヤにかかるば
ねの許容変形量の合計の2倍が上限となる。したがって
稼動可能な海象条件はバージの波浪動揺特性とコンペン
セーターの吸収可能変位量とによって設定されることと
なり、荒れ易い海域では稼動率が低いものになってしま
う。また、大水深になるとライザー管の降下収納作業に
は多大な時間及び労力がかかるという問題点もある。本
発明はこのような事情に鑑みて提案されたものであり、
稼動状態においてはライザー管としての鉛直導管とバー
としての浮体との間の相対的上下運動の許容量を大幅
に増加し、荒天時にも鉛直導管の収納を不要とする自立
型導管システムを提供することを目的とする。
However, there is a limit to the amount of displacement that can be absorbed by the above-described compensator. That is, the upper limit is twice the total allowable deformation amount of the spring applied to one tension wire. Therefore, the operable marine conditions are set by the wave fluctuation characteristics of the barge and the absorbable displacement of the compensator, and the operability is low in a rough sea area. In addition, when the water depth becomes large, there is a problem in that the descending and storing operation of the riser pipe requires a lot of time and labor. The present invention has been proposed in view of such circumstances,
To provide a self-contained pipe system that, in operation, significantly increases the allowable amount of vertical movement between a vertical pipe as a riser pipe and a floating body as a barge , and does not need to store the vertical pipe even in stormy weather. The purpose is to:

【0004】[0004]

【課題を解決するための手段】そのため本発明の自立型
導管システム海面を貫通するように起立姿勢で浮上
する上下に細長い柱型のブイと、一端が該ブイの上部に
枢着され、他端が同一海面に浮上する浮体に枢着されて
いるリンクと、前記ブイに取り付けられて水中に懸下
し、かつ下端に開口を有する鉛直導管と、該鉛直導管の
上部と前記浮体に搭載された設備とを連結する可撓管と
をそなえ、波浪時における前記ブイの浮力減少に際して
前記鉛直導管の座屈を防止すべく、該鉛直導管の下端部
に重錘が取り付けられて、該重錘の水中重量が、最大波
の谷の通過に伴う前記ブイの浮力減少時にも前記鉛直導
管に張力を残しうる大きさに設定されたことを特徴とす
る。
SUMMARY OF THE INVENTION Therefore , the self-standing type of the present invention is provided.
Conduit system includes a vertically elongated column-type buoy floats in a standing posture so as to penetrate the sea surface, one end of which is pivotally connected to an upper portion of the buoy and the other end is pivotally connected to the floating body floated on the same sea link, defeated suspension before mounted on Chivu Lee in water and a vertical conduit having an opening at the lower end, a flexible tube for connecting the onboard equipment to the floating body and the top of該鉛straight conduit
In order to reduce the buoyancy of the buoy in waves
Lower end of the vertical conduit to prevent buckling of the vertical conduit
A weight is attached to the
When the buoyancy of the buoy decreases due to the passage of the valley
It is characterized in that it is set to a size that can leave tension on the tube .

【0005】このような構成によれば、まず稼動状態に
おいては、バージの上下揺れはリンクの傾斜によって吸
収されるので、必要に応じてリンクの長さを長くするこ
とにより、ライザー管としての鉛直導管の上端とバージ
のごとき浮体との相対的上下運動の許容量を大きく設定
することができる。また、荒天時には、バージのごとき
上記浮体はブイを切離すのみで容易に避難することがで
きる。その際、ブイは鉛直導管を懸下したまま自立して
荒天を迎えるが、鉛直導管及び重錘の慣性力が大きい
故、波浪に対してほとんどブイの上下揺れはなく、ブイ
に作用する浮力の変動がそのまま上記鉛直導管の浮力変
動となる。したがってブイが小さければ、鉛直導管に働
く張力変動も小さくなる。またライザー管が圧縮力を受
けて座屈しないためには、最大波の谷がブイを通過する
ときの張力減少時に鉛直導管内に引張力を残す必要があ
り、これは所要の水中重量を有する重錘により確保され
る。
[0005] According to such a configuration, first, in the operating state, the vertical movement of the barge is absorbed by the inclination of the link. Therefore, by increasing the length of the link as needed, the vertical length of the riser pipe is reduced. Upper end of conduit and barge
The allowable amount of the vertical movement relative to the floating body can be set large. Also, in a stormy weather , like a barge
The floating body can be easily evacuated only by separating the buoy. At that time, the buoy stands by itself with the vertical conduit suspended and stormy, but due to the large inertial force of the vertical conduit and the weight, the buoy hardly swings up and down against waves, and the buoyancy acting on the buoy The fluctuation directly becomes the buoyancy fluctuation of the vertical conduit. Therefore, the smaller the buoy, the smaller the tension fluctuation acting on the vertical conduit . In order to riser pipe is not buckled under compressive forces, it must leave the tensile force in the vertical conduit when tension decreases as it passes through the buoy up to wave valley which the required water weight It is ensured by the weight with.

【0006】[0006]

【実施例】本発明の自立型導管システムを海洋温度差発
電装置について適用した場合の一実施例を図面について
説明すると、図1はその全体側面図である。同図におい
て、海中の所定の深度に開口下端部3を有し、その直上
に重錘8が装着された鉛直導管としてのライザー管1
、海面を貫通する直立円柱型の上下に細長いブイ6に
懸下されている。また同図は装置の稼動状態を示すもの
で、同一海面に浮く浮体としての発電バージ2とブイ6
の上部とはリンク7を介して結合されている。深層水は
バージ上のポンプ4により、開口下端部3から取入れ
られ、ライザー管1,ブイ6の内部配管,可撓管9を通
ってくみ上げられる。ライザー管1は潮流や海流に流さ
れて撓むことになるが、重錘8にはその量を抑制する効
果がある。すなわち、重錘8の水中重量は、海面におけ
る最大波の谷の通過に伴うブイ6の浮力減少時にもライ
ザー管1に張力を残しうる大きさに設定されている。
天時には発電バージ2,リンク7,可撓管9がブイ6か
ら切離され、ブイ6はライザー管1以下を懸下したまま
水面に自立することになる。そして、発電バージ2は港
などへ避難することができる。 また、直立円柱型のブイ
では、断面積が比較的小さいので、浮力の変動は小さ
く、ライザー管1の肉厚や重錘8の重量を過大なものに
しなくてもよい効果がある。なお本実施例は深層水をく
み上げるシステムを例示したが、海上から温水等の流体
を投入するシステムの場合でも全く同様である。また稼
動時にはバージがリンク結合されるとしたが、バージ以
外の浮体の場合にも本発明は同一要領で有効的に実施で
きる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an overall side view of an embodiment in which the self-contained conduit system of the present invention is applied to an ocean thermal energy conversion device. In the figure, a riser pipe 1 as a vertical conduit having an opening lower end portion 3 at a predetermined depth in the sea and a weight 8 mounted directly above the opening lower end portion 3.
However , it is suspended by a vertically elongated buoy 6 of an upright cylindrical type penetrating the sea surface . The figure also shows the operating state of the device, in which a power generation barge 2 and a buoy 6 as floating bodies floating on the same sea surface.
Is connected via a link 7 to the upper part of the . Deep water is taken in from the lower end 3 of the opening by the pump 4 on the barge 2 , and is pumped through the riser pipe 1, the internal pipe of the buoy 6, and the flexible pipe 9. The riser pipe 1 is bent by the tidal current or ocean current, and the weight 8 has an effect of suppressing the amount. That is, the underwater weight of the weight 8 is
When the buoy 6's buoyancy decreases due to the passage of
It is set to a size that can leave tension on the user tube 1. In stormy weather, the power generation barge 2, the link 7, and the flexible tube 9 are separated from the buoy 6, and the buoy 6 stands on the water surface while suspending the riser tube 1 and below. And the power generation barge 2 is a port
You can evacuate to such places. In addition, an upright cylindrical buoy
In No. 6 , since the cross-sectional area is relatively small, the fluctuation of buoyancy is small, and there is an effect that the thickness of the riser tube 1 and the weight of the weight 8 do not need to be excessive. Although the present embodiment has exemplified the system for pumping deep water, the same applies to a system for supplying a fluid such as hot water from the sea. Although the barges are linked during operation, the present invention can be effectively implemented in the same manner for floating bodies other than the barges.

【0007】[0007]

【発明の効果】以上述べたように、本発明によると装置
の稼動状態においては、より厳しい天候条件が許容され
るので、従来に比べて高い稼動率を見込むことが可能と
なり、一方荒天時には鉛直導管の収納作業を必要とせず
に浮体の迅速な離脱避難が可能となる。また以上は海洋
温度差発電装置の例であるが、本発明は地球温暖化防止
のため液化したCOを深海へ投入するシステムにも利
用できる等応用範囲の広いものである。要するに本発明
は、海面を貫通するように起立姿勢で浮上する上下に細
長い柱型のブイと、一端が該ブイの上部に枢着され、他
端が同一海面に浮上する浮体に枢着されているリンク
と、記ブイに取り付けられて水中に懸下し、かつ下端
に開口を有する鉛直導管と、該鉛直導管の上部と前記浮
体に搭載された設備とを連結する可撓管とをそなえ、波
浪時における前記ブイの浮力減少に際して前記鉛直導管
の座屈を防止すべく、該鉛直導管の下端部に重錘が取り
付けられて、該重錘の水中重量が、最大波の谷の通過に
伴う前記ブイの浮力減少時にも前記鉛直導管に張力を残
しうる大きさに設定されたことにより稼動状態におい
ては鉛直導管浮体との間の相対的上下運動の許容量を
大幅に増大させ、荒天時にも鉛直導管の収納を不要と
し、同鉛直導管の座屈破損を防止する自立型導管システ
ムを得るから、本発明は産業上極めて有益なものであ
る。
As described above, according to the present invention, in the operating state of the device According to the present invention, since the more severe weather conditions are acceptable, it is possible to expect a high rate of operation in comparison with the prior art, whereas during heavy weather vertical The floating body can be quickly evacuated and evacuated without the need to store the conduit . Although the above is an example of an ocean temperature difference power generation device, the present invention has a wide application range such as being applicable to a system for putting liquefied CO 2 into the deep sea for the purpose of preventing global warming. In essence, the present invention provides a vertically narrow surface that rises in an upright posture to penetrate the sea surface.
And long pillar type buoy, one end of which is pivotally connected to an upper portion of the buoy, and links the other end is pivotally connected to the floating body floated on the same sea, attached before Chivu Lee beat suspended in water, and it includes a vertical conduit having an opening at the lower end, and a flexible tube for connecting the onboard equipment to the floating body and the top of該鉛straight conduit, waves
The vertical conduit is used to reduce the buoyancy of the buoy during a storm
Weight is attached to the lower end of the vertical conduit to prevent
Underwater weight of the weight is
When the buoyancy of the buoy decreases, tension remains in the vertical conduit.
By set to a size capable of significantly increasing the allowable amount of relative vertical movement between the vertical conduit and floating in the operating state, unnecessary even vertical conduit housed in rough weather
In addition , the present invention is extremely useful in industry because it provides a self-contained conduit system that prevents buckling of the vertical conduit .

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

【図1】本発明の自立型導管システムを海洋温度差発電
に適用した場合の一実施例の全体側面図である。
FIG. 1 is an overall side view of an embodiment in which a self-contained conduit system of the present invention is applied to ocean thermal energy conversion.

【図2】従来の深層水の揚水システムを示す全体側面図
である。
FIG. 2 is an overall side view showing a conventional deep water pumping system.

【図3】図2の揚水システムにおけるコンペンセーター
を示す拡大図である。
FIG. 3 is an enlarged view showing a compensator in the pumping system of FIG. 2;

【符号の説明】[Explanation of symbols]

1 ライザー管(鉛直導管)ジ(浮体) 3 開口下端部 4 ポンプ 6 ブイ 7 リンク 8 重錘 9 可撓管 01 ライザー管(鉛直導管) 02 発電バージ(浮体) 03 開口下端部 04 ポンプ 05 コンペンセーター 06 テンションワイヤ 07 滑車 08 ばね 09 構造物1 riser pipe (vertical conduit) 2 bar di (floating body) 3 opening the lower end 4 pump 6 buoy 7 link 8 heavy weight 9 the flexible tube 01 riser pipe (vertical conduit) 02 Power barge (float) 03 opening lower end 04 pump 05 Compensator 06 Tension wire 07 Pulley 08 Spring 09 Structure

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B63B 21/50 B63B 19/00 B63B 22/00 B63B 35/00,35/44 ──────────────────────────────────────────────────続 き Continuation of front page (58) Field surveyed (Int. Cl. 6 , DB name) B63B 21/50 B63B 19/00 B63B 22/00 B63B 35/00, 35/44

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 海面を貫通するように起立姿勢で浮上す
上下に細長い柱型のブイと、一端が該ブイの上部に枢
着され、他端が同一海面に浮上する浮体に枢着されてい
るリンクと、記ブイに取り付けられて水中に懸下し、
かつ下端に開口を有する鉛直導管と、該鉛直導管の上部
と前記浮体に搭載された設備とを連結する可撓管とをそ
なえ、波浪時における前記ブイの浮力減少に際して前記
鉛直導管の座屈を防止すべく、該鉛直導管の下端部に重
錘が取り付けられて、該重錘の水中重量が、最大波の谷
の通過に伴う前記ブイの浮力減少時にも前記鉛直導管に
張力を残しうる大きさに設定されたことを特徴とする、
自立型導管システム。
1. A vertically elongated pillar-shaped buoy that floats in an upright posture so as to penetrate the sea surface, one end of which is pivotally connected to an upper portion of the buoy, and the other end of which is pivotally connected to a floating body that floats on the same sea surface. and links are, defeated suspension before attached to the Kivu Lee in the water,
And a vertical conduit having an opening at the lower end, and a flexible tube for connecting the onboard equipment to the floating body and the top of該鉛straight conduit its
In addition, when the buoyancy of the buoy is reduced during waves,
To prevent buckling of the vertical conduit, place a weight on the lower end of the vertical conduit.
A weight is attached, and the weight of the weight underwater is the maximum wave valley.
When the buoyancy of the buoy decreases due to the passage of
Characterized in that it is set to a size that can leave tension,
Freestanding conduit system.
JP3081669A 1991-03-20 1991-03-20 Freestanding conduit system Expired - Fee Related JP2902147B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3081669A JP2902147B2 (en) 1991-03-20 1991-03-20 Freestanding conduit system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3081669A JP2902147B2 (en) 1991-03-20 1991-03-20 Freestanding conduit system

Publications (2)

Publication Number Publication Date
JPH04292293A JPH04292293A (en) 1992-10-16
JP2902147B2 true JP2902147B2 (en) 1999-06-07

Family

ID=13752750

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3081669A Expired - Fee Related JP2902147B2 (en) 1991-03-20 1991-03-20 Freestanding conduit system

Country Status (1)

Country Link
JP (1) JP2902147B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4629865B2 (en) * 2000-12-18 2011-02-09 山田 嘉子 Installation method of deep water intake pipe
JP4683854B2 (en) * 2004-04-05 2011-05-18 株式会社アイ・エイチ・アイ マリンユナイテッド Deep water pumping device

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5497986A (en) * 1978-01-18 1979-08-02 Kawasaki Heavy Ind Ltd Device for collecting deep layer water
US4768984A (en) * 1985-04-15 1988-09-06 Conoco Inc. Buoy having minimal motion characteristics
JPS62182303A (en) * 1986-02-06 1987-08-10 三菱重工業株式会社 Float type ship mooring shore apparatus

Also Published As

Publication number Publication date
JPH04292293A (en) 1992-10-16

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