JPS59170316A - One-point mooring type marine structure - Google Patents

One-point mooring type marine structure

Info

Publication number
JPS59170316A
JPS59170316A JP4445183A JP4445183A JPS59170316A JP S59170316 A JPS59170316 A JP S59170316A JP 4445183 A JP4445183 A JP 4445183A JP 4445183 A JP4445183 A JP 4445183A JP S59170316 A JPS59170316 A JP S59170316A
Authority
JP
Japan
Prior art keywords
mooring
force
deck
point
thruster
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.)
Pending
Application number
JP4445183A
Other languages
Japanese (ja)
Inventor
Sadaaki Nakamura
貞明 中村
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
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 Mitsui Engineering and Shipbuilding Co Ltd, Mitsui Zosen KK filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP4445183A priority Critical patent/JPS59170316A/en
Publication of JPS59170316A publication Critical patent/JPS59170316A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/24Mooring posts

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To lessen the force of mooring by mooring a structure consisting of a deck, a column connected to the deck, and floats having an omnidirectional thruster on its lower part, provided to the lower end of the column at one point of a base laid on the seabed. CONSTITUTION:A marine structure A consists of a deck 1, several columns 2 connected to the deck 1, floats 3 attached to the lower end of the columns 2, and omnidirectional thrusters 4 attached to the lower parts of the floats 3. A one-point mooring device B consists of a yoke 6 attached by a hinge 5 to one end of the deck 1, a swivel 8 to attach the other end of the yoke 6 to a mooring float 7, and an anchor leg 11 connecting a base 10 laid on the seabed 9 with the mooring float 7. The direction of the thruster 4 is determined according to displacement due to external force to the structure A and operated and the force of the thruster is made to coincide with the external force to vary the force of mooring, thereby lessening the force of mooring.

Description

【発明の詳細な説明】 本発明は一点係留式海上構造物、より詳しくは、海上空
港等の比較的大型の海上構造物の係留力を小さくするよ
うにした一点係留式海上構造物に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a single-point moored offshore structure, and more particularly, to a single-point moored offshore structure that reduces the mooring force of relatively large offshore structures such as marine airports. be.

一般に海上浮体構造物は箱型の所謂ポンツーンとして構
成されるが、かかる構造物には係留時に風波や潮流等の
外力が生じ、そのため強固な係留装置企必要とし結果と
して設備費が高くつくこととなる。
Floating structures on the sea are generally constructed as box-shaped so-called pontoons, but such structures are subject to external forces such as wind waves and tidal currents when moored, which requires a strong mooring device, resulting in high equipment costs. Become.

かかることから海上に位置するデツキと没水する複数個
の浮力体を夫々カラムで連結すると共に該デツキを回頭
可能な如く一点係留することが考えられる。しかしなが
らかかる構造−としても充分に係留力を小さくすること
ができなしb即ち、かかる海上構造物に作用する外力は
大別して風波と潮流であるが、これらは一般に一致する
方向に作用しないものである。したがってこの場合の係
留力は第3図(→に示すように風波による力F1と潮流
による力F2の合力F3の反力F4となる。本発明者は
、この係留力F4を小さくするため鋭意検討した結果、
本発明をなすに至った。
For this reason, it is conceivable to connect a deck located on the sea to a plurality of submerged buoyant bodies through columns, and to moor the deck at one point so that it can turn. However, even with such a structure, it is not possible to sufficiently reduce the mooring force.In other words, the external forces that act on such offshore structures can be broadly classified into wind waves and tidal currents, but these generally do not act in the same direction. . Therefore, the mooring force in this case is the reaction force F4 of the resultant force F3 of the force F1 due to wind and waves and the force F2 due to the tidal current, as shown in Fig. 3 (→). As a result,
The present invention has been accomplished.

即ち、海上に位置するデツキと、複数本のカラムと該各
カラムの下端に設けられた浮力体と該浮力体の下部に設
けられた全方位スラスタとよりなり、前記デツキを海底
に敷設されたペースに一点係留するようにした一点係留
式海上構造物としたのである。
That is, it consists of a deck located on the sea, a plurality of columns, a buoyancy body installed at the bottom end of each column, and an omnidirectional thruster installed at the bottom of the buoyancy body, and the deck is laid on the seabed. It was designed as a single-point mooring offshore structure that was moored at one point on Pace.

以下図面に基づき本発明による一点係留式海上構造物の
一実施例を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a single-point mooring type offshore structure according to the present invention will be described below based on the drawings.

第1図および第2図において、海上構造物Aはデツキ1
と該デツキ1に接続された複数本のカラム2と該カラム
2の下端に取付けられた浮力体6と該浮力体3の下部に
設けられた全方位スラスタ4とより構成されている。一
方Bは一点係留装置であって、デツキ1の一端にヒンジ
5によりへ討けられたヨーク6と該ヨニク5の他端を係
留ブイ7に取付けるスイベル8と、海底9に敷設された
ベース10と係留ブイ7を連結するアンカーレグ11と
により構成されている。
In Figures 1 and 2, offshore structure A is deck 1.
It is composed of a plurality of columns 2 connected to the deck 1, a buoyancy body 6 attached to the lower end of the column 2, and an omnidirectional thruster 4 provided at the bottom of the buoyancy body 3. On the other hand, B is a one-point mooring device, which includes a yoke 6 fixed to one end of the deck 1 by a hinge 5, a swivel 8 that attaches the other end of the yoke 5 to a mooring buoy 7, and a base 10 laid on the seabed 9. and an anchor leg 11 that connects the mooring buoy 7.

12は可撓継手である。12 is a flexible joint.

かかる構成において、第3図(b)に示すように海上構
造物Aに風波による外力F、/と潮流による外力F!が
作用したとすると、図示しない検知装置により変位θを
検知して全方位スラスタ4の方位を定めてこれを作動さ
せる。この全方向スラスタ4のスラスト力F5が潮流に
よる外力F!と一致すると係留力F7がp7Jに変化し
、係留力を小さくすることができるのである。
In such a configuration, as shown in FIG. 3(b), the offshore structure A is subjected to an external force F due to wind and waves, / and an external force F due to tidal currents. If this occurs, a detection device (not shown) detects the displacement θ, determines the direction of the omnidirectional thruster 4, and activates it. The thrust force F5 of this omnidirectional thruster 4 is the external force F! caused by the tidal current! When it matches, the mooring force F7 changes to p7J, and the mooring force can be reduced.

勿論本発明の目的は、一点係留式海上構造物の係留力を
小さくする点にあるが、本発明は例えば海上空港に利用
しても効果がある。即ち、飛行機の発着陸は風向きに対
して行なうのが好ましい。、ところで、金弟3図(C)
に示すように海上構造物Aに風波による外力F【、およ
び潮流による外方材が作用しているとその合力Frの方
向に海上構造物Aは位置している。したがって全方位ス
ラスタ4を作動して海上構造物Aが図示しない係留点か
ら風下になるように回頭させることにより飛行機の発着
陸は容易なものとなる。
Of course, the purpose of the present invention is to reduce the mooring force of a single-point moored offshore structure, but the present invention is also effective when applied to, for example, a marine airport. That is, it is preferable that airplanes take off and land in the direction of the wind. , By the way, King Brother 3 (C)
As shown in , when an external force F due to wind and waves and an external force due to a tidal current are acting on the offshore structure A, the offshore structure A is located in the direction of the resultant force Fr. Therefore, by operating the omnidirectional thruster 4 to turn the marine structure A so that it is leeward from a mooring point (not shown), the airplane can easily take off and land.

以上説明したように、本発明の一点係留式海上構造物に
よれば係留力を小さくすることができるので設備費が少
なくて済むばかりでなく、海上空港に利用すれば飛行機
の発着陸が極めて有利になる等の利点を有する。
As explained above, according to the single point mooring type offshore structure of the present invention, the mooring force can be reduced, which not only reduces equipment costs, but also makes it extremely advantageous for aircraft takeoff and landing when used at a marine airport. It has advantages such as:

勿論本発明は前記実施例に限定されるものではなく、そ
の要旨を逸脱しない範囲で種々変更できることは明らか
である。
Of course, the present invention is not limited to the embodiments described above, and it is obvious that various changes can be made without departing from the spirit thereof.

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

第1図は本発明の一点係留式海上構造物の一例の側面図
、第2図はその平面図、第3図(、)〜9(c)は作用
説明図である。 1・・・デツキ、2・・・カラム、3 浮力体、4・・
・全方位スラスタ、5・・・ヒンジ、6・・・ヨーク、
7・・・係留ブイ、8・・スイベル、9・・・海底、1
o・・・ベース、11ト・・・アンカーにグ、12・・
・可撓m手。 代理人 弁理士  小 川 信 − 弁理士  野 口 賢 照 弁理士 斎下和彦
FIG. 1 is a side view of an example of the one-point moored offshore structure of the present invention, FIG. 2 is a plan view thereof, and FIGS. 1...Deck, 2...Column, 3 Buoyant body, 4...
・Omnidirectional thruster, 5...hinge, 6...yoke,
7... Mooring buoy, 8... Swivel, 9... Seabed, 1
o...base, 11t...g to anchor, 12...
・Flexible hand. Agent: Patent Attorney Makoto Ogawa − Patent Attorney: Ken Noguchi Patent Attorney: Kazuhiko Saishita

Claims (1)

【特許請求の範囲】[Claims] 海上に位置するデツキと複数本のカラムと該各カラムの
下端に設けられた浮力体と該浮力体・の下部に8.けら
れた全方位スラスタとよりなり、前記デツキを海底に敷
設されたベースに一点係留するようにした一点係留式海
上構造物。−
8. A deck located on the sea, a plurality of columns, a buoyant body provided at the lower end of each column, and a lower part of the buoyant body. A single-point mooring type offshore structure consisting of an omnidirectional thruster and mooring the deck at a single point to a base laid on the seabed. −
JP4445183A 1983-03-18 1983-03-18 One-point mooring type marine structure Pending JPS59170316A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4445183A JPS59170316A (en) 1983-03-18 1983-03-18 One-point mooring type marine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4445183A JPS59170316A (en) 1983-03-18 1983-03-18 One-point mooring type marine structure

Publications (1)

Publication Number Publication Date
JPS59170316A true JPS59170316A (en) 1984-09-26

Family

ID=12691849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4445183A Pending JPS59170316A (en) 1983-03-18 1983-03-18 One-point mooring type marine structure

Country Status (1)

Country Link
JP (1) JPS59170316A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7299760B2 (en) * 2004-03-05 2007-11-27 Sofec, Inc. Floating LNG import terminal and method for docking

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7299760B2 (en) * 2004-03-05 2007-11-27 Sofec, Inc. Floating LNG import terminal and method for docking
US7543543B2 (en) 2004-03-05 2009-06-09 Sofec, Inc. Floating LNG import terminal and method for docking

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