JP2005239157A - Swinging reduction device of floating body - Google Patents

Swinging reduction device of floating body Download PDF

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Publication number
JP2005239157A
JP2005239157A JP2005099379A JP2005099379A JP2005239157A JP 2005239157 A JP2005239157 A JP 2005239157A JP 2005099379 A JP2005099379 A JP 2005099379A JP 2005099379 A JP2005099379 A JP 2005099379A JP 2005239157 A JP2005239157 A JP 2005239157A
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floating body
wave
vertical plate
floating
water
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Japanese (ja)
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Akira Nishigaki
亮 西垣
Yoichi Yamaguchi
洋一 山口
Masami Matsuura
正己 松浦
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a swinging reduction device of a floating body capable of reducing the swinging relative to the incident wave of the floating body. <P>SOLUTION: Underwater overhanging members 4a, 4b overhanging the over-wave side and down-wave side from the wall surface of the floating body 1, are provided on the floating body 1 floating on the water. The swinging reduction device of the floating body has a vertical plate 7 extending downward from the bottom surface of the floating body 1 at the outside of the underwater overhanging members 4a, 4b, and the attenuating floating bodies 6 divided into a plurality of pieces in the orthogonal direction to the wave direction are turnably mounted in the wave direction. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、水上に浮かぶ浮桟橋、浮倉庫、作業船、浮駐車場等の浮体構造物(以下、浮桟橋等という)浮体が入射波によって動揺するのを低減する浮体の動揺低減装置に関する。   The present invention relates to a floating body sway reduction device for reducing floating body structures (hereinafter referred to as floating pier bridges) such as floating piers, floating warehouses, work boats, and floating parking lots floating on water from being shaken by incident waves.

図15は浮桟橋等の浮体の動揺低減装置として提案されたものの一例である。図15に示すように、浮体eの波上側及び波下側に水面下張出部材gを固設し、この水面下張出部材gに波方向に対して直角方向に離間して複数個の減揺浮体hを配置した。これら減揺浮体hは、水面下張出部材gにヒンジiを介して回動自在に取付け、減揺浮体hが入射波を受けると、ヒンジiを支点として揺動して吸収し、浮体eに伝わる入射波を減衰するようになっている。   FIG. 15 shows an example of a device proposed as a device for reducing fluctuation of a floating body such as a floating pier. As shown in FIG. 15, a water surface projecting member g is fixed on the wave upper side and wave lower side of the floating body e, and the water surface projecting member g is spaced apart in a direction perpendicular to the wave direction. An anti-vibration floating body h is arranged. These anti-vibration floating bodies h are rotatably attached to the underwater overhanging member g via hinges i. When the anti-vibration floating bodies h receive an incident wave, they are oscillated and absorbed with the hinge i as a fulcrum. The incident wave transmitted to is attenuated.

しかしながら、浮体eだけのものと、浮体eに設けた水面下張出部材gにヒンジiを介して減揺浮体hを設けたものとの浮体eが受けるロール振幅を実験によって求めたところ、両者に差異がほとんどなく、波周期によっては、減揺浮体hを設けたものの方がロール振幅が大きくなるという問題があり、減揺浮体hを設けても入射波を減衰できないことが判った。   However, when the amplitude of the roll received by the floating body e of the floating body e alone and the underwater overhanging member g provided on the floating body e through the hinge i is determined by experiment, There was a problem that depending on the wave period, there was a problem that the roll amplitude was larger in the case where the reduced floating body h was provided, and it was found that the incident wave could not be attenuated even if the reduced floating body h was provided.

この発明は、前記事情に着目してなされたもので、その目的とするところは、浮体に設けた簡単な構造の部材によって効率良く消波でき、使用範囲の波周期において動揺を低減できる浮体の動揺低減装置を提供することにある。   The present invention has been made paying attention to the above circumstances, and the object of the present invention is to provide a floating body that can be efficiently wave-dissipated by a member having a simple structure provided on the floating body and can reduce fluctuations in the wave period of the use range. It is to provide a vibration reduction device.

この発明は、前記目的を達成するために、請求項1は、水上に浮かぶ浮体本体に、該浮体本体の壁面より波上側及び波下側に外側に突出する水面下張出部材を設け、該水面下張出部材の外側に、前記浮体本体の底面より下方に延びた鉛直板を有し、波方向と直角方向に複数個に分割された減揺浮体を波方向に回動自在に取付けたことを特徴とする浮体の動揺低減装置にある。   In order to achieve the above object, according to the first aspect of the present invention, in the floating body main body floating on the water, a water surface lowering member that protrudes outward on the wave upper side and wave lower side from the wall surface of the floating body main body is provided. A vertical plate extending below the bottom surface of the floating body main body is provided outside the underwater projecting member, and an anti-vibration floating body divided into a plurality of parts in a direction perpendicular to the wave direction is rotatably attached to the wave direction. The present invention provides a floating body sway reduction device.

請求項2は、請求項1記載の前記浮体本体と前記減揺浮体の動揺の固有周期を略等しくしたことを特徴とする。   A second aspect of the present invention is characterized in that the natural periods of the fluctuations of the floating body main body and the anti-sway floating body according to the first aspect are substantially equal.

以上説明したように、請求項1、2によれば、浮体本体の壁面より波上側及び波下側に外側に突出する水面下張出部材を設け、この水面下張出部材に鉛直板を設けたことを特徴とする。従って、水面下張出部材が浮体本体を安定させる作用があり、この水面下張出部材に鉛直板を設けることにより、波上側から入射波が鉛直板に加わると、鉛直板と一体に減揺浮体が傾き、減揺浮体の浮力による復原力が入射波の力に勝ると、減揺浮体は反対方向に戻り、この繰り返しによって浮体の入射波の影響を低減できるという効果がある。   As described above, according to the first and second aspects, the water surface projecting member that protrudes outward from the wall surface of the floating body is provided on the wave upper side and the wave lower side, and the vertical plate is provided on the water surface projecting member. It is characterized by that. Therefore, the underwater overhang member has the effect of stabilizing the floating body, and by providing a vertical plate on the underwater overhang member, when an incident wave is applied to the vertical plate from the wave upper side, the vibration is integrally reduced with the vertical plate. When the floating body is tilted and the restoring force due to the buoyancy of the anti-swaying floating body exceeds the force of the incident wave, the anti-swaying floating body returns to the opposite direction, and the effect of the incident wave on the floating body can be reduced by repeating this.

以下、この発明の各実施の形態を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は第1の実施形態を示し、(a)は浮桟橋等の浮体1の側面図、(b)は(a)の矢印B−B方向から見た図である。浮体1は、例えば鋼板によって直方体形状に構成し、内部には密閉された複数の浮き室(図示しない)が設けられている。そして、浮き室が発生する浮力によって浮体1は水上に浮かんでいる。なお、2は浮体1の喫水線を示し、3は波の方向を示す。   1A and 1B show a first embodiment, in which FIG. 1A is a side view of a floating body 1 such as a floating bridge, and FIG. 1B is a view seen from the direction of arrows BB in FIG. The floating body 1 is formed in a rectangular parallelepiped shape with, for example, a steel plate, and a plurality of sealed floating chambers (not shown) are provided inside. And the floating body 1 floats on the water by the buoyancy which a floating chamber generate | occur | produces. In addition, 2 shows the water line of the floating body 1, and 3 shows the direction of a wave.

浮体1の波上側1a及び波下側1bには水面下張出部材4a,4bが固設されている。この水面下張出部材4a,4bの先端上面には波方向に回動自在なヒンジ5を介して減揺浮体6が取付けられている。   On the wave upper side 1 a and the wave lower side 1 b of the floating body 1, underwater overhang members 4 a and 4 b are fixed. An anti-vibration floating body 6 is attached to the upper surface of the distal end of each of the underwater projecting members 4a and 4b via a hinge 5 that is rotatable in the wave direction.

減揺浮体6は中空箱体形状で、ヒンジ5を支点として波方向に傾斜しても浮力によって垂直方向に戻るようになっている。さらに、減揺浮体6の外側には水面を貫通する鉛直板7が固設されている。なお、本実施形態においては、減揺浮体6及び鉛直板7が浮体1の全幅に亘って設けられているが、浮体1の幅方向(紙面に直角方向)に複数個に分割し、所定間隔を存して配置してもよい。   The anti-vibration floating body 6 has a hollow box shape, and returns to the vertical direction by buoyancy even if it tilts in the wave direction with the hinge 5 as a fulcrum. Further, a vertical plate 7 penetrating the water surface is fixed outside the anti-sway floating body 6. In the present embodiment, the anti-vibration floating body 6 and the vertical plate 7 are provided over the entire width of the floating body 1, but are divided into a plurality of parts in the width direction of the floating body 1 (perpendicular to the plane of the drawing). May be arranged.

前述のように構成された鉛直板7を有する減揺浮体6を備えた浮体1によれば、水上に浮かした状態で、波上側から入射波が鉛直板7に加わると、鉛直板7と一体に減揺浮体6がヒンジ5を支点として矢印方向に傾き、減揺浮体6の浮力による復原力が入射波の力に勝ると、減揺浮体6はヒンジ5を支点として矢印と反対方向に戻り、この繰り返しによって浮体1の入射波の影響を低減できる。   According to the floating body 1 provided with the anti-vibration floating body 6 having the vertical plate 7 configured as described above, when an incident wave is applied to the vertical plate 7 from the wave upper side in a state of floating on the water, it is integrated with the vertical plate 7. When the anti-swaying floating body 6 tilts in the direction of the arrow with the hinge 5 as a fulcrum and the restoring force due to the buoyancy of the anti-swaying floating body 6 surpasses the force of the incident wave, the anti-swaying floating body 6 returns to the direction opposite to the arrow with the hinge 5 as the fulcrum. By repeating this, the influence of the incident wave of the floating body 1 can be reduced.

図2は第1の実施形態の変形例1であり、浮体1の波上側1aだけに水面下張出部材4aを設け、この水面下張出部材4aにヒンジ5を介して鉛直板7を有する減揺浮体6を設けたものであり、作用は第1の実施形態と同様である。   FIG. 2 shows a first modification of the first embodiment, in which a water surface projecting member 4 a is provided only on the wave-side 1 a of the floating body 1, and the water surface projecting member 4 a has a vertical plate 7 via a hinge 5. An anti-sway floating body 6 is provided, and the operation is the same as that of the first embodiment.

図3は第1の実施形態の変形例2であり、浮体1の波下側1bだけに水面下張出部材4bを設け、この水面下張出部材4bにヒンジ5を介して鉛直板7を有する減揺浮体6を設けたものであり、作用は第1の実施形態と同様である。   FIG. 3 shows a second modification of the first embodiment, in which a water surface projecting member 4 b is provided only on the wave lower side 1 b of the floating body 1, and a vertical plate 7 is attached to the water surface projecting member 4 b via a hinge 5. The anti-vibration floating body 6 which has is provided, and an effect | action is the same as that of 1st Embodiment.

図4は第2の実施形態を示し、第1の実施形態と同一構成部分は同一番号を付して説明を省略する。本実施形態は、浮体1の上端部と減揺浮体6の上端部との間をコイルバネ等の弾性部材8によって連結し、浮体1と減揺浮体6の動揺の固有周期を略等しくしたものである。なお、減揺浮体6の内部に水またはウエイトを設置し、浮力を調整して固有周期を略等しくしてもよい。   FIG. 4 shows a second embodiment, and the same components as those of the first embodiment are denoted by the same reference numerals, and description thereof is omitted. In the present embodiment, the upper end of the floating body 1 and the upper end of the anti-swaying floating body 6 are connected by an elastic member 8 such as a coil spring, and the natural periods of the oscillations of the floating body 1 and the anti-swaying floating body 6 are substantially equal. is there. In addition, water or a weight may be installed inside the anti-sway floating body 6 and the buoyancy may be adjusted to make the natural period substantially equal.

図5は第3の実施形態を示し、第1の実施形態と同一構成部分は同一番号を付して説明を省略する。本実施形態は、浮体1の波上側1aだけに水面を貫通して浮体1の底面1cより下方に延びる鉛直板7を固設したものである。   FIG. 5 shows a third embodiment, and the same components as those of the first embodiment are denoted by the same reference numerals and description thereof is omitted. In this embodiment, a vertical plate 7 that penetrates the water surface and extends downward from the bottom surface 1 c of the floating body 1 is fixedly provided only on the wave-side 1 a of the floating body 1.

前述のように構成された鉛直板7を浮体1の波上側1aに固設し、浮体1を水上に浮かした状態で、波上側から入射波が鉛直板7に加わると、鉛直板7が入射波による浮体1の回転運動(ローリング)を抑制するため、浮体1の入射波の影響を低減できる。   When the vertical plate 7 configured as described above is fixed to the wave upper side 1a of the floating body 1 and the floating body 1 is floated on the water, when the incident wave is applied to the vertical plate 7 from the wave upper side, the vertical plate 7 is incident. Since the rotational movement (rolling) of the floating body 1 due to the wave is suppressed, the influence of the incident wave of the floating body 1 can be reduced.

図6は第4の実施形態を示し、第1の実施形態と同一構成部分は同一番号を付して説明を省略する。本実施形態は、浮体1の波上側1a及び波下側1bの底面1cに下方に延びる鉛直板9a,9bを上下動可能に設けたものである。鉛直板9a,9bはヒンジ10を介して浮体1の底面1cに波方向に回動可能であり、ヒンジ10には鉛直板9a,9bを水平または垂下状態でロックできるロック機構(図示しない)が設けられている。   FIG. 6 shows a fourth embodiment, and the same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted. In this embodiment, vertical plates 9a and 9b extending downward are provided on the wave upper side 1a of the floating body 1 and the bottom surface 1c of the wave lower side 1b so as to be movable up and down. The vertical plates 9a and 9b can be rotated in a wave direction to the bottom surface 1c of the floating body 1 via the hinge 10, and the hinge 10 has a lock mechanism (not shown) that can lock the vertical plates 9a and 9b in a horizontal or hanging state. Is provided.

従って、矢印B方向が波上側の場合には鉛直板9aをヒンジ10を支点として回動して垂下し、鉛直板9bをヒンジ10を支点として回動して水平に倒すことができ、矢印C方向が波上側の場合には、逆に鉛直板9bを垂下し、鉛直板9aを水平に倒すことができ、第4の実施形態と同様の作用がある。   Therefore, when the arrow B direction is the wave upper side, the vertical plate 9a can be pivoted about the hinge 10 and suspended, and the vertical plate 9b can be pivoted about the hinge 10 to fall horizontally. When the direction is the wave-side, the vertical plate 9b can be hung down and the vertical plate 9a can be tilted horizontally, which has the same effect as in the fourth embodiment.

図7は第4の実施形態の変形例を示し、浮体1の波上側1a及び波下側1bの側面1dに浮体1の底面1cより下方に延びる鉛直板11a,11bを上下動可能に設けたものである。浮体1の側面1cには上下方向にガイドレール12が設けられ、このガイドレール12には鉛直板11a,11bが上下方向にスライド自在に設けられている。鉛直板11a,11bにはストッパピン13が突設され、ガイドレール12の端部14に当接してストロークが規制されるようになっている。   FIG. 7 shows a modification of the fourth embodiment. Vertical plates 11a and 11b extending below the bottom surface 1c of the floating body 1 are provided on the side surface 1d of the wave upper side 1a and the wave lower side 1b of the floating body 1 so as to be movable up and down. Is. A guide rail 12 is provided in the vertical direction on the side surface 1c of the floating body 1, and vertical plates 11a and 11b are provided on the guide rail 12 so as to be slidable in the vertical direction. A stopper pin 13 protrudes from the vertical plates 11a and 11b and comes into contact with the end portion 14 of the guide rail 12 so that the stroke is regulated.

従って、矢印B方向が波上側の場合には鉛直板11aを下方にスライドして浮体1の底面1cより下方に垂下し、鉛直板11bを上方にスライドして浮体1の側面1dに格納することができ、矢印C方向が波上側の場合には、逆に鉛直板11bを垂下し、鉛直板11aを格納することができ、第5の実施形態と同様の作用がある。   Therefore, when the direction of arrow B is on the wavefront side, the vertical plate 11a is slid downward to hang downward from the bottom surface 1c of the floating body 1, and the vertical plate 11b is slid upward and stored in the side surface 1d of the floating body 1. When the arrow C direction is the wave upper side, the vertical plate 11b can be suspended and the vertical plate 11a can be retracted, which is the same as that of the fifth embodiment.

図8は第5の実施形態を示し、第1の実施形態と同一構成部分は同一番号を付して説明を省略する。本実施形態は、浮体1の甲板1eに波上側1a及び波下側1bに、減揺浮体6及び鉛直板7の上方まで延出する延長甲板15が設けられている。この延長甲板15の先端部には減揺浮体6及び鉛直板7の可動範囲の外側で、しかも水面を貫通して鉛直板7の下端近傍まで延長する通水可能な部材17が垂下して設けられている。   FIG. 8 shows a fifth embodiment, and the same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted. In the present embodiment, the deck 1 e of the floating body 1 is provided with the extended deck 15 that extends to above the anti-vibration floating body 6 and the vertical plate 7 on the wave upper side 1 a and the wave lower side 1 b. A water-permeable member 17 that extends outside the movable range of the anti-sway floating body 6 and the vertical plate 7 and extends through the water surface to the vicinity of the lower end of the vertical plate 7 hangs down from the tip of the extension deck 15. It has been.

通水可能な部材17は、網状部材、多孔板、スリット板、格子部材または適当な間隔に設けた長尺部材であり、入射波は通水可能な部材17を通過するときに破砕され、波浪エネルギが減衰され、減揺浮体6及び鉛直板7を浮体1の入射波の影響を低減できる。また、延長甲板15により甲板面積を広くでき、部材17に船舶等が接岸できる。   The water-permeable member 17 is a net-like member, a perforated plate, a slit plate, a lattice member, or a long member provided at an appropriate interval. The incident wave is crushed when passing through the water-permeable member 17, The energy is attenuated, and the influence of the incident wave of the floating body 1 can be reduced in the rocking floating body 6 and the vertical plate 7. In addition, the deck area can be increased by the extension deck 15, and a ship or the like can come into contact with the member 17.

図9(a)(b)は第6の実施形態を示し、第1の実施形態と同一構成部分は同一番号を付して説明を省略する。本実施形態は、浮体1の波上側1a及び波下側1bの底面1cに間隔18a,18bを存して下方に延びる鉛直板19a,19bを固設したものである。すなわち、浮体1の底面1c両側部には下方に延びる適当間隔の支持部材20が設けられ、この一対の支持部材20に鉛直板19a,19bが固定されている。   9A and 9B show a sixth embodiment, and the same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted. In the present embodiment, vertical plates 19a and 19b extending downward with spaces 18a and 18b are fixedly provided on the bottom surface 1c of the wave upper side 1a and the wave lower side 1b of the floating body 1. That is, support members 20 with appropriate intervals extending downward are provided on both sides of the bottom surface 1 c of the floating body 1, and the vertical plates 19 a and 19 b are fixed to the pair of support members 20.

これにより図5と同様に浮体1の動揺が抑制される。なお、間隔18の作用であるが、この隙間がないと、水は浮体底面と隙間のない板との間に閉じ込められ、あたかも単純な箱型浮体のように減揺効果のないものとなるが、隙間があると水が通過するのでそのような逆効果は防止される。   As a result, the swinging of the floating body 1 is suppressed as in FIG. In addition, although it is an effect | action of the space | interval 18, if this clearance gap does not exist, water will be confined between a floating body bottom face and a board without a clearance gap, and it will become a thing without a rocking effect like a simple box type floating body. If there is a gap, such a reverse effect is prevented because water passes.

図10は第6の実施形態の変形例1を示し、浮体1の底面1cにおける前後方向の中間部に間隔18を存して下方に延びる鉛直板19を固設したものである。作用は第6の実施形態と同様である。   FIG. 10 shows a first modification of the sixth embodiment, in which a vertical plate 19 extending downward with a space 18 is fixed at the intermediate portion of the bottom surface 1c of the floating body 1 in the front-rear direction. The operation is the same as in the sixth embodiment.

図11(a)(b)は第6の実施形態の変形例2を示し、浮体1の波上側1a及び波下側1bに波上側及び波下側に水面下で水平に延びる支持部材21を適当間隔で設け、この支持部材21に浮体1の底面1cより下方に延びる鉛直板22a,22bを固設し、浮体1と鉛直板22a,22bとの間に間隔23a,23bを設けたものである。   11 (a) and 11 (b) show a second modification of the sixth embodiment, in which a support member 21 extending horizontally below the water surface is provided on the wave upper side 1a and wave lower side 1b of the floating body 1 on the wave upper side and wave lower side. The vertical plates 22a and 22b extending downward from the bottom surface 1c of the floating body 1 are fixed to the support member 21, and the intervals 23a and 23b are provided between the floating body 1 and the vertical plates 22a and 22b. is there.

これにより図5と同様に浮体1の動揺が抑制される。なお、間隔18の作用であるが、この隙間がないと、水は浮体底面と隙間のない板との間に閉じ込められ、あたかも単純な箱型浮体のように減揺効果のないものとなるが、隙間があると水が通過するのでそのような逆効果は防止される。   As a result, the swinging of the floating body 1 is suppressed as in FIG. In addition, although it is an effect | action of the space | interval 18, if this clearance gap does not exist, water will be confined between a floating body bottom face and a board without a clearance gap, and it will become a thing without a rocking effect like a simple box type floating body. If there is a gap, such a reverse effect is prevented because water passes.

なお、第2〜第6の実施形態においても、第1の実施形態に述べたことと同様に減揺浮体及び鉛直板または鉛直板を浮体の幅方向(紙面と直角方向)に複数個に分割し、所定間隔を存して配置してもよい。このように構成することにより、浮体の斜め方向からの入射波に対しても効果的である。   In the second to sixth embodiments as well, as described in the first embodiment, the anti-vibration floating body and the vertical plate or the vertical plate are divided into a plurality in the width direction of the floating body (perpendicular to the plane of the paper). However, they may be arranged with a predetermined interval. Such a configuration is also effective for incident waves from an oblique direction of the floating body.

次に、模型浮体を用いた実験結果について説明する。図12は浮体1にヒンジ付減揺浮体を取付けた実験である。横軸が波周期(sec)であり、縦軸が浮体のRoll振幅/波振幅(deg/m)である。A曲線は、浮体1だけであり、B曲線は、浮体1の波上側にヒンジ5を介して減揺浮体6を取付け、この減揺浮体6に鉛直板7を取付けた図2に相当するものであり、C曲線は、浮体1の波上側及び波下側にヒンジ5を介して減揺浮体6を取付け、この減揺浮体6に鉛直板7を取付けた図1に相当するものである。   Next, experimental results using the model floating body will be described. FIG. 12 shows an experiment in which a swinging floating body with a hinge is attached to the floating body 1. The horizontal axis is the wave period (sec), and the vertical axis is the roll amplitude / wave amplitude (deg / m) of the floating body. The curve A corresponds only to the floating body 1, and the curve B corresponds to FIG. 2 in which the anti-vibration floating body 6 is attached to the wave upper side of the floating body 1 via the hinge 5 and the vertical plate 7 is attached to the anti-vibration floating body 6. The curve C corresponds to FIG. 1 in which the anti-vibration floating body 6 is attached to the wave upper side and wave lower side of the floating body 1 via the hinge 5 and the vertical plate 7 is attached to the anti-vibration floating body 6.

この実験結果によれば、減揺浮体6に鉛直板7を取付けた図2に相当するもの、及び浮体1の波上側及び波下側に鉛直板7を有した減揺浮体6を取付けた図1に相当ものは、B,C曲線で示すように、波周期の広い範囲、特に通常の浮桟橋における波周期4〜6秒の範囲で入射波を減衰させ、浮体1のロール振幅を低減できることが分かった。   According to this experimental result, a figure corresponding to FIG. 2 in which the vertical plate 7 is attached to the anti-vibration floating body 6, and a diagram in which the anti-vibration floating body 6 having the vertical plate 7 is attached to the wave upper side and wave lower side of the floating body 1. The equivalent of 1 can attenuate the roll amplitude of the floating body 1 by attenuating the incident wave over a wide range of wave periods, especially in the range of 4 to 6 seconds in the normal floating pier, as shown by the B and C curves. I understood.

次に、図13は浮体1に鉛直板7を固設した実験である。横軸が波周期(sec)であり、縦軸が浮体のRoll振幅/波振幅(deg/m)である。A曲線は、浮体1だけであり、D曲線は、浮体1の波上側に鉛直板7を固設した図5に相当するものである。   Next, FIG. 13 shows an experiment in which the vertical plate 7 is fixed to the floating body 1. The horizontal axis is the wave period (sec), and the vertical axis is the roll amplitude / wave amplitude (deg / m) of the floating body. The A curve is only the floating body 1, and the D curve corresponds to FIG. 5 in which the vertical plate 7 is fixed on the wave upper side of the floating body 1.

この実験結果によれば、浮体1の波上側に鉛直板7を取付けたものは、D曲線で示すように、入射波を減衰させ、浮体1のロール振幅を低減できることが分かった。   According to this experimental result, it was found that the vertical plate 7 attached to the wave upper side of the floating body 1 can attenuate the incident wave and reduce the roll amplitude of the floating body 1 as indicated by the D curve.

次に、図14は浮体1にヒンジ付減揺浮体を取付け、浮体1の上下方向の振幅(Heave振幅)を測定した実験である。横軸が波周期(sec)であり、縦軸が浮体のHeave振幅/波振幅(m/m)である。a曲線は、浮体1だけであり、b曲線は、浮体1の波上側及び波下側にヒンジ5を介して減揺浮体6を取付け、両減揺浮体6に鉛直板7を取付けた図1に相当するものである。   Next, FIG. 14 shows an experiment in which a swinging floating body with a hinge is attached to the floating body 1 and the vertical amplitude (Heave amplitude) of the floating body 1 is measured. The horizontal axis is the wave period (sec), and the vertical axis is the Heave amplitude / wave amplitude (m / m) of the floating body. The curve a is only the floating body 1, and the curve b is shown in FIG. 1 in which the anti-vibration floating body 6 is attached to the wave upper side and wave lower side of the floating body 1 via the hinge 5 and the vertical plate 7 is attached to both the anti-vibration floating bodies 6. It is equivalent to.

この実験結果によれば、浮体1の波上側及び波下側に鉛直板7を有した減揺浮体6を取付けた図1に相当するものは、波周期が4〜6secで入射波を減衰させ、浮体1のHeave振幅を低減できることが分かった。   According to this experimental result, the one corresponding to FIG. 1 in which the anti-vibration floating body 6 having the vertical plate 7 is attached on the wave upper side and wave lower side of the floating body 1 attenuates the incident wave with a wave period of 4 to 6 seconds. It was found that the Heave amplitude of the floating body 1 can be reduced.

この発明の第1の実施形態を示し、(a)は浮体の動揺低減装置の側面図、(b)は(a)の矢印B−B方向から見た図。BRIEF DESCRIPTION OF THE DRAWINGS The 1st Embodiment of this invention is shown, (a) is a side view of the floating body sway reducing apparatus, (b) is the figure seen from the arrow BB direction of (a). 同実施形態の変形例1を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows the modification 1 of the embodiment. 同実施形態の変形例2を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows the modification 2 of the embodiment. この発明の第2の実施形態を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows 2nd Embodiment of this invention. この発明の第3の実施形態を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows the 3rd Embodiment of this invention. この発明の第4の実施形態を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows 4th Embodiment of this invention. 同実施形態の変形例を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows the modification of the embodiment. この発明の第5の実施形態を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows 5th Embodiment of this invention. この発明の第6の実施形態を示し、(a)は浮体の動揺低減装置の側面図、(b)は(a)の矢印D方向から見た図。The 6th Embodiment of this invention is shown, (a) is a side view of the floating body sway reducing device, and (b) is a view seen from the direction of arrow D in (a). 同実施形態の変形例1を示す浮体の動揺低減装置の側面図。The side view of the fluctuation reduction apparatus of the floating body which shows the modification 1 of the embodiment. 同実施形態の変形例2を示し、(a)は浮体の動揺低減装置の側面図、(b)は(a)の矢印E方向から見た図。The modification 2 of the embodiment is shown, (a) is a side view of a sway reduction device for a floating body, (b) is a view seen from the arrow E direction of (a). ヒンジ付減揺浮体を備えた浮体のRoll振幅の実験例を示す図。The figure which shows the experimental example of Roll amplitude of the floating body provided with the swinging floating body with a hinge. 鉛直板を備えた浮体のRoll振幅の実験例を示す図。The figure which shows the experimental example of Roll amplitude of the floating body provided with the vertical board. ヒンジ付減揺浮体を備えた浮体のHeave振幅を測定した実験例を示す図。The figure which shows the experiment example which measured the Heave amplitude of the floating body provided with the swinging floating body with a hinge. 従来の減揺浮体を備えた浮体を示し、(a)は側面図、(b)は(a)の矢印F方向から見た図。The floating body provided with the conventional rocking | fluctuation floating body is shown, (a) is a side view, (b) is the figure seen from the arrow F direction of (a).

符号の説明Explanation of symbols

1…浮体、4a,4b…水面下張出部材、6…減揺浮体、7…鉛直板 DESCRIPTION OF SYMBOLS 1 ... Floating body, 4a, 4b ... Underwater projecting member, 6 ... Anti-vibration floating body, 7 ... Vertical plate

Claims (2)

水上に浮かぶ浮体本体に、該浮体本体の壁面より波上側及び波下側に外側に突出する水面下張出部材を設け、該水面下張出部材の外側に、前記浮体本体の底面より下方に延びた鉛直板を有し、波方向と直角方向に複数個に分割された減揺浮体を波方向に回動自在に取付けたことを特徴とする浮体の動揺低減装置。   A floating body that floats on the water is provided with a water surface extending member that protrudes outward from the wall surface of the floating body to the wave upper side and wave surface, and is provided outside the water surface extending member and below the bottom surface of the floating body. An apparatus for reducing swaying of a floating body, characterized in that an antiswaying floating body having an extended vertical plate and divided into a plurality of parts in a direction perpendicular to the wave direction is rotatably mounted in the wave direction. 前記浮体本体と前記減揺浮体の動揺の固有周期を略等しくしたことを特徴とする請求項1記載の浮体の動揺低減装置。   2. The apparatus according to claim 1, wherein the natural periods of the oscillation of the floating body and the reduced floating body are substantially equal.
JP2005099379A 2005-03-30 2005-03-30 Swinging reduction device of floating body Withdrawn JP2005239157A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010228503A (en) * 2009-03-26 2010-10-14 National Maritime Research Institute Swing reducer of floating body type marine structure
KR101150169B1 (en) * 2009-12-17 2012-05-25 삼성중공업 주식회사 Floating Dock
CN110606170A (en) * 2019-10-10 2019-12-24 南京航空航天大学 Floating body structure in water area

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010228503A (en) * 2009-03-26 2010-10-14 National Maritime Research Institute Swing reducer of floating body type marine structure
KR101150169B1 (en) * 2009-12-17 2012-05-25 삼성중공업 주식회사 Floating Dock
CN110606170A (en) * 2019-10-10 2019-12-24 南京航空航天大学 Floating body structure in water area

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