JPS59199392A - One-point-moored marine structure - Google Patents
One-point-moored marine structureInfo
- Publication number
- JPS59199392A JPS59199392A JP7302083A JP7302083A JPS59199392A JP S59199392 A JPS59199392 A JP S59199392A JP 7302083 A JP7302083 A JP 7302083A JP 7302083 A JP7302083 A JP 7302083A JP S59199392 A JPS59199392 A JP S59199392A
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- force
- buoyant bodies
- omnidirectional
- point
- 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
Links
Abstract
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. .
一般に海上浮力構造物は箱型の所謂ポンツーンとして構
成されるが、か\る構造物には係留時にに風波や潮流等
の外力が作用し、そのため同様が多い。Marine buoyant structures are generally constructed as box-shaped so-called pontoons, but external forces such as wind waves and tidal currents act on these structures when they are moored, so they are often similar.
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
顧可能な如く一点係留とすることが考えられる。For this reason, it is conceivable to connect a deck located on the sea and a plurality of submerged buoyant bodies by columns, respectively, and to moor the deck at one point so that it can be retraced.
ところで、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、これらは一般的に一致する方向に
作用しないものである。従ってこの場合の係留力は第3
図(a)に示すように風波による力F1と潮流によるF
2の合力F3の反力F4となる。By the way, 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 third
As shown in figure (a), the force F1 due to wind and waves and the force F due to tidal current
2 becomes the reaction force F4 of the resultant force F3.
本発明者は、この係留力を小さくするため鋭意検討した
結果、風波が構造物全体に作用するのに対し、潮流は没
水部、主として浮力体に作用している点に着目して本発
明をなすに至った。As a result of intensive studies to reduce this mooring force, the present inventor focused on the fact that wind and waves act on the entire structure, whereas tidal currents act on the submerged parts, mainly the buoyant body, and developed the present invention. I came to do this.
即ち、海上に位置するデツキと複数本のカラムの下端に
設けられた横長の浮力体とよりなり、かつ少なくとも前
記浮力体を水平方向に回動可能な如く構成すると共に、
該浮力体に全方向スラスタを取付け、前記デツキを海底
に敷設されるベースに一点係留するようにした一点係留
式海上作構造物を提供せんとするものである。That is, it consists of a deck located on the sea and a horizontally long buoyant body provided at the lower end of a plurality of columns, and at least the buoyant body is configured to be rotatable in the horizontal direction,
It is an object of the present invention to provide a one-point moored offshore structure in which an omnidirectional thruster is attached to the buoyant body and the deck is moored at one point to a base laid on the seabed.
以下図に基づき本発明による一点係留式海上作業構造物
の一実施例を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a single-point mooring offshore working structure according to the present invention will be described below with reference to 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
の下端に設けられた浮力体3とにより構成されている。In Figures 1 and 2, offshore structure A includes a deck 1, a plurality of columns 2 connected to the deck 1, and a plurality of columns 2 connected to the deck 1.
The buoyant body 3 is provided at the lower end of the buoyant body 3.
浮力体3は横長の所謂ポンツーンに形成されと共にカラ
ム2の中心軸Zを回転軸として水平方向に回動自在に取
付けられしている。そしてこの浮力体3には全方向スラ
スタ4が設けられている。The buoyant body 3 is formed into a horizontally long so-called pontoon, and is mounted so as to be rotatable in the horizontal direction about the central axis Z of the column 2 as a rotation axis. This buoyant body 3 is provided with an omnidirectional thruster 4.
Bは係留装置でデツキ1の一端にヒンジ5により取付け
られたヨーク6と該ヨーク6の他端を係留ブイ7に取付
けるスイベル8と、海底に敷設されたベース9と係留ブ
イ7を連結するエンカ−レグ10とにより構成されてい
る。11は可撓継手である。B is a mooring device that includes a yoke 6 attached to one end of the deck 1 by a hinge 5, a swivel 8 that attaches the other end of the yoke 6 to a mooring buoy 7, and an anchor that connects a base 9 laid on the seabed and the mooring buoy 7. - leg 10. 11 is a flexible joint.
か\る構成において、海上構造物Aに風波による外力が
作用した状態において潮流による外力F1が作用すると
、浮力体3は水平方向に回動して第2図に実線で示すよ
うになる。即ち最も抵抗の少ない状態に位置することと
なる。この時の係留力F4を示すと第3図(b)の状態
となって係留力を小さくすることができる。そしてこの
状態において全方向スラスタ4を作動させてスラスタ力
F5を与えると係留力F4は第3図(c)にF4’とし
て示すように更に小さくなることができるのである。In such a configuration, when an external force F1 due to a tidal current acts on the offshore structure A in a state where an external force due to wind and waves is applied, the buoyancy body 3 rotates in the horizontal direction as shown by the solid line in FIG. 2. That is, it will be located in the state of least resistance. The mooring force F4 at this time is shown in FIG. 3(b), and the mooring force can be reduced. In this state, if the omnidirectional thruster 4 is operated to apply a thruster force F5, the mooring force F4 can be further reduced as shown as F4' in FIG. 3(c).
特に空港のように風向きと飛行機の発着陸の方向を同じ
とするような場合において僅かなスラスト力で係留力を
小さくすると共に構造物を回頭させることができる効果
は大きい。Particularly in a case such as an airport where the direction of the wind and the direction of takeoff and landing of airplanes are the same, the mooring force can be reduced and the structure can be turned with a small thrust force, which is very effective.
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.
第1図は本発明による一点係留海上構造物の側面図、第
2図はその平面図第3図(a)〜(c)は係留力の説明
図である。
1・・デツキ、2・・カラノい3・・浮力体、4・・全
方向スラスタ、5・・ヒンジ、6・・ヨーク、7・・係
留ブイ、
8・・スイヘル、9・・ベース、
10・・アンカーレグ、11・・可撓継手、A・・海上
構造物、B・・係留装置。
代理人 弁理士 小 川 信 −
弁理士 野 口 賢 照
弁理士斎下和彦
−陣FIG. 1 is a side view of a one-point moored offshore structure according to the present invention, FIG. 2 is a plan view thereof, and FIGS. 3(a) to 3(c) are explanatory diagrams of mooring force. 1...Deck, 2...Karanoi 3...Floating body, 4...Omnidirectional thruster, 5...Hinge, 6...Yoke, 7...Mooring buoy, 8...Swivel, 9...Base, 10 ... Anchor leg, 11.. Flexible joint, A.. Offshore structure, B.. Mooring device. Agent: Patent Attorney Shin Ogawa − Patent Attorney Ken Noguchi Teru Patent Attorney Kazuhiko Saishita − Jin
Claims (1)
ムの下端に設けられた横長の浮力体とよりなりかつ少な
くとも前記浮力体を水平方向に回動可能な如く構成する
と共に該浮力体に全方位スラスタを取付け、前記デツキ
を海底に敷設られたベースに一点係留するようにしたこ
とを特徴とする一点係留式海上構造物。It consists of a deck located on the sea, a plurality of columns, and a horizontally long buoyant body provided at the lower end of each column, and at least the buoyant body is configured to be rotatable in the horizontal direction, and the buoyant body is configured to be rotatable in the horizontal direction. A one-point moored offshore structure, characterized in that an omnidirectional thruster is attached and the deck is moored at one point to a base laid on the seabed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7302083A JPS59199392A (en) | 1983-04-27 | 1983-04-27 | One-point-moored marine structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7302083A JPS59199392A (en) | 1983-04-27 | 1983-04-27 | One-point-moored marine structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59199392A true JPS59199392A (en) | 1984-11-12 |
Family
ID=13506231
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7302083A Pending JPS59199392A (en) | 1983-04-27 | 1983-04-27 | One-point-moored marine structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59199392A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101380722B1 (en) * | 2012-08-22 | 2014-04-02 | 대우조선해양 주식회사 | System and method for dynamic positioning of vessel |
JP2016520167A (en) * | 2013-04-30 | 2016-07-11 | アーセーエセ セルヴィシオス,コミュニカシオネス イ エネルジア エセ.エレ. | Submersible active support structures for turbine towers and substations or similar elements in offshore installations |
-
1983
- 1983-04-27 JP JP7302083A patent/JPS59199392A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101380722B1 (en) * | 2012-08-22 | 2014-04-02 | 대우조선해양 주식회사 | System and method for dynamic positioning of vessel |
JP2016520167A (en) * | 2013-04-30 | 2016-07-11 | アーセーエセ セルヴィシオス,コミュニカシオネス イ エネルジア エセ.エレ. | Submersible active support structures for turbine towers and substations or similar elements in offshore installations |
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