JPH11227683A - Rolling reducing structure of floating structure - Google Patents

Rolling reducing structure of floating structure

Info

Publication number
JPH11227683A
JPH11227683A JP3737398A JP3737398A JPH11227683A JP H11227683 A JPH11227683 A JP H11227683A JP 3737398 A JP3737398 A JP 3737398A JP 3737398 A JP3737398 A JP 3737398A JP H11227683 A JPH11227683 A JP H11227683A
Authority
JP
Japan
Prior art keywords
floating structure
wave
hollow body
rolling
floating
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.)
Granted
Application number
JP3737398A
Other languages
Japanese (ja)
Other versions
JP4022973B2 (en
Inventor
Seiya Yamashita
誠也 山下
Masayasu Itabashi
正泰 板橋
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP03737398A priority Critical patent/JP4022973B2/en
Publication of JPH11227683A publication Critical patent/JPH11227683A/en
Application granted granted Critical
Publication of JP4022973B2 publication Critical patent/JP4022973B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To generate a higher effect to reduce the rolling than in a conventional structure and allow easy maintenance and adjustment of the neutral condition of a floating structure. SOLUTION: A rolling reducing structure is equipped with a rolling reducing hollow body 7 on the side face 2x of a floating structure 2 on its wave W incident side, wherein the hollow body 7 is composed of an inclined plate 4, which is inclined to the upstream in the wave W advancing direction with the top located near the draft line 3 and whose bottom is positioned in depth near the undersurface of the floating structure 2, and a bottom plate 6 which extends from the bottom of the inclined plate 4 approx. horizontally toward the floating structure 2 and is provided with an opening 5 in an appropriate position.

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、海上などの沿岸域
に浮遊設置されて各種用途に使用される浮遊構造物の波
浪などによる横揺れを低減する構造に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for reducing the rolling of a floating structure which is installed in a floating manner in a coastal area such as the sea and used for various purposes due to waves.

【0002】[0002]

【従来の技術】近年、沿岸域の有効利用を図ることが考
えられ、大型のコンベンション施設や駐車場施設などを
ポンツーン形の浮遊構造物として製作し、これらを浮遊
設置することが行われつつある。
2. Description of the Related Art In recent years, it has been considered that a coastal area can be effectively used, and large-scale convention facilities, parking lot facilities, and the like are manufactured as pontoon-type floating structures, and these are being installed in a floating manner. .

【0003】このような沿岸域の浮遊構造物を地上構造
物と同様に利用しようとした場合、できるだけ波による
揺動を少なくするようにしなければならない為、従来に
おける浮遊構造物の多くは、沿岸域の定位置に多数のチ
ェーンやワイヤロープなどにより係留するようにしてい
るが、単にチェーンやワイヤロープの数を多くするだけ
では波による揺動を有効に低減できていないのが実情で
ある。
In order to utilize such floating structures in the coastal area in the same way as the above-ground structures, it is necessary to reduce the fluctuation caused by the waves as much as possible. Although mooring is performed at a fixed position in the area with a large number of chains and wire ropes, the fact is that swinging due to waves cannot be effectively reduced simply by increasing the number of chains and wire ropes.

【0004】特に沿岸域における浮遊構造物では、図4
に平面的に示すように、岸壁1に係留された浮遊構造物
2に対して沖合側から略一定の方向の波Wの力が加わる
ことが多く、この波Wによる横揺れR(ローリング)の
低減が最も大きな課題となっている。
[0004] In particular, in the case of a floating structure in a coastal area, FIG.
As shown in a plan view, a force of a wave W in a substantially constant direction is often applied from the offshore side to the floating structure 2 moored to the quay 1, and a rolling R (rolling) due to the wave W is generated. Reduction is the biggest challenge.

【0005】そこで、本発明の出願人は、既に特願平3
−19145号として有効な浮遊構造物の横揺れ低減構
造を出願しており、この既出願の発明においては、例え
ば図5に概略的に示すように、箱型浮体(ポンツーン)
として設けられた浮遊構造物2における波Wの入射側の
側面2xを、波Wの進行方向の上流側に向けて傾斜した
形状とすることを提案している。
Accordingly, the applicant of the present invention has already filed Japanese Patent Application No. Hei.
No. -19145 has filed an effective rolling reduction structure of a floating structure. In the invention of this application, for example, as schematically shown in FIG. 5, a box-shaped floating body (pontoon)
It is proposed that the side surface 2x on the incident side of the wave W in the floating structure 2 provided as a shape inclined toward the upstream side in the traveling direction of the wave W.

【0006】事実、このような形状を採用することによ
って、浮遊構造物2の横揺れRに対する波強制モーメン
ト及び横揺れ振幅を小さくすることができ、横揺れRを
大幅に低減できることが水槽試験により確認されてい
る。
In fact, by adopting such a shape, it is possible to reduce the wave forcing moment and the rolling amplitude of the floating structure 2 with respect to the rolling R, and it is possible to greatly reduce the rolling R by a water tank test. Has been confirmed.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、既出願
の従来構造においては、浮遊構造物2自体の形状変更に
より横揺れRを低減するようにしている為、浮遊構造物
2が波Wの進行方向に非対称な形状となり、波Wの入射
側に余分な浮力が増してしまうことになるので、浮遊構
造物2の中立を維持・調整するのに難点があり、これに
よって、その上面における各種機器の配置にも制約が生
じるという不具合があった。
However, in the conventional structure of the prior application, since the rolling R is reduced by changing the shape of the floating structure 2 itself, the floating structure 2 is moved in the traveling direction of the wave W. And the extra buoyancy increases on the incident side of the wave W. Therefore, there is a difficulty in maintaining and adjusting the neutrality of the floating structure 2, and this makes it difficult for various devices on the upper surface of the floating structure 2. There was a problem that the arrangement was restricted.

【0008】本発明は上述の実情に鑑みてなしたもの
で、従来構造より横揺れを低減する効果が高く、しか
も、浮遊構造物の中立を容易に維持・調整し得るように
した浮遊構造物の横揺れ低減構造を提供することを目的
としている。
The present invention has been made in view of the above-mentioned circumstances, and has a higher effect of reducing the roll than the conventional structure, and can easily maintain and adjust the neutrality of the floating structure. It is an object of the present invention to provide a roll reduction structure.

【0009】[0009]

【課題を解決するための手段】本発明は、浮遊構造物の
波の入射側の側面に、喫水線付近を上端として波の進行
方向上流側に向け傾斜し且つ下端を浮遊構造物の下面深
さ付近まで至らせた傾斜板と、該傾斜板の下端から浮遊
構造物側へ向け略水平に延び且つ適宜位置に開口部を形
成した底板とから成る減揺中空体を付設したことを特徴
とする浮遊構造物の横揺れ低減構造、に係るものであ
る。
SUMMARY OF THE INVENTION The present invention is directed to a wave-incident side surface of a floating structure, which is inclined toward the upstream in the direction of travel of the wave with the upper end near the waterline and the lower end of the lower surface of the floating structure. A tilting hollow body comprising a tilted plate reaching the vicinity and a bottom plate extending substantially horizontally from the lower end of the tilted plate toward the floating structure side and having an opening formed at an appropriate position is provided. The present invention relates to a structure for reducing the rolling of a floating structure.

【0010】而して、このようにすれば、減揺中空体を
含めた浮遊構造物の全体形状が、従来構造のように浮遊
構造物自体の波の入射側の側面を波の進行方向の上流側
に向けて傾斜させたものと同等となり、これによって、
横揺れに対する波強制モーメントが小さくなると共に、
横揺れ振幅も小さくなる。
In this manner, the overall shape of the floating structure including the hollow body is reduced so that the side face of the floating structure itself on the wave incident side is different from the conventional structure in the traveling direction of the wave. It is equivalent to the one inclined toward the upstream side,
As the wave forcing moment against rolling decreases,
The roll amplitude also decreases.

【0011】このとき、減揺中空体における底板の下側
において、波の入射により水が上下動するが、その水は
底板の開口部を自由に出入りするようになっているの
で、減揺中空体自体が浮力を生じることがなく、しか
も、底板の開口部を水が出入りする際には、その水の出
入りの出側にて渦が形成されて横揺れに対する大きな減
衰力が発生することになる。
[0011] At this time, the water moves up and down due to the incidence of the wave on the lower side of the bottom plate in the hollow body, but the water freely enters and exits through the opening of the bottom plate. The body itself does not generate buoyancy, and when water enters and exits the opening in the bottom plate, a vortex is formed on the exit side of the water entry and exit, and a large damping force against rolling occurs. Become.

【0012】[0012]

【発明の実施の形態】以下本発明の実施の形態を図面を
参照しつつ説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0013】図1〜図3は本発明を実施する形態の一例
を示すもので、図5と同一の符号を付した部分は同一物
を表わしている。
FIGS. 1 to 3 show an embodiment of the present invention, in which the same reference numerals as in FIG. 5 denote the same parts.

【0014】図1及び図2に示す如く、本形態例におい
ては、浮遊構造物2の波Wの入射側の側面2xに、喫水
線3(浮遊構造物が水中に入る分界線)付近を上端とし
て波Wの進行方向上流側に向け傾斜し且つ下端を浮遊構
造物2の下面深さ付近まで至らせた傾斜板4と、該傾斜
板4の下端から浮遊構造物2側へ向け略水平に延び且つ
前記浮遊構造物2の波Wの入射側の側面2x付近にて開
口部5を形成した底板6とから成る減揺中空体7が付設
されており、波Wの進行方向に対し略直角な水平方向か
ら見て三角形状の内部空間8が形成されるようにしてあ
る。
As shown in FIGS. 1 and 2, in this embodiment, the vicinity of a water line 3 (a demarcation line where the floating structure enters the water) is formed on the side surface 2 x on the incident side of the wave W of the floating structure 2. An inclined plate 4 inclined toward the upstream side in the traveling direction of the wave W and having a lower end approaching the depth of the lower surface of the floating structure 2, and extending substantially horizontally from the lower end of the inclined plate 4 toward the floating structure 2 In addition, a vibration-reducing hollow body 7 including a bottom plate 6 having an opening 5 is provided near the side surface 2x of the floating structure 2 on the incident side of the wave W, and is substantially perpendicular to the traveling direction of the wave W. A triangular internal space 8 is formed when viewed from the horizontal direction.

【0015】ここで、減揺中空体7の内部空間8は、波
Wの進行方向に対し略直角な水平方向に向けて延び且つ
その両端部を外部に開放した状態となっているので、底
板6に形成した開口部5から水が自由に出入りする構造
となっており、減揺中空体7自体が浮力を生じないよう
にしてある。
Here, since the internal space 8 of the hollow body 7 extends in a horizontal direction substantially perpendicular to the traveling direction of the wave W and has both ends open to the outside, the bottom plate is provided. The structure is such that water freely enters and exits from the opening 5 formed in the hollow 6, so that the hollow body 7 itself does not generate buoyancy.

【0016】また、減揺中空体7は傾斜板4と底板6と
から成る板組構造物となっているので、減揺中空体7の
付設による重量増は軽微であり、減揺中空体7を付設す
る前の浮遊構造物2と比較して、前記の軽微な重量増分
だけ排水量(浮遊構造物2が静水中で浮かび平衡を保つ
ときに浮遊構造物2の水没部分が排除する水の重量:水
面下の浮遊構造物2の容積と水の比重との積)が増える
にすぎない。
Further, since the vibration-reducing hollow body 7 has a plate-like structure composed of the inclined plate 4 and the bottom plate 6, the weight increase due to the provision of the vibration-reducing hollow body 7 is negligible. Compared with the floating structure 2 before the attachment, the amount of water drained by the above-mentioned slight weight increment (the weight of water eliminated by the submerged portion of the floating structure 2 when the floating structure 2 floats in still water and maintains equilibrium) : The product of the volume of the floating structure 2 below the water surface and the specific gravity of water) merely increases.

【0017】尚、図示では、減揺中空体7における傾斜
板4の上端を喫水線3に合わせてあるが、傾斜板4の上
端は喫水線3付近に位置していれば良く、例えば、喫水
線3より多少下側に位置していても構わないものではあ
るが、より好ましくは、喫水線3より上側に位置してい
る方が効果的である。
In the drawing, the upper end of the inclined plate 4 of the rocking hollow body 7 is aligned with the water line 3, but the upper end of the inclined plate 4 only needs to be located near the water line 3, for example, from the water line 3. Although it may be located slightly below, it is more effective to be located above the waterline 3 more preferably.

【0018】而して、このようにすれば、減揺中空体7
を含めた浮遊構造物2の全体形状が、従来構造のように
浮遊構造物2自体の波Wの入射側の側面2xを波Wの進
行方向の上流側に向けて傾斜させたものと同等となり、
これによって、横揺れRに対する波強制モーメントが小
さくなると共に、横揺れ振幅も小さくなる。
In this manner, the hollow body 7 is reduced.
And the entire shape of the floating structure 2 including the above is the same as the conventional structure in which the side surface 2x on the incident side of the wave W of the floating structure 2 itself is inclined toward the upstream side in the traveling direction of the wave W. ,
As a result, the wave forcing to the roll R is reduced, and the roll amplitude is also reduced.

【0019】このとき、減揺中空体7における底板6の
下側において、波Wの入射により水が上下動するが、そ
の水は底板6の開口部5を自由に出入りするようになっ
ているので、減揺中空体7自体が浮力を生じることがな
く、しかも、底板6の開口部5を水が出入りする際に
は、図3に実線の矢印と破線の矢印とで示す如く、水の
出入りの出側にて渦が形成されて横揺れRに対する大き
な減衰力が発生することになる。
At this time, the water moves up and down below the bottom plate 6 in the rocking hollow body 7 due to the incident wave W, and the water freely enters and exits the opening 5 of the bottom plate 6. Therefore, the hollow body 7 itself does not generate buoyancy, and when water enters and exits the opening 5 of the bottom plate 6, as shown by solid arrows and broken arrows in FIG. A vortex is formed on the exit side of the entrance and exit, and a large damping force against the roll R is generated.

【0020】従って上記形態例によれば、減揺中空体7
が成す外形形状により、浮遊構造物2の横揺れRに対す
る波強制モーメント及び横揺れ振幅を従来と同様に小さ
くすることができ、しかも、減揺中空体7の底板6の開
口部5を通して水を出入りさせることによる減衰力も相
乗的に作用させることができるので、従来構造より横揺
れを低減する効果を大幅に向上することができる。
Therefore, according to the above embodiment, the vibration-reducing hollow body 7
Can reduce the wave-forcing moment and the rolling amplitude of the floating structure 2 with respect to the rolling R as in the prior art, and at the same time, water can pass through the opening 5 of the bottom plate 6 of the hollow body 7. Since the damping force caused by moving in and out can also act synergistically, the effect of reducing the roll can be greatly improved as compared with the conventional structure.

【0021】しかも、減揺中空体7は傾斜板4と底板6
とから成る板組構造物となっていて余分な浮力を生じる
ことがなく且つ減揺中空体7の付設による重量増も軽微
で済むので、減揺中空体7を含めた浮遊構造物2の全体
形状が波Wの進行方向に非対称な形状となっていても、
浮遊構造物2の中立を容易に維持・調整することがで
き、これによって、その上面における各種機器の配置に
関する制約も大幅に緩和することができ、特に既存の浮
遊構造物2に対し中立の維持・調整や各種機器の配置上
の制約などに関する格別顕著な不具合を招くことなく極
めて容易に適用することができる。
Further, the hollow body 7 is composed of the inclined plate 4 and the bottom plate 6.
Since no extra buoyancy is generated and the weight increase by the provision of the hollow body 7 is small, the entire floating structure 2 including the hollow body 7 is formed. Even if the shape is asymmetric in the traveling direction of the wave W,
Neutrality of the floating structure 2 can be easily maintained and adjusted, thereby greatly reducing restrictions on the arrangement of various devices on the upper surface thereof, and particularly, maintaining neutrality of the existing floating structure 2 The present invention can be applied very easily without causing any particularly remarkable inconvenience regarding adjustment and restrictions on arrangement of various devices.

【0022】尚、本発明の浮遊構造物の横揺れ低減構造
は、上述の形態例にのみ限定されるものではなく、本発
明の要旨を逸脱しない範囲内において種々変更を加え得
ることは勿論である。
It is to be noted that the structure for reducing the roll of the floating structure of the present invention is not limited to the above-described embodiment, and it is needless to say that various changes can be made without departing from the gist of the present invention. is there.

【0023】[0023]

【発明の効果】上記した本発明の浮遊構造物の横揺れ低
減構造によれば、下記の如き種々の優れた効果を奏し得
る。
According to the above-mentioned structure for reducing the rolling of the floating structure of the present invention, various excellent effects as described below can be obtained.

【0024】(I)減揺中空体が成す外形形状により、
浮遊構造物の横揺れに対する波強制モーメント及び横揺
れ振幅を従来と同様に小さくすることができ、しかも、
減揺中空体の底板の開口部を通して水を出入りさせるこ
とによる減衰力も相乗的に作用させることができるの
で、従来構造より横揺れを低減する効果を大幅に向上す
ることができる。
(I) According to the outer shape of the hollow body,
The wave forcing and the roll amplitude for the roll of the floating structure can be reduced as before, and
Since the damping force caused by the ingress and egress of water through the opening of the bottom plate of the hollow body can also act synergistically, the effect of reducing the roll over the conventional structure can be greatly improved.

【0025】(II)減揺中空体は傾斜板と底板とから
成る板組構造物となっていて余分な浮力を生じることが
なく且つ減揺中空体の付設による重量増も軽微で済むの
で、減揺中空体を含めた浮遊構造物の全体形状が波の進
行方向に非対称な形状となっていても、浮遊構造物の中
立を容易に維持・調整することができ、これによって、
その上面における各種機器の配置に関する制約も大幅に
緩和することができ、特に既存の浮遊構造物に対し中立
の維持・調整や各種機器の配置上の制約などに関する格
別顕著な不具合を招くことなく極めて容易に適用するこ
とができる。
(II) Since the hollow anti-vibration body has a plate-like structure composed of an inclined plate and a bottom plate, no extra buoyancy is generated, and the weight increase due to the provision of the anti-vibration hollow body is small. Even if the entire shape of the floating structure including the anti-rolling hollow body is asymmetric in the direction of the wave propagation, the neutrality of the floating structure can be easily maintained and adjusted.
Restrictions on the arrangement of various devices on the upper surface can also be greatly eased, and it does not cause exceptional remarkable problems, especially regarding maintaining and adjusting the neutrality of existing floating structures and restricting the arrangement of various devices. Can be easily applied.

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

【図1】本発明を実施する形態の一例を概略的に示す斜
視図である。
FIG. 1 is a perspective view schematically showing an example of an embodiment for carrying out the present invention.

【図2】図2の側面図である。FIG. 2 is a side view of FIG. 2;

【図3】図2の減揺中空体内に出入りする水の動きを説
明する拡大図である。
FIG. 3 is an enlarged view illustrating movement of water flowing into and out of the rocking hollow body of FIG. 2;

【図4】沿岸域における浮遊構造物の設置状態を示す平
面図である。
FIG. 4 is a plan view showing an installation state of a floating structure in a coastal area.

【図5】従来例を示す斜視図である。FIG. 5 is a perspective view showing a conventional example.

【符号の説明】[Explanation of symbols]

2 浮遊構造物 2x 波の入射側の側面 3 喫水線 4 傾斜板 5 開口部 6 底板 7 減揺中空体 R 横揺れ W 波 Reference Signs List 2 Floating structure 2x Side of wave incident side 3 Waterline 4 Inclined plate 5 Opening 6 Bottom plate 7 Reduced hollow body R Rolling W wave

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 浮遊構造物の波の入射側の側面に、喫水
線付近を上端として波の進行方向上流側に向け傾斜し且
つ下端を浮遊構造物の下面深さ付近まで至らせた傾斜板
と、該傾斜板の下端から浮遊構造物側へ向け略水平に延
び且つ適宜位置に開口部を形成した底板とから成る減揺
中空体を付設したことを特徴とする浮遊構造物の横揺れ
低減構造。
1. An inclined plate having, on a side of a wave incident side of a floating structure, a slope inclined toward an upstream side in a traveling direction of a wave with a vicinity of a draft line as an upper end and having a lower end close to a depth of a lower surface of the floating structure. And a bottom plate having a bottom plate that extends substantially horizontally from the lower end of the inclined plate toward the floating structure and that has an opening at an appropriate position. .
JP03737398A 1998-02-19 1998-02-19 Rolling reduction structure for floating structures Expired - Fee Related JP4022973B2 (en)

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JP03737398A JP4022973B2 (en) 1998-02-19 1998-02-19 Rolling reduction structure for floating structures

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Application Number Priority Date Filing Date Title
JP03737398A JP4022973B2 (en) 1998-02-19 1998-02-19 Rolling reduction structure for floating structures

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JPH11227683A true JPH11227683A (en) 1999-08-24
JP4022973B2 JP4022973B2 (en) 2007-12-19

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6487982B2 (en) * 2000-11-15 2002-12-03 Ishikawajima-Harima Jukogyo Kabushiki Kaisha Anti-rolling structure for box-type floating body
JP2009184671A (en) * 2000-05-16 2009-08-20 Mitsubishi Heavy Ind Ltd Floating body motion reduction apparatus and floating body therewith
US7677838B2 (en) 2000-05-16 2010-03-16 Mitsubishi Heavy Industries, Ltd. Motion reduction apparatus and floating body therewith
KR101162441B1 (en) 2010-06-24 2012-07-09 삼성중공업 주식회사 Floating Structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6527346B2 (en) 2015-02-13 2019-06-05 三菱重工業株式会社 Motion reduction device and floating body provided with the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009184671A (en) * 2000-05-16 2009-08-20 Mitsubishi Heavy Ind Ltd Floating body motion reduction apparatus and floating body therewith
US7677838B2 (en) 2000-05-16 2010-03-16 Mitsubishi Heavy Industries, Ltd. Motion reduction apparatus and floating body therewith
US6487982B2 (en) * 2000-11-15 2002-12-03 Ishikawajima-Harima Jukogyo Kabushiki Kaisha Anti-rolling structure for box-type floating body
KR101162441B1 (en) 2010-06-24 2012-07-09 삼성중공업 주식회사 Floating Structure

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