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JP7660877B2 - Floating Structure - Google Patents
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JP7660877B2 - Floating Structure - Google Patents

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JP7660877B2
JP7660877B2 JP2021049277A JP2021049277A JP7660877B2 JP 7660877 B2 JP7660877 B2 JP 7660877B2 JP 2021049277 A JP2021049277 A JP 2021049277A JP 2021049277 A JP2021049277 A JP 2021049277A JP 7660877 B2 JP7660877 B2 JP 7660877B2
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floating
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floating structure
suppression plate
motion
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正己 松浦
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NPO NAGASAKI MARINE INDUSTRY CLUSTER PROMOTION ASSOCIATION
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Description

本発明は、水面を浮遊する浮体構造体に関する。 The present invention relates to a floating structure that floats on the water surface.

従来より、海洋、湖沼、河川等の水上の設備として、水面を浮遊する浮体構造物が広く利用されている(特許文献1参照)。このような浮体構造物は、水底に支柱を設置する必要がなく構造を簡素化でき低コストであるが、波浪による動揺の影響を受けるという問題がある。したがって、波浪による動揺を抑制し、安定して水面を浮遊する浮体構造物が求められている。 Floating structures that float on the water surface have been widely used as facilities on water in oceans, lakes, rivers, etc. (see Patent Document 1). Such floating structures do not require the installation of supports on the water bottom, making the structure simple and low-cost, but they have the problem of being affected by motion caused by waves. Therefore, there is a demand for floating structures that can suppress motion caused by waves and float stably on the water surface.

このような浮体構造物としては、具体的に、例えば、海上での気象観測、波浪・津波観測、風況観測、海水調査、水産業・養殖業における環境調査等を目的とした観測用のブイがある(特許文献2参照)。観測用のブイにおいては、波浪による動揺の抑制化に加えて、観測センサーの増加や長期観測のための電源の確保などから、それらの機器を搭載可能な容積の大きなブイが望まれている。また、搭載する機器のメンテナンスを海上で行うことが可能な保守性の高いブイが望まれている。さらに、陸上輸送や水上輸送に対応可能な低コストで単純な構造のブイが望まれている。 Specific examples of such floating structures include observation buoys used for marine meteorological observation, wave and tsunami observation, wind observation, seawater surveys, and environmental surveys in the fisheries and aquaculture industries (see Patent Document 2). In addition to suppressing motion caused by waves, observation buoys are desired to have a large volume that can accommodate an increased number of observation sensors and a secure power source for long-term observation. There is also a demand for highly maintainable buoys that allow maintenance of the onboard equipment to be performed at sea. There is also a demand for low-cost, simple-structure buoys that can be used for land and water transportation.

特開2005-029065号公報JP 2005-029065 A 特開2001-341693号公報JP 2001-341693 A

本発明の課題は、効率的に波浪による動揺を抑制して水面を安定的に浮遊することができると共に、単純かつコンパクトな構成で保守性や運搬性に優れた浮体構造物を提供することにある。 The objective of the present invention is to provide a floating structure that can efficiently suppress rocking caused by waves and float stably on the water surface, while having a simple and compact configuration and excellent maintainability and transportability.

本発明者は、上記課題を解決すべく鋭意研究した結果、浮体を、浮体本体と、その下方に突出した浮体凸部とを具備する構成(浮体の下側周部を欠落した形状)として、その浮体凸部の周囲かつ浮体本体の外周面より内方に動揺抑制板を設けることにより、上記課題を解決できることを見いだし、本発明を完成するに至った。 As a result of intensive research into solving the above problems, the inventors discovered that the above problems could be solved by configuring a float with a float body and a float convex portion protruding downward (a shape in which the lower periphery of the float is missing), and providing a motion suppression plate around the float convex portion and inward from the outer periphery of the float body, thus completing the present invention.

すなわち、本発明は、以下の通りのものである。
[1]水面を浮遊する浮体構造体であって、
その上面が水上に現れる浮体本体と、該浮体本体の下部から下方に突出して設けられた浮体凸部とを具備する浮体と、
前記浮体凸部の周囲かつ前記浮体本体の外周面より内方に設けられ、波浪による動揺を抑制する動揺抑制板と、
を備えていることを特徴とする浮体構造体。
[2]前記動揺抑制板が、前記浮体凸部の下側側部から外方に隙間を空けて設けられた、周方向に延びる水平板であることを特徴とする上記[1]記載の浮体構造体。
[3]前記動揺抑制板が、前記浮体本体の外側底部から下方に隙間を空けて設けられた、周方向に延びる垂直板であることを特徴とする上記[1]記載の浮体構造体。
[4]前記動揺抑制板が、前記浮体凸部の底面より上方に設けられていることを特徴とする上記[2]又は[3]記載の浮体構造体。
[5]前記浮体本体及び前記浮体凸部が、それぞれ円柱体であることを特徴とする上記[1]~[4]のいずれか記載の浮体構造体。
[6]観測用ブイであることを特徴とする上記[1]~[5]のいずれか記載の浮体構造体。
That is, the present invention is as follows.
[1] A floating structure that floats on the water surface,
A float including a float body whose upper surface appears above water and a float convex portion protruding downward from a lower portion of the float body;
A motion suppression plate is provided around the floating protrusion and inward from the outer circumferential surface of the floating body to suppress motion caused by waves;
A floating structure comprising:
[2] The floating structure described in [1] above, characterized in that the motion suppression plate is a horizontal plate extending in the circumferential direction and provided with a gap outward from the lower side portion of the floating convex portion.
[3] The floating structure described in [1] above, characterized in that the motion suppression plate is a vertical plate extending in the circumferential direction and spaced downward from the outer bottom of the floating body.
[4] A floating structure as described in [2] or [3] above, characterized in that the motion suppression plate is provided above the bottom surface of the floating convex portion.
[5] The floating structure according to any one of the above [1] to [4], characterized in that the floating body and the floating convex portion are each cylindrical.
[6] The floating structure according to any one of [1] to [5] above, characterized in that it is an observation buoy.

本発明の浮体構造物は、効率的に波浪による動揺を抑制して水面を安定的に浮遊することができると共に、単純かつコンパクトな構成で保守性や運搬性に優れる。 The floating structure of the present invention can efficiently suppress rocking caused by waves and float stably on the water surface, and its simple and compact structure makes it easy to maintain and transport.

本発明の第1の実施形態に係る浮体構造体の概略側断面図である。1 is a schematic side cross-sectional view of a floating body structure according to a first embodiment of the present invention. FIG. 図1に示す第1の実施形態に係る浮体構造体おけるA‐A線概略矢視断面図である。FIG. 2 is a schematic cross-sectional view taken along line AA of the floating body structure according to the first embodiment shown in FIG. 1 . 本発明の第1の実施形態に係る浮体構造体が海上に浮遊している様子を示す説明図であり、(a)は二点係留した状態を示し、(b)は一点係留した状態を示す。1A and 1B are explanatory diagrams showing a floating structure according to a first embodiment of the present invention floating on the sea, in which FIG. 1A shows a state in which the floating structure is moored at two points, and FIG. 1B shows a state in which the floating structure is moored at one point. 本発明の第2の実施形態に係る浮体構造体の概略側断面図である。FIG. 5 is a schematic side cross-sectional view of a floating body structure according to a second embodiment of the present invention. 図4に示す第2の実施形態に係る浮体構造体おけるB-B線概略端面図である。FIG. 5 is a schematic end view of the floating body structure according to the second embodiment shown in FIG. 4 taken along line B-B. 本発明の第3の実施形態に係る浮体構造体の浮体の概略側断面図である。FIG. 11 is a schematic cross-sectional side view of a float of a floating body structure according to a third embodiment of the present invention. 本発明の第4の実施形態に係る浮体構造体の浮体の概略側断面図である。FIG. 11 is a schematic cross-sectional side view of a float of a floating body structure according to a fourth embodiment of the present invention. 実施例で作製した第5の実施形態に係る浮体構造体の浮体本体を示す写真である。13 is a photograph showing a floating body of a floating structure according to a fifth embodiment produced in an example. 実施例で作製した第5の実施形態に係る浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。13 is a photograph showing a floating body structure according to a fifth embodiment produced in an example, where (a) is a photograph taken obliquely from above, and (b) is a photograph taken obliquely from below. 実施例で作製した第6の実施形態に係る浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。13 is a photograph showing a floating body structure according to a sixth embodiment produced in an example, where (a) is a photograph taken obliquely from above, and (b) is a photograph taken obliquely from below. 実施例で作製した従来型の浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。6A and 6B are photographs showing a conventional floating structure produced in the examples, where (a) is a photograph taken obliquely from above, and (b) is a photograph taken obliquely from below. 動揺特性試験の概要を示す説明図である。FIG. 2 is an explanatory diagram showing an outline of a vibration characteristic test. 実施例で作製した浮体構造体の動揺特性を測定した結果を示す図である。FIG. 13 is a diagram showing the results of measuring the motion characteristics of the floating structure produced in the embodiment.

本発明の浮体構造体は、水面を浮遊する浮体構造体であって、その上面が水上に現れる浮体本体と、浮体本体の下部から下方に突出して設けられた浮体凸部とを具備する浮体と、浮体凸部の周囲かつ浮体本体の外周面より内方に設けられ、波浪による動揺を抑制する動揺抑制板とを備えていることを特徴とする。 The floating structure of the present invention is a floating structure that floats on the water surface, and is characterized by comprising a float having a floating body whose upper surface appears above the water and a floating protrusion that protrudes downward from the lower part of the floating body, and a motion suppression plate that is provided around the floating protrusion and inward from the outer periphery of the floating body to suppress motion caused by waves.

なお、本明細書においては、波の進入方向に対して垂直軸回りの浮体構造物の運動を縦揺れ(ピッチ方向の揺れ)といい、波の進入方向に並行軸回りの浮体構造物の運動を横揺れ(ロール方向の揺れ)ということがある。 In this specification, the movement of a floating structure around an axis perpendicular to the direction of approaching waves is referred to as vertical sway (sway in the pitch direction), and the movement of a floating structure around an axis parallel to the direction of approaching waves is referred to as lateral sway (sway in the roll direction).

本発明の浮体構造体においては、浮体凸部の周囲に設けられた動揺抑制板が、波浪による縦揺れ又は横揺れによって生じる浮体構造体下部の流体流れに対して抵抗となり、これにより、動揺を抑制して安定した浮遊を可能とする。また、従来の浮体と比較して、浮体の下側周部といったごく一部が欠落した形状であることから、十分な内部空間を確保でき、安定して浮遊することができる。また、動揺抑制板が浮体本体の外周面より内方に設けられているため、コンパクトであり、動揺抑制板による外部との干渉リスクを抑えることができる。すなわち、水面浮遊時に、メンテナンス船等を近くまで寄せることができ、水上での保守が容易となる。また、船舶等に牽引されて水面を移動する時に、抵抗がなくスムーズに牽引することができる。さらに、トラックや船舶に積載して運搬する時に、破損のおそれがなく、効率的に運搬することができる。 In the floating structure of the present invention, the motion suppression plate provided around the float's protruding portion provides resistance to the fluid flow at the bottom of the floating structure caused by vertical or horizontal motion due to waves, thereby suppressing motion and enabling stable floating. In addition, compared to conventional floats, the shape of the float is such that only a small portion, such as the lower periphery, is missing, so sufficient internal space can be secured and the structure can float stably. In addition, since the motion suppression plate is provided inside the outer periphery of the float body, it is compact and the risk of interference with the outside due to the motion suppression plate can be reduced. In other words, when floating on the water surface, a maintenance ship or the like can be brought close, making maintenance on the water easier. In addition, when towed by a ship or the like to move on the water surface, it can be towed smoothly without resistance. Furthermore, when loaded onto a truck or ship for transportation, it can be transported efficiently without risk of damage.

本発明の浮体構造体は、例えば、気象、海洋状況、水産業に関わる情報等を得るための観測用ブイの他、航路標識用ブイ、工事用標識ブイ、浮桟橋、はしけ(バージ)等に適用することができる。 The floating structure of the present invention can be used, for example, as an observation buoy for obtaining information related to meteorology, ocean conditions, and the fishing industry, as well as a navigational buoy, a construction marker buoy, a floating pier, a barge, etc.

本発明の浮体構造体の設置方法としては、通常風や波や潮流などの外力に対して位置保持性に優れる多点係留や、外力から受ける力が小さくなるように振れ回る一点係留などが挙げられる。 Methods for installing the floating structure of the present invention include multi-point mooring, which is excellent at maintaining its position against external forces such as wind, waves, and currents, and single-point mooring, which swings around to reduce the force received from external forces.

以下、本発明の浮体構造体を、水面に浮遊した状態に基づいて説明する。 The floating structure of the present invention will be described below based on the state in which it is floating on the water surface.

[浮体]
本発明の浮体は、上記のように、浮体本体と、その下部から下方に突出して設けられた浮体凸部とを具備している。浮体本体及び浮体凸部は、通常、内部空間を有して連通している。この内部空間には、外部からの浸水を防ぐ気密構造となっており、例えば、観測機器等のバッテリー、発電機器、燃料容器等の各種機器や、バラスト、発泡材等の重量調整用部材が収容可能に構成されている。
[Floating body]
As described above, the float of the present invention comprises a float body and a float protruding portion provided so as to protrude downward from the lower portion of the float body. The float body and the float protruding portion usually have an internal space and are in communication with each other. This internal space has an airtight structure to prevent water from entering from the outside, and is configured to be able to accommodate various devices such as batteries for observation equipment, power generation equipment, and fuel containers, as well as weight adjustment members such as ballast and foam materials.

(浮体本体)
浮体本体は、上記のように、内部空間を有する中空体であって、水面浮遊時にその上面が水上に現れる。浮体本体の上面には、例えば、データ収録器、通信機器、気象計、風況観測機器等の観測装置の他、照明、欄干等が搭載される。観測装置等は、必要に応じて、収容容器や覆いによって保護される。
(Floating body)
As described above, the float body is a hollow body having an internal space, and its upper surface appears above the water when floating on the water surface. For example, observation devices such as data recorders, communication devices, weather meters, and wind condition observation devices, as well as lighting, railings, etc. are mounted on the upper surface of the float body. The observation devices, etc. are protected by a container or cover as necessary.

浮体本体の形状としては、水面を浮遊可能な形状であれば特に制限されるものではないが、上記のように観測装置等を搭載することから、上面が平坦な形状であることが好ましく、例えば、円筒体、直方体等を挙げることができる。 The shape of the float body is not particularly limited as long as it can float on the water surface, but since it will be equipped with observation equipment, etc. as described above, it is preferable for the top surface to be flat, such as a cylinder or a rectangular parallelepiped.

浮体本体の材質としては、防水性(気密性)を有するものであれば特に制限されるものではなく、例えば、鋼材、アルミ、FRP、ポリエチレン樹脂、PCコンクリート、塩化ビニル樹脂等を挙げることができる。 The material of the floating body is not particularly limited as long as it is waterproof (airtight), and examples include steel, aluminum, FRP, polyethylene resin, PC concrete, polyvinyl chloride resin, etc.

(浮体凸部)
浮体凸部は、浮体本体同様、内部空間を有する中空体であって、浮体本体の下部から下方に突出して設けられている。本発明の浮体は、従来の浮体と比較して、浮体の下側周部といったごく一部が欠落した形状であることから、十分な内部空間を確保でき、安定して浮遊することができ、また、多くの機材を収容することが可能となる。
(Floating body convex part)
The float convex portion is a hollow body having an internal space, like the float body, and is provided so as to protrude downward from the bottom of the float body. Compared to conventional floats, the float of the present invention has a shape in which only a small part, such as the lower periphery of the float, is missing, so that a sufficient internal space can be secured, the float can float stably, and a large amount of equipment can be accommodated.

浮体凸部の形状としては、浮体本体に収まる形状であれば特に制限されるものではなく、例えば、円柱体、直方体、逆円錐台、逆角錐台、多段円柱体、多段直方体、多段逆円錐台、多段逆角錐台等を挙げることができる。 The shape of the float's protrusion is not particularly limited as long as it fits within the float's main body, and examples include a cylinder, a rectangular parallelepiped, an inverted truncated cone, an inverted truncated pyramid, a multi-stage cylinder, a multi-stage rectangular parallelepiped, a multi-stage truncated cone, and a multi-stage truncated inverted pyramid.

浮体凸部の材質としては、防水性(気密性)を有するものであれば特に制限されるものではなく、浮体本体と同様である。 The material of the float's protrusions is not particularly limited as long as it is waterproof (airtight), and can be the same as that of the float's main body.

[動揺抑制板]
動揺抑制板は、浮体凸部の周囲かつ浮体本体の外周面より内方に設けられ、波浪による動揺を抑制する部材である。動揺抑制板が、波浪による縦揺れ又は横揺れによって生じる浮体構造体下部の流体流れに対して抵抗となることにより、動揺を抑制することができ、安定した浮遊を可能とする。浮体本体の外周面より内方とは、浮体本体の外周面を超えない範囲であり、同一面を含む。動揺抑制板が、浮体本体の外周面より内方に設けられていることにより、浮体構造物をコンパクトにすることができ、動揺抑制板が外部と干渉するリスクを減少させることができる。
[Sway suppression plate]
The motion suppression plate is a member that is provided around the float convex portion and inward from the outer circumferential surface of the float main body, and suppresses motion caused by waves. The motion suppression plate provides resistance to the fluid flow at the bottom of the floating structure caused by vertical or horizontal motion caused by waves, thereby suppressing motion and enabling stable floating. "Inward from the outer circumferential surface of the float main body" means a range that does not exceed the outer circumferential surface of the float main body, and includes the same surface. By providing the motion suppression plate inward from the outer circumferential surface of the float main body, the floating structure can be made compact, and the risk of the motion suppression plate interfering with the outside can be reduced.

また、動揺抑制板は、浮体凸部の底面より上方に設けられていることが好ましい。すなわち、動揺抑制板が浮体凸部の底面より下方に突出しないことが好ましい。このような構成により、浮体構造物がよりコンパクトになる。 It is also preferable that the motion suppression plate is provided above the bottom surface of the floating body's convex portion. In other words, it is preferable that the motion suppression plate does not protrude below the bottom surface of the floating body's convex portion. This configuration makes the floating structure more compact.

また、動揺抑制板は、浮体凸部の全周にわたって連続して設けられるものが好ましいが、間欠的に設けられるものや、所定の辺(例えば、浮体が直方体の場合に、対向する一対の辺のみ)に設けられるものであってもよい。 In addition, it is preferable that the motion suppression plate is provided continuously around the entire circumference of the float's convex portion, but it may be provided intermittently or on a specified side (for example, only on a pair of opposing sides when the float is a rectangular parallelepiped).

動揺抑制板の材質としては、特に制限されるものではなく、浮体本体と同様のものを挙げることができる。 The material of the motion suppression plate is not particularly limited, and may be the same as that of the floating body itself.

動揺抑制板の具体的な好ましい態様としては、浮体凸部の下側側部から外方に隙間を空けて設けられた、周方向に延びる水平板である態様(図1参照)や、浮体本体の外側底部から下方に隙間を空けて設けられた、周方向に延びる垂直板である態様(図4参照)を挙げることができる。なお、本発明における水平板又は垂直板は、水平又は垂直方向から10°以内、好ましくは5°以内の傾斜水平板又は傾斜垂直板を含む概念である。 Specific preferred embodiments of the motion suppression plate include a horizontal plate extending in the circumferential direction and spaced outward from the lower side of the float's convex portion (see FIG. 1), and a vertical plate extending in the circumferential direction and spaced downward from the outer bottom of the float's main body (see FIG. 4). Note that the horizontal plate or vertical plate in this invention is a concept that includes a horizontal plate or vertical plate inclined within 10°, preferably within 5°, from the horizontal or vertical direction.

動揺抑制板が、浮体凸部の下側側部から外方に隙間を空けて設けられた、周方向に延びる水平板である態様の場合、浮体凸部との隙間の間隔は、例えば、20~200mm程度であり、20~100mmが好ましく、30~80mmがより好ましく、40~60mmがさらに好ましい。この態様の場合、浮体構造体に揺れが生じた場合、浮体凸部の周囲に滞留する水が、動揺抑制板と浮体凸部との隙間から勢いよく流出し、これにより、縦揺れ又は横揺れを小さくする減衰力が大きくなり、揺動を抑制することができる。また、動揺抑制板の配置位置としては、浮体凸部の底面と面一となる位置に配置されることが好ましい。これにより、浮体構造物表面の凹凸を減少させ、外部との干渉による破損を防止することができる。 In the case where the motion suppression plate is a horizontal plate extending in the circumferential direction and provided with a gap outward from the lower side of the floating convex portion, the gap between the floating convex portion and the plate is, for example, about 20 to 200 mm, preferably 20 to 100 mm, more preferably 30 to 80 mm, and even more preferably 40 to 60 mm. In this case, when the floating structure sways, the water remaining around the floating convex portion flows out forcefully from the gap between the motion suppression plate and the floating convex portion, which increases the damping force that reduces the vertical or horizontal swaying, and the swaying can be suppressed. In addition, the motion suppression plate is preferably disposed in a position flush with the bottom surface of the floating convex portion. This reduces the unevenness of the surface of the floating structure and prevents damage due to external interference.

動揺抑制板が、浮体本体の外側底部から下方に隙間を空けて設けられた、周方向に延びる垂直板である態様の場合、浮体本体との間隔は、例えば、20~200mm程度であり、20~100mmが好ましく、30~80mmがより好ましく、40~60mmがさらに好ましい。この態様の場合、上記水平板が設けられる場合と同様に、縦揺れ又は横揺れを小さくする減衰力を大きくすることができ、揺動を抑制することができる。また、動揺抑制板の配置位置としては、浮体本体の外周面と面一となる位置に配置されることが好ましい。これにより、浮体構造物表面の凹凸を減少させ、外部との干渉による破損を防止することができる。 In the case where the motion suppression plate is a vertical plate extending in the circumferential direction and spaced downward from the outer bottom of the floating body, the distance from the floating body is, for example, about 20 to 200 mm, preferably 20 to 100 mm, more preferably 30 to 80 mm, and even more preferably 40 to 60 mm. In this case, as in the case where the horizontal plate is provided, the damping force that reduces the vertical or horizontal motion can be increased, and the motion can be suppressed. In addition, the motion suppression plate is preferably disposed in a position flush with the outer peripheral surface of the floating body. This reduces unevenness on the surface of the floating structure and prevents damage due to external interference.

本発明の浮体構造体が円柱型の場合、浮体本体の直径としては、用途等に応じて適宜設定することができるが、例えば、0.3~100mである。観測用ブイの場合、0.5~15mが好ましく、1~10mがより好ましく、2~5mがさらに好ましい。また、浮体凸部の直径としては、浮体本体の直径の50~85%の長さであることが好ましく、60~80%の長さであることがより好ましく、70~80%の長さであることがさらに好ましい。 When the floating structure of the present invention is cylindrical, the diameter of the floating body can be set appropriately depending on the application, etc., but is, for example, 0.3 to 100 m. In the case of an observation buoy, 0.5 to 15 m is preferable, 1 to 10 m is more preferable, and 2 to 5 m is even more preferable. In addition, the diameter of the floating convex part is preferably 50 to 85% of the diameter of the floating body, more preferably 60 to 80%, and even more preferably 70 to 80%.

また、浮体の喫水としては、用途等に応じて適宜設定することができるが、例えば、浮体本体の直径に対して20~100%が好ましく、20~70%がより好ましく、30~50%がさらに好ましい。また、浮体凸部の高さとしては、例えば、浮体の喫水の20~50%であることが好ましく、25~45%であることが好ましく、30~40%であることがより好ましい。 The draft of the float can be set appropriately depending on the application, etc., but is preferably 20-100% of the diameter of the float body, more preferably 20-70%, and even more preferably 30-50%. The height of the float convex portion is preferably 20-50% of the draft of the float, more preferably 25-45%, and even more preferably 30-40%.

本発明の浮体構造体が直方型の場合、浮体本体や浮体凸部の大きさは、上記直径を対角線の長さとして、同様に設定することができる。なお、浮体本体の長辺が短辺の3倍以上の長さである場合には、短辺方向中心軸周りの揺れが小さいため、長手方向の両端部に動揺抑制板を必ずしも設ける必要はない。 When the floating structure of the present invention is rectangular, the size of the floating body and the floating convex portion can be set in the same manner, with the above diameter as the diagonal length. Note that when the long side of the floating body is three times longer than the short side, the swaying around the central axis in the short side direction is small, so it is not necessarily necessary to provide motion suppression plates at both ends in the longitudinal direction.

以下、図面を用いて本発明の浮体構造体の一実施形態を具体的に説明するが、本発明は本実施形態に制限されるものではない。 Below, one embodiment of the floating structure of the present invention will be specifically described with reference to the drawings, but the present invention is not limited to this embodiment.

ここで、図1は、本発明の第1の実施形態に係る浮体構造体の概略側断面図である。図2は、図1に示す第1の実施形態に係る浮体構造体おけるA‐A線概略矢視断面図である。図3は、本発明の第1の実施形態に係る浮体構造体が海上に浮遊している様子を示す説明図であり、(a)は二点係留した状態を示し、(b)は一点係留した状態を示す。図4は、本発明の第2の実施形態に係る浮体構造体の概略側断面図である。図5は、図4に示す第2の実施形態に係る浮体構造体おけるB-B線概略端面図である。なお、実施形態において参照する図面は、理解を深めるために模式的に記載したものである。例えば、図面に描画された物体の寸法の比率などは、現実の物体の寸法の比率などとは異なる場合がある。図1及び図4における白抜き矢印は、水の流れを表したものである。 Here, FIG. 1 is a schematic side cross-sectional view of a floating structure according to a first embodiment of the present invention. FIG. 2 is a schematic cross-sectional view along line A-A of the floating structure according to the first embodiment of the present invention shown in FIG. 1. FIG. 3 is an explanatory diagram showing a state in which the floating structure according to the first embodiment of the present invention is floating on the sea, (a) shows a state in which it is moored at two points, and (b) shows a state in which it is moored at one point. FIG. 4 is a schematic side cross-sectional view of a floating structure according to a second embodiment of the present invention. FIG. 5 is a schematic end view along line B-B of the floating structure according to the second embodiment of the present invention shown in FIG. 4. It should be noted that the drawings referred to in the embodiments are schematic drawings for a deeper understanding. For example, the dimensional ratio of an object depicted in the drawing may differ from the dimensional ratio of an actual object. The white arrows in FIG. 1 and FIG. 4 represent the flow of water.

図1に示すように、本発明の第1の実施形態に係る浮体構造体10は、浮体12と、動揺抑制板14とを備えている。 As shown in FIG. 1, a floating structure 10 according to a first embodiment of the present invention includes a floating body 12 and a motion suppression plate 14.

浮体12は、その上面が水上に現れる浮体本体16と、浮体本体16の下部から下方に突出して設けられた浮体凸部18とを具備している。 The float 12 comprises a float body 16, the upper surface of which is above water, and a float protrusion 18 that protrudes downward from the lower part of the float body 16.

浮体本体16は、直径2m、高さ0.9mの鋼製の円柱体である。浮体本体16の下部には、浮体凸部18が設けられている。浮体凸部18は、直径1.5m、高さ0.3mの鋼製の円柱体である。浮体本体16及び浮体凸部18は、その内部が中空に形成され、連通している。 The float body 16 is a steel cylinder with a diameter of 2 m and a height of 0.9 m. A float convex part 18 is provided at the bottom of the float body 16. The float convex part 18 is a steel cylinder with a diameter of 1.5 m and a height of 0.3 m. The float body 16 and the float convex part 18 are hollow and communicate with each other.

図2に示すように、動揺抑制板14は、浮体凸部18の周囲かつ浮体本体16の外周面より内方に、浮体凸部18の下側側部から外方に50mm程度の隙間20を空けて設けられた、周方向に延びる水平板である。動揺抑制板14は、浮体凸部18の周方向に等間隔で設けられたブラケット22によって、浮体凸部18の外周面及び浮体本体12の底面と接続されている。 As shown in FIG. 2, the motion suppression plate 14 is a horizontal plate extending in the circumferential direction, provided around the float protrusion 18 and inward from the outer circumferential surface of the float body 16, with a gap 20 of about 50 mm from the lower side of the float protrusion 18 outward. The motion suppression plate 14 is connected to the outer circumferential surface of the float protrusion 18 and the bottom surface of the float body 12 by brackets 22 provided at equal intervals in the circumferential direction of the float protrusion 18.

図3に示すように、本発明の第1の実施形態に係る浮体構造体10は、例えば、海上を浮遊する観測用ブイとして用いることができる。浮体構造体10の内部(浮体本体16及び浮体凸部18の内部)には、バラストや観測装置のバッテリーが収容可能となっている。また、浮体構造体10の上部には、観測機器を収容した収容器24などが搭載される。また、海上で浮遊する際には、アンカー26に接続された2本の係留索28で係留される二点係留方式(図3(a))などの多点係留方式や、アンカー30に接続された1本の係留索32で係留される一点係留方式(図3(b))を用いることができる。 As shown in FIG. 3, the floating structure 10 according to the first embodiment of the present invention can be used, for example, as an observation buoy floating on the sea. The inside of the floating structure 10 (inside the floating body 16 and the floating protrusion 18) can accommodate ballast and batteries for observation equipment. In addition, a container 24 that accommodates observation equipment is mounted on the upper part of the floating structure 10. When floating on the sea, a multi-point mooring method such as a two-point mooring method (FIG. 3(a)) in which the structure is moored by two mooring lines 28 connected to an anchor 26, or a single-point mooring method (FIG. 3(b)) in which the structure is moored by one mooring line 32 connected to an anchor 30 can be used.

続いて、本発明の第2の実施形態に係る浮体構造体について詳細に説明する。
図4に示すように、本発明の第2の実施形態に係る浮体構造体34は、浮体12と、動揺抑制板36とを備えている。
Next, a floating structure according to a second embodiment of the present invention will be described in detail.
As shown in FIG. 4 , a floating structure 34 according to the second embodiment of the present invention includes a floating body 12 and a motion suppression plate 36 .

浮体12は、上記第1の実施形態に係る浮体構造体の浮体と同様の構成であるため、同一符号を付して説明を省略する。 The float 12 has a similar configuration to the float of the floating structure according to the first embodiment described above, so it is given the same reference numeral and the description is omitted.

図5に示すように、動揺抑制板36は、浮体凸部18の周囲かつ浮体本体16の外周面より内方に、浮体本体16の外側底部から下方に50mm程度の隙間38を空けて設けられた、周方向に延びる垂直板である。動揺抑制板36は、浮体凸部18の周方向に等間隔で設けられたブラケット40によって、浮体凸部18の外周面及び浮体本体16の底面と接続されている。 As shown in FIG. 5, the motion suppression plate 36 is a vertical plate extending in the circumferential direction, provided around the float protrusion 18 and inward from the outer circumferential surface of the float body 16, with a gap 38 of about 50 mm below the outer bottom of the float body 16. The motion suppression plate 36 is connected to the outer circumferential surface of the float protrusion 18 and the bottom surface of the float body 16 by brackets 40 provided at equal intervals in the circumferential direction of the float protrusion 18.

続いて、本発明の第3及び第4の実施形態に係る浮体構造体について説明する。なお、第3及び第4の実施形態に係る浮体構造体は、浮体凸部以外の部材については、上記浮体構造体10と同様の構成であるため、同一符号を付して説明を省略する。また、動揺抑制板を省略して、より容易に理解できるように記載している。ここで、図6は、本発明の第3の実施形態に係る浮体構造体の浮体の概略側断面図である。図7は、本発明の第4の実施形態に係る浮体構造体の浮体の概略側断面図である。 Next, floating body structures according to the third and fourth embodiments of the present invention will be described. Note that the floating body structures according to the third and fourth embodiments have the same configuration as the floating body structure 10 described above, except for the float convex portion, and therefore the same reference numerals are used and the description is omitted. In addition, the motion suppression plate is omitted for easier understanding. Here, FIG. 6 is a schematic side cross-sectional view of a float of the floating body structure according to the third embodiment of the present invention. FIG. 7 is a schematic side cross-sectional view of a float of the floating body structure according to the fourth embodiment of the present invention.

図6に示すように、本発明の第3実施形態に係る浮体構造体42においては、浮体凸部44が側面視逆台形状の逆円錐台に構成されている。また、図7に示すように、本発明の第4実施形態に係る浮体構造体46においては、浮体凸部48が側面視階段状の二段円柱に構成されている。 As shown in FIG. 6, in a floating structure 42 according to a third embodiment of the present invention, the floating protrusion 44 is configured as an inverted truncated cone when viewed from the side. Also, as shown in FIG. 7, in a floating structure 46 according to a fourth embodiment of the present invention, the floating protrusion 48 is configured as a stepped two-stage cylinder when viewed from the side.

[動揺特性試験]
(実施例1)
本発明の第5の実施形態に係る浮体構造体(実施例1)を用いて動揺特性試験を行った。図8は、実施例で作製した第5の実施形態に係る浮体構造体の浮体本体を示す写真である。図9は、実施例で作製した第5の実施形態に係る浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。
なお、本試験に用いた浮体構造体(実施例1~2、比較例1)は、実機の1/10の縮尺模型を想定したものである。
[Swing characteristic test]
Example 1
A rolling characteristic test was carried out using a floating body structure according to the fifth embodiment of the present invention (Example 1). Fig. 8 is a photograph showing a floating body main body of the floating body structure according to the fifth embodiment produced in Example. Fig. 9 is a photograph showing the floating body structure according to the fifth embodiment produced in Example, where (a) is a photograph taken from diagonally above and (b) is a photograph taken from diagonally below.
The floating structures used in this test (Examples 1 and 2, Comparative Example 1) were assumed to be 1/10 scale models of actual vessels.

具体的に、浮体としては、直径0.2m、高さ0.09mの塩化ビニル樹脂製の円柱体の浮体本体と、直径0.15m、高さ0.03mの塩化ビニル樹脂製の円柱体の浮体凸部とを備えた浮体を用いた。また、浮体の喫水は、0.08mであった。また、動揺抑制板としては、浮体凸部の周囲かつ浮体本体の外周面より内方であって、浮体凸部の底面と動揺抑制板の底面が面一となる位置に、浮体凸部の下側側部から外方に5mm程度の隙間を空けて設けられた、周方向に延びる厚さ5mmの塩化ビニル樹脂製の水平板を用いた。なお、水平板の外周面は、浮体本体の外周面と面一となっている。 Specifically, the float used was a cylindrical float body made of polyvinyl chloride resin with a diameter of 0.2 m and a height of 0.09 m, and a cylindrical float convex part made of polyvinyl chloride resin with a diameter of 0.15 m and a height of 0.03 m. The draft of the float was 0.08 m. The motion suppression plate used was a horizontal plate made of polyvinyl chloride resin with a thickness of 5 mm, extending in the circumferential direction, and installed around the convex part of the float and inside the outer periphery of the float body, at a position where the bottom of the float convex part and the bottom of the motion suppression plate are flush with each other, with a gap of about 5 mm outward from the lower side of the float convex part. The outer periphery of the horizontal plate is flush with the outer periphery of the float body.

(実施例2)
本発明の第6の実施形態に係る浮体構造体(実施例2)を用いて動揺特性試験を行った。図10は、実施例で作製した第6の実施形態に係る浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。
Example 2
A rolling characteristic test was carried out using the floating structure according to the sixth embodiment of the present invention (Example 2). Fig. 10 is a photograph showing the floating structure according to the sixth embodiment produced in Example, where (a) is a photograph taken from diagonally above, and (b) is a photograph taken from diagonally below.

具体的に、浮体としては、実施例1と同様にして製造したものを用いた。また、動揺抑制板としては、浮体凸部の周囲かつ浮体本体の外周面より内方であって、浮体本体の外周面と動揺抑制板の外周面が面一となる位置に、浮体本体の外側底部から下方に5mm程度の隙間を空けて設けられた、周方向に延びる厚さ5mmの塩化ビニル樹脂製の垂直板を用いた。なお、垂直板の外周面は、浮体本体の外周面と面一となっている。 Specifically, the float used was manufactured in the same manner as in Example 1. The motion suppression plate used was a circumferentially extending vertical plate made of polyvinyl chloride resin with a thickness of 5 mm, which was installed around the float's convex portion and inside the outer peripheral surface of the float body, at a position where the outer peripheral surface of the float body and the outer peripheral surface of the motion suppression plate were flush with each other, with a gap of about 5 mm below the outer bottom of the float body. The outer peripheral surface of the vertical plate was flush with the outer peripheral surface of the float body.

(比較例1)
浮体が直径0.2m、高さ0.12mの塩化ビニル樹脂製の円柱体である従来型の浮体構造体(比較例1)を製造した。図11は、実施例で作製した従来型の浮体構造体を示す写真であり、(a)は斜め上方写真を示し、(b)は斜め下方写真を示す。
(Comparative Example 1)
A conventional floating structure (Comparative Example 1) was manufactured in which the float was a cylindrical body made of polyvinyl chloride resin with a diameter of 0.2 m and a height of 0.12 m. Figure 11 shows photographs of the conventional floating structure manufactured in the example, where (a) is a photograph taken obliquely from above and (b) is a photograph taken obliquely from below.

動揺特性試験は、以下の条件で行った。
図12に示すように、長さ60m、幅4m、深さ2.3mの船舶海洋試験水槽において、本実施例に係る浮体構造体の上部に動揺センサーを取り付け、運動に影響を与えないように係留させた状態で、造波装置により波を発生させ、波周期(sec)における浮体構造体のピッチ振幅/波振幅(deg/m)の測定を行った。
その結果を図13に示す。
The vibration characteristic test was carried out under the following conditions.
As shown in Figure 12, in a marine test tank for ships measuring 60 m in length, 4 m in width, and 2.3 m in depth, a motion sensor was attached to the top of the floating structure of this embodiment, and the floating structure was moored so as not to affect its motion. Waves were generated using a wave-making device, and the pitch amplitude/wave amplitude (deg/m) of the floating structure per wave period (sec) was measured.
The results are shown in Figure 13.

図13に示すように、実施例に係る浮体構造体(実施例1及び実施例2)は、従来型の浮体構造体(比較例1)よりもピーク時(3s)のピッチ振幅/波振幅が小さく、波浪による動揺を抑制し、安定して浮遊できることが確認できた。 As shown in Figure 13, the floating structures according to the embodiments (Examples 1 and 2) have a smaller pitch amplitude/wave amplitude at peak time (3 s) than the conventional floating structure (Comparative Example 1), and it was confirmed that they can suppress wave-induced motion and float stably.

本発明の浮体構造体は、海上の観測用ブイに利用できることから、産業上有用である。 The floating structure of the present invention is industrially useful because it can be used as an observation buoy at sea.

10 浮体構造体
12 浮体
14 動揺抑制板
16 浮体本体
18 浮体凸部
20 隙間
22 ブラケット
24 収容器
26 アンカー
28 係留索
30 アンカー
32 係留索
34 浮体構造体
36 動揺抑制板
38 隙間
40 ブラケット
42 浮体構造体
44 浮体凸部
46 浮体構造体
48 浮体凸部

REFERENCE SIGNS LIST 10 Floating body structure 12 Floating body 14 Motion suppression plate 16 Floating body main body 18 Floating body protrusion 20 Gap 22 Bracket 24 Container 26 Anchor 28 Mooring line 30 Anchor 32 Mooring line 34 Floating body structure 36 Motion suppression plate 38 Gap 40 Bracket 42 Floating body structure 44 Floating body protrusion 46 Floating body structure 48 Floating body protrusion

Claims (6)

水面を浮遊する浮体構造体であって、
その上面が水上に現れる浮体本体と、該浮体本体の下部から下方に突出して設けられた浮体凸部とを具備する浮体と、
前記浮体凸部の周囲かつ前記浮体本体の外周面より内方に設けられ、波浪による動揺を抑制する動揺抑制板と、
を備え
前記動揺抑制板が、前記浮体凸部の全周にわたって連続して設けられていることを特徴とする浮体構造体。
A floating structure that floats on the water surface,
A float including a float body whose upper surface appears above water and a float convex portion protruding downward from a lower portion of the float body;
A motion suppression plate is provided around the floating protrusion and inward from the outer circumferential surface of the floating body to suppress motion caused by waves;
Equipped with
A floating structure, characterized in that the motion suppression plate is provided continuously around the entire circumference of the floating convex portion .
前記動揺抑制板が、前記浮体凸部の下側側部から外方に隙間を空けて設けられた、周方向に延びる水平板であることを特徴とする請求項1記載の浮体構造体。 The floating structure according to claim 1, characterized in that the motion suppression plate is a horizontal plate extending in the circumferential direction and spaced outward from the lower side of the floating protrusion. 前記動揺抑制板が、前記浮体本体の外側底部から下方に隙間を空けて設けられた、周方向に延びる垂直板であることを特徴とする請求項1記載の浮体構造体。 The floating structure according to claim 1, characterized in that the motion suppression plate is a vertical plate extending in the circumferential direction and spaced downward from the outer bottom of the floating body. 前記動揺抑制板が、前記浮体凸部の底面より上方に設けられていることを特徴とする請求項2又は3記載の浮体構造体。 The floating structure according to claim 2 or 3, characterized in that the motion suppression plate is provided above the bottom surface of the floating convex portion. 前記浮体本体及び前記浮体凸部が、それぞれ円柱体であることを特徴とする請求項1~4のいずれか記載の浮体構造体。 A floating structure according to any one of claims 1 to 4, characterized in that the floating body and the floating protrusion are each cylindrical. 観測用ブイであることを特徴とする請求項1~5のいずれか記載の浮体構造体。 The floating structure according to any one of claims 1 to 5, characterized in that it is an observation buoy.
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