JPH10244989A - Low rolling type floating body structure - Google Patents

Low rolling type floating body structure

Info

Publication number
JPH10244989A
JPH10244989A JP6927597A JP6927597A JPH10244989A JP H10244989 A JPH10244989 A JP H10244989A JP 6927597 A JP6927597 A JP 6927597A JP 6927597 A JP6927597 A JP 6927597A JP H10244989 A JPH10244989 A JP H10244989A
Authority
JP
Japan
Prior art keywords
floating body
main floating
main
width
submerged
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
JP6927597A
Other languages
Japanese (ja)
Inventor
Masahiko Ozaki
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 JP6927597A priority Critical patent/JPH10244989A/en
Publication of JPH10244989A publication Critical patent/JPH10244989A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To constantly keep a low rocking property while keeping the sufficient loadable weight with a simple structure, by forming a main floating body of octagonal pole, and setting a ratio of a width of the main floating body and a width of a submerged buoyancy structure within a specific range on all vertical sections passing through the plane center of the main floating body. SOLUTION: A floating body structure comprises a pole-shaped main floating body 2, and a flat submerged buoyancy structure 1 connected to a lower edge of the main floating body. The main floating body 2 has a shape of octagonal pole, the flat submerged buoyancy structure 1 is octagonally shaped in a plan view, and has the vertical center line same as that of the main floating body 2, and the corresponding sides of the same are in parallel with each other. Further a ratio of a width of the main floating body 2 and a width of the submerged buoyancy structure 1 is set within 1/2 through 4/5 on all vertical sections passing through the plane center of the main floating body 2. In this structure, a natural period of the rocking of the floating body structure becomes long by the mass of the water mass moved after the submerged buoyancy structure 1, so that the rocking can be reduced.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、洋上に発電所,石
油生産設備,清掃工場などのプラントやホテル,娯楽設
備などを設置するのに適した低動揺型浮体構造物に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a low-oscillation type floating structure suitable for installing plants such as power plants, oil production facilities, waste cleaning plants, hotels, recreational facilities and the like on the sea.

【0002】[0002]

【従来の技術】一般に、プラント類を設置するための浮
体構造物としては、箱型(ポンツーン型),半潜水型お
よび通常の船型のものに大別される。箱型の浮体構造物
としては図5の(a)図(平面図)および(b)図(立面図)に
示すようなものがあり、直方体の形状を有する浮体構造
物6が吃水線3にて浮上していて、その上部ないし内部
の空間に所要設備が配置されるようになっている。
2. Description of the Related Art In general, floating structures for installing plants are roughly classified into a box type (pontoon type), a semi-submersible type and a normal ship type. As the box-shaped floating structure, there are those shown in FIG. 5A (plan view) and FIG. 5B (elevated view), and the floating structure 6 having the shape of a rectangular parallelepiped is the water line 3. , And necessary facilities are arranged in the upper or inner space.

【0003】また、半潜水型の浮体構造物は、図6の
(a)図(平面図)および(b)図(側面図)に示すごとく、没
水浮体構造体(ロワーハル)7の上に、吃水線3を中間
高さに有する鉛直柱体(コラム)8を介し、甲板構造部
4が連結されるようにして構成されている。
Further, a semi-submersible floating structure is shown in FIG.
As shown in FIGS. (a) (plan view) and (b) (side view), a vertical column (column) 8 having a draft line 3 at an intermediate height on a submerged floating structure (lower hull) 7. And the deck structure 4 is connected to the deck structure section 4 via the base.

【0004】さらに、図7(a),(b)に示すように、吃
水線3にて浮かぶ通常の船型の浮体構造物9は、図1の
箱型のものと比べて幅/長さの比が小さく、風,水流お
よび波の荷重要因に対して方向の依存性が強くなってい
る。
Further, as shown in FIGS. 7 (a) and 7 (b), a normal hull-shaped floating structure 9 floating on the draft line 3 has a width / length that is larger than that of the box-type floating structure shown in FIG. The ratio is small, and the direction is strongly dependent on wind, water current, and wave load factors.

【0005】[0005]

【発明が解決しようとする課題】ところで、プラント等
を搭載するための浮体構造物に要求される条件の1つ
に、波浪に対する動揺の小さいことがあげられる。前述
した従来技術のうち、箱型の浮体構造物は、比較的静穏
な水域で用いるのに適しており、外洋に面し長い波長の
波が進入するような水域では低動揺性は得難い。
One of the requirements for a floating structure for mounting a plant or the like is that it is less swayed by waves. Among the above-mentioned prior arts, the box-shaped floating structure is suitable for use in a relatively calm water area, and it is difficult to obtain a low oscillating property in a water area facing the open sea where waves of a long wavelength enter.

【0006】また、半潜水型の浮体構造物は、波長が長
く波高が大きな進入波に対しても良好な低動揺性が得ら
れるものであるが、吃水線における水線面積が小さいた
めに甲板上に搭載可能な重量に制限があり、また重心移
動や風荷重に対して傾斜しやすいという短所がある。
[0006] A semi-submersible floating structure can provide good low oscillating properties even for an incoming wave having a long wavelength and a large wave height. There is a drawback in that the weight that can be mounted thereon is limited, and that it is liable to tilt with respect to movement of the center of gravity or wind load.

【0007】さらに、通常の船型を有する浮体構造物
は、風,水流および波の進入方向に船首を常に立てるこ
とができれば比較的良好な低動揺性を得ることが可能で
あるが、気象の変化に瞬時に追随することが困難である
ため、常時低動揺性を確保するには不向きである。
Further, a floating structure having an ordinary hull form can obtain a relatively good low swaying property if the bow can always be set up in the direction of entry of the wind, water flow and waves, but the change of weather can be obtained. Since it is difficult to instantaneously follow the motion, it is not suitable for always maintaining low oscillating properties.

【0008】以上のように、従来技術では、外洋に面し
長い波長の波が進入するような水域で、十分な搭載可能
重量を確保しつつ常時低動揺性を確保することはできな
い。そこで、本発明は、簡素な構造で十分な搭載可能重
量を確保しながら、常時低動揺性を維持できるようにし
た、低動揺型浮体構造物を提供することを課題とする。
As described above, in the prior art, in a water area facing the open sea where a wave of a long wavelength enters, it is not possible to always secure a low oscillating property while securing a sufficient mountable weight. Therefore, an object of the present invention is to provide a low-sway type floating structure capable of always maintaining a low-sway property while securing a sufficient mountable weight with a simple structure.

【0009】[0009]

【課題を解決するための手段】前述の課題を解決するた
め、本発明の低動揺型浮体構造物は、水面を貫通する柱
状の主浮体と、同主浮体の下端に結合されて同主浮体の
外周よりも外側方へ張り出した偏平な没水浮力構造体と
からなる浮体構造物において、上記主浮体が八角柱状に
形成されるとともに、同主浮体の平面中心を通るすべて
の縦断面で、同主浮体の幅と上記没水浮力構造体の幅と
の比が1/2〜4/5に設定されていることを特徴として
いる。
In order to solve the above-mentioned problems, a low swaying type floating structure of the present invention comprises a columnar main floating body penetrating the water surface, and a lower main body connected to a lower end of the main floating body. In a floating structure consisting of a flat submerged buoyant structure projecting outward from the outer periphery of the main floating body is formed in an octagonal column shape, and in all longitudinal sections passing through the plane center of the main floating body, The ratio of the width of the main floating body to the width of the submerged buoyancy structure is set to 1/2 to 4/5.

【0010】上述の本発明の低動揺型浮体構造物では、
主浮体が八角柱状に形成されるので、吃水線における水
線面積が十分に確保されるようになり、これにより十分
な搭載可能重量が得られるほか、風力などを受けて傾斜
した場合の復原力も十分に得られるようになる。そし
て、主浮体の広い周壁がすべて平板で形成されるので、
円筒形の場合と比べて建造時の工作が著しく簡易化され
る。
[0010] In the above-mentioned low-swing type floating structure of the present invention,
Since the main floating body is formed in the shape of an octagonal prism, the waterline area at the draft line will be sufficiently secured, which will provide sufficient loadable weight and stability when inclined due to wind force etc. You will be able to get enough. And since the wide peripheral wall of the main floating body is all formed by a flat plate,
The construction work is significantly simplified as compared with the case of the cylindrical shape.

【0011】また主浮体の下端に同主浮体の外周よりも
外側方へ張り出した偏平な没水浮力構造体が設けられる
ので、これに追随して動く水塊(いわゆる付加水)の質
量により、この浮体構造物の上下揺れ、縦揺れおよび横
揺れの固有周期が箱型の浮体構造物の場合よりも長くな
って進入波の周期から遠ざかるため、動揺が少なくなる
が、特に本発明では上記主浮体の平面中心を通るすべて
の縦断面で、同主浮体の幅と上記没水浮力構造体の幅と
の比が1/2〜4/5に設定されるので、同没水浮力構造
体の進入波進入方向における長さを進入波の波長以上と
して十分な低動揺性を得ることが、構造強度に配慮した
通常の設計で容易に実現できるようになる。
Further, since a flat submerged buoyancy structure projecting outward from the outer periphery of the main floating body is provided at the lower end of the main floating body, the mass of a water mass (so-called additional water) moving following the flat buoyant structure is provided. The natural period of the vertical motion, pitching, and rolling of the floating structure is longer than that of the box-shaped floating structure and is away from the period of the entering wave, so that the fluctuation is reduced. In all longitudinal sections passing through the center of the plane of the floating body, the ratio of the width of the main floating body to the width of the submerged buoyant structure is set to 1/2 to 4/5. It is possible to easily achieve a sufficiently low oscillating property by setting the length in the entering wave entering direction to be equal to or longer than the wavelength of the entering wave by a normal design taking structural strength into consideration.

【0012】さらに、進入波を砕くための砕波構造体
が、上記主浮体の外周を取り囲むように装着されている
と、この浮体構造物が進入波により受ける波浪荷重を効
率よく低減することができる。そして八角柱状の上記主
浮体は外周面を鉛直平面で形成されているため、円筒面
の場合と比べて上記砕波構造体の取り付け工作が容易に
なる利点もある。
Further, when a wave breaking structure for breaking an incoming wave is mounted so as to surround the outer periphery of the main floating body, a wave load received by the floating body structure due to the incoming wave can be efficiently reduced. . Since the octagonal column-shaped main floating body has an outer peripheral surface formed by a vertical plane, there is an advantage that mounting work of the wave breaking structure becomes easier than in the case of a cylindrical surface.

【0013】[0013]

【発明の実施の形態】以下、図面により本発明の実施形
態について説明すると、図1(a),(b)は本発明の第1
実施形態としての低動揺型浮体構造物を示すもので、
(a)図はその平面図、(b)図はその立面図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 (a) and FIG. 1 (b) show a first embodiment of the present invention.
It shows a low-swaying floating structure as an embodiment,
(a) is a plan view and (b) is an elevation view.

【0014】図1(a),(b)に示すように、この浮体構
造物は、水面3を貫通する柱状の主浮体2と、同主浮体
2の下端に結合された偏平な没水浮力構造体1とで構成
されており、同没水浮力構造体1は主浮体2の外周より
も外側方へ張り出した形状になっている。
As shown in FIGS. 1A and 1B, the floating structure has a columnar main floating body 2 penetrating a water surface 3 and a flat submerged buoyancy coupled to a lower end of the main floating body 2. The submerged buoyancy structure 1 has a shape protruding outward from the outer periphery of the main floating body 2.

【0015】そして、主浮体2は八角柱状に形成され、
本実施形態では特に偏平な没水浮力構造体1も、平面で
みると八角形に形成されて、八角柱状の主浮体2と同一
の鉛直中心軸線を有し、対応する八角形の各辺が相互に
平行になるように配設されている。
The main floating body 2 is formed in an octagonal column shape.
In this embodiment, especially the flat submerged buoyancy structure 1 is also formed in an octagon when viewed in a plane, has the same vertical center axis as the octagonal column-shaped main floating body 2, and each side of the corresponding octagon is They are arranged so as to be parallel to each other.

【0016】また、没水浮力構造体1が主浮体2の下端
外周から外側方へ十分に張り出すように、主浮体2の平
面中心を通るすべての縦断面で、主浮体2の幅と没水浮
力構造体1の幅との比が1/2〜4/5に設定されてい
る。
In all vertical sections passing through the center of the plane of the main floating body 2 so that the submerged buoyant structure 1 projects sufficiently outward from the outer periphery of the lower end of the main floating body 2, the width of the main floating body 2 The ratio to the width of the water buoyancy structure 1 is set to 1/2 to 4/5.

【0017】上述の本実施形態の低動揺型浮体構造物で
は、主浮体2が八角柱状に形成されるので、吃水線にお
ける水線面積が十分に確保されるようになり、これによ
り十分な搭載可能重量が得られるほか、風力などを受け
て傾斜した場合の復原力も十分に得られるようになる。
In the low swaying type floating structure of the present embodiment, since the main floating body 2 is formed in an octagonal column shape, a sufficient water line area at the draft line can be ensured. In addition to the possible weight, it also provides sufficient stability in the event of a slope due to wind or other forces.

【0018】また、八角柱状の主浮体2は回転対称体に
近いので、回頭運動が抑制される利点もある。そして、
主浮体2の広い周壁がすべて平板で形成されるので、円
筒形の場合と比べて建造時の工作が著しく簡易化され
る。
Further, since the octagonal column-shaped main floating body 2 is close to a rotationally symmetric body, there is also an advantage that the turning movement is suppressed. And
Since the wide peripheral wall of the main floating body 2 is entirely formed of a flat plate, the construction work is significantly simplified as compared with the case of the cylindrical shape.

【0019】また主浮体2の下端に同主浮体2の外周よ
りも外側方へ張り出した偏平な没水浮力構造体1が設け
られるので、これに追随して動く水塊(いわゆる付加
水)の質量により、この浮体構造物の上下揺れ、縦揺れ
および横揺れの固有周期が箱型の浮体構造物の場合より
も長くなって進入波の周期から遠ざかるため、動揺が少
なくなるが、特に本実施形態では主浮体2の平面中心を
通るすべての縦断面で、主浮体2の幅と没水浮力構造体
1の幅との比が1/2〜4/5に設定されるので、同没水
浮力構造体1の進入波進入方向における長さを進入波の
波長以上として十分な低動揺性を得ることが、構造強度
に配慮した通常の設計で容易に実現できるようになる。
At the lower end of the main floating body 2, a flat submerged buoyant structure 1 which protrudes outward from the outer periphery of the main floating body 2 is provided. Due to the mass, the natural period of the vertical motion, pitching and rolling of the floating structure is longer than that of the box-shaped floating structure, and is away from the period of the incoming wave. In the form, the ratio of the width of the main floating body 2 to the width of the submerged buoyant structure 1 is set to 1/2 to 4/5 in all longitudinal sections passing through the center of the plane of the main floating body 2, so that the submerged It is possible to easily achieve a sufficiently low oscillating property by setting the length of the buoyancy structure 1 in the direction of the approaching wave to be equal to or longer than the wavelength of the approaching wave by a normal design in consideration of the structural strength.

【0020】なお、没水浮力構造体1は偏平な形状を有
しているので、外形が円形でも差し支えないが、本実施
形態のように没水浮力構造体1も八角形の短柱として形
成すると、工作上有利である。
Since the submerged buoyant structure 1 has a flat shape, the outer shape may be circular. However, as in the present embodiment, the submerged buoyant structure 1 is also formed as an octagonal short column. This is advantageous in terms of work.

【0021】次に本発明の第2実施形態について説明す
ると、図2の(a)図はその平面図、(b)図はその立面図
である。図2(a),(b)に示すように、この第2実施形
態の場合も、水面3を貫通する柱状の主浮体2と、同主
浮体2の下端に結合された偏平な没水浮力構造体1とを
そなえており、同没水浮力構造体1は主浮体2の外周よ
りも外側方へ張り出した形状になっている。
Next, a second embodiment of the present invention will be described. FIG. 2A is a plan view and FIG. 2B is an elevation view. As shown in FIGS. 2A and 2B, also in the case of the second embodiment, a columnar main floating body 2 penetrating through a water surface 3 and a flat submerged buoyancy coupled to a lower end of the main floating body 2 are provided. The submerged buoyant structure 1 has a shape that protrudes outward from the outer periphery of the main floating body 2.

【0022】そして、主浮体2は八角柱状に形成され、
偏平な没水浮力体構造1も、平面でみると八角形に形成
されて、八角柱状の主浮体2と同一の鉛直中心軸線を有
し、対応する八角形の各辺が相互に平行になるように配
設されている。
The main floating body 2 is formed in an octagonal column shape.
The flat submerged buoyant body structure 1 is also formed in an octagonal shape when viewed in a plane, has the same vertical center axis as the octagonal column-shaped main floating body 2, and each side of the corresponding octagon is parallel to each other. It is arranged as follows.

【0023】また、没水浮力構造体1が主浮体2の下端
外周から外側方へ十分に張り出すように、主浮体2の平
面中心を通るすべての縦断面で、主浮体2の幅と没水浮
力構造体1の幅との比が1/2〜4/5に設定されてい
る。
In all vertical sections passing through the center of the plane of the main floating body 2, the width of the main floating body 2 and the submerged buoyant structure 1 are sufficiently extended so that the submerged buoyant structure 1 projects sufficiently outward from the outer periphery of the lower end of the main floating body 2. The ratio to the width of the water buoyancy structure 1 is set to 1/2 to 4/5.

【0024】この第2実施形態では、特に主浮体2の上
端に、甲板構造部4が結合されており、同甲板構造部4
は没水浮力構造体1とほぼ同形同大になっている。すな
わち甲板構造部4も平面形状が八角形の偏平な構造物に
なっており、各辺の配置は八角形の没水浮力構造体1の
対応する各辺と整合するようになっている。
In the second embodiment, the deck structure 4 is connected to the upper end of the main floating body 2 in particular.
Is substantially the same shape and size as the submerged buoyancy structure 1. That is, the deck structure 4 is also a flat structure having an octagonal planar shape, and the arrangement of each side is aligned with each corresponding side of the octagonal submerged buoyancy structure 1.

【0025】上述の第2実施形態では、その主浮体2と
偏平な没水浮力構造体1との組み合せにより、前述の第
1実施形態の場合と同様の作用効果が得られるほか、そ
の広い上面を有する甲板構造部4が設けられているた
め、プラント等を搭載する場合に、諸設備の配置が、主
浮体2の内部のみならず甲板構造部4の上面も利用して
有効に行なえるようになる利点がある。なお、要すれば
甲板構造部4と没水浮力構造体1とを支柱で結合して補
強することも可能である。
In the above-described second embodiment, by combining the main floating body 2 and the flat submerged buoyant structure 1, the same operation and effect as in the above-described first embodiment can be obtained. Since the deck structure portion 4 having the structure is provided, when a plant or the like is mounted, the arrangement of various facilities can be performed effectively by using not only the inside of the main floating body 2 but also the upper surface of the deck structure portion 4. There are advantages. In addition, if necessary, the deck structure 4 and the submerged buoyancy structure 1 can be reinforced by being connected with a support.

【0026】次に本発明の第3実施形態としての低動揺
型浮体構造物について説明すると、図3の(a)図はその
平面図、(b)図はその立面図である。図3(a),(b)に
示すように、この第3実施形態の低動揺型浮体構造物
は、図2(a),(b)の低動揺型浮体構造物において、さ
らに主浮体2の外周に進入波を砕くための砕波構造体5
が装着されたものであり、同構造体5は図1(a)に示す
ごとく主浮体2の外周を取り囲むように配設されてい
る。
Next, a low-swing type floating structure according to a third embodiment of the present invention will be described. FIG. 3A is a plan view and FIG. 3B is an elevation view. As shown in FIGS. 3A and 3B, the low swaying floating structure of the third embodiment is the same as the low swaying floating structure of FIGS. 2A and 2B. Breaking structure 5 for breaking incoming waves around
The structure 5 is disposed so as to surround the outer periphery of the main floating body 2 as shown in FIG.

【0027】砕波構造体5の構造としては、図4の(a)
図に示すように複数の水平板5aを階段状に設けたり、
図4の(b)図に示すように複数の傾斜板5bを相互に間
隔をあけて配置したり、図4の(c)図に示すように多孔
板5cを設けたりして構成することができる。
FIG. 4A shows the structure of the wave breaking structure 5.
As shown in the figure, a plurality of horizontal plates 5a are provided in a step shape,
As shown in FIG. 4 (b), a plurality of inclined plates 5b may be arranged at intervals from one another, or a perforated plate 5c may be provided as shown in FIG. 4 (c). it can.

【0028】上述の第3実施形態では、前述の第2実施
形態と同様の作用効果が得られるほか、さらに進入波を
砕くための砕波構造体5が主浮体2の外周を取り囲むよ
うに装着されているので、この浮体構造物が進入波によ
り受ける波浪荷重を効率よく低減することができる。そ
して八角柱状の主浮体2は外周面を鉛直平面で形成され
ているため、円筒面の場合と比べて砕波構造体5の取り
付け工作が容易になる利点もある。
In the third embodiment, the same operation and effect as those of the second embodiment can be obtained. In addition, a wave breaking structure 5 for breaking an incoming wave is mounted so as to surround the outer periphery of the main floating body 2. Therefore, the wave load that the floating structure receives due to the approaching wave can be efficiently reduced. Since the octagonal column-shaped main floating body 2 has an outer peripheral surface formed by a vertical plane, there is an advantage that the work of mounting the wave breaking structure 5 is easier than in the case of a cylindrical surface.

【0029】[0029]

【発明の効果】以上詳述したように、本発明の低動揺型
浮体構造物によれば、次のような効果が得られる。 (1) 主浮体が八角柱状に形成されているので、吃水線に
おける水線面積が十分に確保されるようになり、これに
より十分な搭載可能重量が得られるほか、風力などを受
けて傾斜した場合の復原力も十分に得られるようにな
る。 (2) 上記主浮体の広い周壁がすべて平板で形成されるの
で、円筒形の場合と比べて建造時の工作が著しく簡易化
される。 (3) 上記主浮体の下端に同主浮体の外周よりも外側方へ
張り出した偏平な没水浮力構造体が設けられるので、こ
れに追随して動く水塊(いわゆる付加水)の質量によ
り、この浮体構造物の上下揺れ、縦揺れおよび横揺れの
固有周期が箱型の浮体構造物の場合よりも長くなって進
入波の周期から遠ざかるため、動揺が少なくなる。 (4) 上記主浮体の平面中心を通るすべての縦断面で、同
主浮体の幅と上記没水浮力構造体の幅との比が1/2〜
4/5に設定されるので、同没水浮力構造体の進入波進
入方向における長さを進入波の波長以上として十分な低
動揺性を得ることが、構造強度に配慮した通常の設計で
容易に実現できるようになる。 (5) 進入波を砕くための砕波構造体が、上記主浮体の外
周を取り囲むように装着されていると、この浮体構造物
が進入波により受ける波浪荷重を効率よく低減すること
ができる。そして八角柱状の上記主浮体は外周面を鉛直
平面で形成されているため、円筒面の場合と比べて上記
砕波構造体の取り付け工作が容易になる利点もある。
As described in detail above, the following effects can be obtained according to the low-swaying floating structure of the present invention. (1) Since the main floating body is formed in the shape of an octagonal prism, the waterline area at the draft line can be sufficiently secured, which provides sufficient loadable weight and tilts in response to wind power etc. The stability of the case can be obtained sufficiently. (2) Since the wide peripheral wall of the main floating body is entirely formed of a flat plate, the construction work is significantly simplified as compared with the case of the cylindrical shape. (3) At the lower end of the main floating body, a flat submerged buoyant structure that protrudes outward from the outer periphery of the main floating body is provided. Since the natural periods of the vertical motion, the vertical motion, and the horizontal motion of the floating structure are longer than those of the box-shaped floating structure and are away from the period of the incoming wave, the fluctuation is reduced. (4) In all longitudinal sections passing through the center of the plane of the main floating body, the ratio of the width of the main floating body to the width of the submerged buoyant structure is 1/2 to 2
Since it is set to 4/5, it is easy to obtain sufficient low oscillating property by setting the length of the submerged buoyant structure in the approaching direction of the entering wave to be equal to or longer than the wavelength of the entering wave by ordinary design in consideration of the structural strength. Will be realized. (5) If the wave breaking structure for breaking the approaching wave is mounted so as to surround the outer periphery of the main floating body, the wave load that the floating structure receives due to the incoming wave can be efficiently reduced. Since the octagonal column-shaped main floating body has an outer peripheral surface formed by a vertical plane, there is an advantage that mounting work of the wave breaking structure becomes easier than in the case of a cylindrical surface.

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

【図1】本発明の第1実施形態としての低動揺型浮体構
造物を示すもので、(a)図はその平面図、(b)図はその
立面図である。
FIGS. 1A and 1B show a low-swing type floating structure according to a first embodiment of the present invention, wherein FIG. 1A is a plan view and FIG. 1B is an elevation view.

【図2】本発明の第2実施形態としての低動揺型浮体構
造物を示すもので、(a)図はその平面図、(b)図はその
立面図である。
FIGS. 2A and 2B show a low-swing type floating structure as a second embodiment of the present invention, wherein FIG. 2A is a plan view and FIG. 2B is an elevation view.

【図3】本発明の第3実施形態としての低動揺型浮体構
造物を示すもので、(a)図はその平面図、(b)図はその
立面図である。
3A and 3B show a low swaying type floating structure as a third embodiment of the present invention, wherein FIG. 3A is a plan view and FIG. 3B is an elevation view thereof.

【図4】(a),(b),(c)図はいずれも本発明の低動揺型
浮体構造物に砕波構造体が付設された状態を示す要部縦
断面図である。
FIGS. 4 (a), (b), and (c) are longitudinal sectional views of a main part showing a state in which a wave breaking structure is attached to the low oscillating floating structure of the present invention.

【図5】従来の浮体構造物の一例を示すもので、(a)図
はその平面図、(b)図はその立面図である。
5A and 5B show an example of a conventional floating structure, wherein FIG. 5A is a plan view thereof and FIG. 5B is an elevation view thereof.

【図6】従来の浮体構造物の他の例を示すもので、(a)
図はその平面図、(b)図はその側面図である。
6A and 6B show another example of a conventional floating structure, and FIG.
The figure is a plan view, and the figure (b) is a side view.

【図7】従来の船型を有する浮体構造物の一例を示すも
ので、(a)図はその平面図、(b)図はその側面図であ
る。
7A and 7B show an example of a conventional floating structure having a hull form, wherein FIG. 7A is a plan view thereof, and FIG. 7B is a side view thereof.

【符号の説明】[Explanation of symbols]

1 没水浮力構造体 2 主浮体 3 水面 4 甲板構造部 5 砕波構造体 5a 水平板 5b 傾斜板 5c 多孔板 DESCRIPTION OF SYMBOLS 1 Submerged buoyancy structure 2 Main floating body 3 Water surface 4 Deck structure 5 Wave breaking structure 5a Horizontal plate 5b Inclined plate 5c Perforated plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水面を貫通する柱状の主浮体と、同主浮
体の下端に結合されて同主浮体の外周よりも外側方へ張
り出した偏平な没水浮力構造体とからなる浮体構造物に
おいて、上記主浮体が八角柱状に形成されるとともに、
同主浮体の平面中心を通るすべての縦断面で、同主浮体
の幅と上記没水浮力構造体の幅との比が1/2〜4/5に
設定されていることを特徴とする、低動揺型浮体構造
物。
1. A floating structure comprising a columnar main floating body penetrating a water surface and a flat submerged buoyant structure connected to a lower end of the main floating body and extending outward from an outer periphery of the main floating body. The main floating body is formed in an octagonal column shape,
In all longitudinal sections passing through the plane center of the main floating body, the ratio of the width of the main floating body to the width of the submerged buoyant structure is set to 1/2 to 4/5, Low swing type floating structure.
【請求項2】 進入波を砕くための砕波構造体が、上記
主浮体の外周を取り囲むように装着されたことを特徴と
する、請求項1に記載の低動揺型浮体構造物。
2. The low swaying floating structure according to claim 1, wherein a wave breaking structure for breaking an incoming wave is mounted so as to surround an outer periphery of the main floating body.
JP6927597A 1997-03-06 1997-03-06 Low rolling type floating body structure Pending JPH10244989A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6927597A JPH10244989A (en) 1997-03-06 1997-03-06 Low rolling type floating body structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6927597A JPH10244989A (en) 1997-03-06 1997-03-06 Low rolling type floating body structure

Publications (1)

Publication Number Publication Date
JPH10244989A true JPH10244989A (en) 1998-09-14

Family

ID=13397954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6927597A Pending JPH10244989A (en) 1997-03-06 1997-03-06 Low rolling type floating body structure

Country Status (1)

Country Link
JP (1) JPH10244989A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008062677A (en) * 2006-09-04 2008-03-21 Ihi Marine United Inc Rolling reduction structure for float
WO2009107208A1 (en) * 2008-02-27 2009-09-03 三菱重工業株式会社 Floating structure
KR101603167B1 (en) * 2015-01-29 2016-03-14 한국해양과학기술원 Maritime floating structure comprising plurality floater
CN106516031A (en) * 2016-12-21 2017-03-22 中国船舶工业集团公司第七0八研究所 Semisubmersible octagonal prism-shaped floating type nuclear power station carrier platform

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008062677A (en) * 2006-09-04 2008-03-21 Ihi Marine United Inc Rolling reduction structure for float
WO2009107208A1 (en) * 2008-02-27 2009-09-03 三菱重工業株式会社 Floating structure
CN101918270A (en) * 2008-02-27 2010-12-15 三菱重工业株式会社 Floating structure
KR101603167B1 (en) * 2015-01-29 2016-03-14 한국해양과학기술원 Maritime floating structure comprising plurality floater
WO2016122047A1 (en) * 2015-01-29 2016-08-04 한국해양과학기술원 Marine float structure composed of multiple floats
JP2017506605A (en) * 2015-01-29 2017-03-09 コリア インスティテュート オブ オーシャン サイエンス アンド テクノロジー Marine floating structure consisting of many floating bodies
CN106516031A (en) * 2016-12-21 2017-03-22 中国船舶工业集团公司第七0八研究所 Semisubmersible octagonal prism-shaped floating type nuclear power station carrier platform

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