JPS581110Y2 - offshore structures - Google Patents
offshore structuresInfo
- Publication number
- JPS581110Y2 JPS581110Y2 JP1978042302U JP4230278U JPS581110Y2 JP S581110 Y2 JPS581110 Y2 JP S581110Y2 JP 1978042302 U JP1978042302 U JP 1978042302U JP 4230278 U JP4230278 U JP 4230278U JP S581110 Y2 JPS581110 Y2 JP S581110Y2
- Authority
- JP
- Japan
- Prior art keywords
- floating body
- water tank
- offshore
- cargo
- offshore structure
- 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
Links
Landscapes
- Revetment (AREA)
Description
【考案の詳細な説明】
本考案は洋上に係留された浮体上に各種建造物が構築さ
れる洋上構造物に関するものである。[Detailed Description of the Invention] The present invention relates to an offshore structure in which various structures are constructed on a floating body moored on the ocean.
近年各種エネルギー源の洋上備蓄および中継基地をはじ
め、洋上発電所や各種のプラント台船が各方面で検討さ
れているが、特に外洋におけるこれら洋上構造物の係留
については制限が太き(、経済性からみても有効な方式
は確立されていない。In recent years, offshore storage and transfer bases for various energy sources, offshore power plants, and various plant barges have been considered in various fields, but there are particularly restrictions on mooring these offshore structures in the open ocean (and economic From a gender perspective, no effective method has been established.
その大きな原因として (1) 風波などの外力が大きい。As a major cause of this (1) External forces such as wind and waves are large.
(2)外力を小さくするための構造物、例えばセミサブ
タイプなどは、使用目的によっては不経済きわまりない
ものとなる。(2) Structures for reducing external forces, such as semi-subtype structures, can be extremely uneconomical depending on the purpose of use.
(3)構造物の吃水変化や波浪中での運動による係留力
が極めて大きい。(3) The mooring force due to changes in the structure's water intake and movement in waves is extremely large.
などが考えられ、そのため特に海象条件の良い湾内など
を除いて、防波堤は不可欠という考え方が強く支配して
いる。For this reason, the idea that breakwaters are indispensable is strongly prevailing, except in bays with particularly favorable sea conditions.
しかし防波堤を前提とする限り経済性において、これら
の陸上立地に匹敵するものは不可能と言ってもよい。However, as long as a breakwater is assumed, it can be said that it is impossible to compete with these land-based locations in terms of economy.
特に水深の大きい場合には問題にならない。This is not a problem especially when the water is deep.
本考案は上記の点を鑑み、防波堤なしで外洋上に揺動が
少なく半永久的に係留するのに適した洋上構造物を提案
するものである。In view of the above points, the present invention proposes an offshore structure suitable for semi-permanent mooring on the open ocean with little oscillation without a breakwater.
第1図において、1は数個に区画された浮体2上に構築
された建造物である。In FIG. 1, 1 is a building built on a floating body 2 divided into several parts.
浮体2の周囲吃水部分にはとの浮体2から張出した各脚
荷水槽3を設ける。Each leg tank 3 extending from the floating body 2 is provided in the surrounding area of the floating body 2.
浮体2の長手方向前後端における脚荷水槽3a 、3b
には第2図に示すように、浮体2の幅方向に長い吃水調
節タンク4a、5aと4b、5bとを夫々脚荷水槽3a
、3bの中央両側に設け、中央部に狭い流路6at6b
を形成して所謂減揺水槽とし、バラストウォーターの調
整によりローリングを減揺する。Leg cargo tanks 3a and 3b at the front and rear ends of the floating body 2 in the longitudinal direction
As shown in FIG.
, 3b, with a narrow flow path 6at6b in the center.
This creates a so-called rock-reducing water tank, and the rolling is reduced by adjusting the ballast water.
また浮体2の長手方向両側の各脚荷水槽3 c +3d
も減揺水槽にしてピンチングの減揺を画ることもできる
。In addition, each leg water tank 3 c + 3 d on both sides of the floating body 2 in the longitudinal direction
It is also possible to create a rock-reducing water tank to reduce the vibration of pinching.
一方各脚荷水槽3の上面には浮体2の周囲を略囲む凹入
部7が形成されている(第3図、第4図参照)。On the other hand, a recessed portion 7 that substantially surrounds the floating body 2 is formed on the upper surface of each leg water tank 3 (see FIGS. 3 and 4).
かかる構成であるから、漂流物や船がこの洋上構造物に
当っても浮体2から張設した脚荷水槽3がフェンダ−の
役目を果し、洋上構造物本体が損傷するようなことはな
い。With this configuration, even if a drifting object or a ship hits this offshore structure, the cargo water tank 3 stretched from the floating body 2 will serve as a fender, and the offshore structure itself will not be damaged. .
また脚荷水槽3上面の浮体2周囲に設けた凹入部7によ
って、必要な脚荷水槽3の容量に対する吃水部の水線面
積の拡大を画り、燃料その他の積載物量の変化による吃
水変化を最小限に留め得ること、またこの凹入部7にも
バラストの積込みが可能なこと、そして減揺水槽構造と
相まって洋上構造物の揺動浮沈に対する安定化が得られ
ると共に、この凹入部7は更に建造物1や上甲板上から
の油の漏洩などに対してもオイルフェンスの役割を果す
ものである。In addition, the recessed part 7 provided around the floating body 2 on the upper surface of the landing gear tank 3 expands the water line area of the stuttering part relative to the required capacity of the landing gear tank 3, thereby preventing changes in stuttering due to changes in the amount of fuel and other cargo. This recessed portion 7 can be kept to a minimum, and ballast can also be loaded in this recessed portion 7. Combined with the anti-swaying water tank structure, it is possible to stabilize the offshore structure against rocking ups and downs. It also serves as an oil fence in case of oil leakage from the structure 1 or the upper deck.
また上記構造によって重心位置が下がり一層の安定性が
増し、小型船の接岸係留には水面からの高さが低いため
非常に便利である。Furthermore, the structure described above lowers the center of gravity, further increasing stability, and is very convenient for mooring small ships due to its low height above the water surface.
なお完全なライトウェイトでは脚荷水槽3は水面に露出
するように設計し、破損に対する洋上での修理を可能の
ものとし、また建造時にドックの巾が不足ならば、特に
両側部は別建造して洋上で結合してもよい。In addition, in the case of a complete lightweight, the cargo tank 3 is designed to be exposed to the water surface, so that damage can be repaired at sea, and if the width of the dock is insufficient at the time of construction, especially the two sides may be constructed separately. They may be joined at sea.
本考案の洋上構造物は以上の説明から明らかのように、
建造物が構築された浮体の周囲吃水部分に凹入部を有す
る脚荷水槽をこの浮体に張設したことにより、洋上構造
物に浮漂物が衝突しても洋上構造物本体は安全であり、
また洋上構造物に対する揺動作用や積載物量の変化に対
しても非常に安定しているから防波堤を設ける必要はな
く、汚物の漏洩に対しても前記凹入部によって海上への
流出を防ぎ得るものである。As is clear from the above description, the offshore structure of the present invention is
By installing a cargo water tank with a recessed area around the floating body on which the structure is constructed, the offshore structure itself is safe even if floating objects collide with the offshore structure.
In addition, it is very stable against rocking motions of offshore structures and changes in the amount of cargo loaded, so there is no need to install a breakwater, and the recesses can prevent leakage of waste into the sea. It is.
しかも凹入部は浮体周囲を略囲むように設けであるので
、必要な脚荷水槽の容量に対する吃水部の水線面積の拡
大を図り、燃料その他の積載物量の変化による吃水変化
を最小限に留め得ることができ、またこの凹入部にもバ
ラストの積込みができる。Moreover, since the recessed part is provided so as to almost surround the floating body, the water line area of the stuttering part is expanded relative to the required capacity of the cargo water tank, and changes in stuttering due to changes in the amount of fuel and other cargo can be minimized. Ballast can also be loaded into this recess.
第1図は本考案実施例による洋上構造物の斜視図、第2
図は同平面図、第3図は第2図のA−A線断面図、第4
図は第2図の正面図である。
2・・・・・・浮体、3・・・・・・脚荷水槽、7・・
・・・・凹入部。Figure 1 is a perspective view of an offshore structure according to an embodiment of the present invention;
The figure is the same plan view, Figure 3 is a sectional view taken along the line A-A in Figure 2, and Figure 4 is the same plan view.
The figure is a front view of FIG. 2. 2... Floating body, 3... Leg cargo tank, 7...
...Recessed part.
Claims (1)
槽を張設し、該脚荷水槽の上面に前記浮体周囲な略囲む
凹入部を設けたことを特徴とする洋上構造物。1. An offshore structure, comprising: a floating body on which a structure is constructed; and a water tank extending around the surrounding area of the floating body, and a recessed portion substantially surrounding the floating body on the upper surface of the water tank.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1978042302U JPS581110Y2 (en) | 1978-03-30 | 1978-03-30 | offshore structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1978042302U JPS581110Y2 (en) | 1978-03-30 | 1978-03-30 | offshore structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS54144697U JPS54144697U (en) | 1979-10-06 |
JPS581110Y2 true JPS581110Y2 (en) | 1983-01-10 |
Family
ID=28914548
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1978042302U Expired JPS581110Y2 (en) | 1978-03-30 | 1978-03-30 | offshore structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS581110Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2992626B1 (en) * | 2012-06-29 | 2014-08-01 | Diez Jose Antonio Ruiz | SEMI-SUBMERSIBLE PLATFORM WITH A STABILIZING WING, AND OFFSHORE WIND POWER PLANT INCORPORATING SUCH A PLATFORM |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4931923A (en) * | 1972-08-03 | 1974-03-23 | ||
JPS5222299A (en) * | 1975-08-13 | 1977-02-19 | Hitachi Zosen Corp | Floating system oil storage tank using readily-available tanker and pr oduction mehod therefor |
-
1978
- 1978-03-30 JP JP1978042302U patent/JPS581110Y2/en not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4931923A (en) * | 1972-08-03 | 1974-03-23 | ||
JPS5222299A (en) * | 1975-08-13 | 1977-02-19 | Hitachi Zosen Corp | Floating system oil storage tank using readily-available tanker and pr oduction mehod therefor |
Also Published As
Publication number | Publication date |
---|---|
JPS54144697U (en) | 1979-10-06 |
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