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JP4022973B2 - Rolling reduction structure for floating structures - Google Patents
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JP4022973B2 - Rolling reduction structure for floating structures - Google Patents

Rolling reduction structure for floating structures Download PDF

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Publication number
JP4022973B2
JP4022973B2 JP03737398A JP3737398A JP4022973B2 JP 4022973 B2 JP4022973 B2 JP 4022973B2 JP 03737398 A JP03737398 A JP 03737398A JP 3737398 A JP3737398 A JP 3737398A JP 4022973 B2 JP4022973 B2 JP 4022973B2
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Japan
Prior art keywords
floating structure
hollow body
wave
vibration
floating
Prior art date
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Expired - Fee Related
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JP03737398A
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Japanese (ja)
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JPH11227683A (en
Inventor
誠也 山下
正泰 板橋
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IHI Corp
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IHI Corp
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Priority to JP03737398A priority Critical patent/JP4022973B2/en
Publication of JPH11227683A publication Critical patent/JPH11227683A/en
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Description

【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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、該減揺中空体の内部空間の両端部を外部に開放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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【図面の簡単な説明】
【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。
【図2】図2の側面図である。
【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。
【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。
【図5】従来例を示す斜視図である。
【符号の説明】
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
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure that reduces rolling caused by waves of a floating structure that is suspended in a coastal area such as the sea and used for various purposes.
[0002]
[Prior art]
In recent years, effective use of coastal areas has been considered, and large-scale convention facilities and parking lot facilities have been manufactured as pontoon-type floating structures, and these are being floated and installed.
[0003]
When trying to use such a coastal floating structure in the same way as a ground structure, it is necessary to minimize the fluctuation caused by waves. Although it is moored at the position by a large number of chains and wire ropes, the fact is that the oscillation due to waves cannot be effectively reduced by simply increasing the number of chains or wire ropes.
[0004]
In particular, in the floating structure in the coastal area, as shown in a plan view in FIG. 4, the force of the wave W in a substantially constant direction is often applied to the floating structure 2 moored on the quay 1 from the offshore side. Reduction of rolling R (rolling) due to the wave W is the biggest issue.
[0005]
Therefore, the applicant of the present invention has already filed an effective structure for reducing the rolling structure of a floating structure as Japanese Patent Application No. 3-19145. In the invention of this existing application, for example, schematically shown in FIG. Thus, it is proposed that the side 2x on the incident side of the wave W in the floating structure 2 provided as a box-shaped floating body (pontoon) is inclined toward the upstream side in the traveling direction of the wave W. .
[0006]
In fact, by adopting such a shape, it has been confirmed by a water tank test that the wave forcing moment and the roll amplitude with respect to the roll R of the floating structure 2 can be reduced and the roll R can be greatly reduced. Yes.
[0007]
[Problems to be solved by the invention]
However, since the roll R is reduced by changing the shape of the floating structure 2 itself in the conventional structure of the already filed application, the floating structure 2 has an asymmetric shape in the traveling direction of the wave W. Since extra buoyancy will increase on the incident side, there is a difficulty in maintaining and adjusting the neutrality of the floating structure 2, which causes a problem in that the arrangement of various devices on the upper surface is also restricted. there were.
[0008]
The present invention has been made in view of the above circumstances, and has a higher effect of reducing rolling than the conventional structure, and the rolling of the floating structure that can easily maintain and adjust the neutrality of the floating structure. It aims to provide a reduction structure.
[0009]
[Means for Solving the Problems]
The present invention, on the side of the incident side of the floating structure of the floating structure, an inclined plate inclined toward the upstream side in the wave traveling direction with the vicinity of the draft line as the upper end, and the lower end to the vicinity of the lower surface depth of the floating structure, A vibration-reducing hollow body comprising a bottom plate extending substantially horizontally from the lower end of the inclined plate toward the floating structure and having an opening formed at an appropriate position is attached to both ends of the inner space of the vibration- reducing hollow body. The invention relates to a structure for reducing a roll of a floating structure, which is characterized by being open to the outside.
[0010]
Thus, in this way, the overall shape of the floating structure including the anti-vibration hollow body is such that the side surface on the wave incident side of the floating structure itself is located upstream of the wave traveling direction as in the conventional structure. As a result, the wave forcing moment with respect to the roll is reduced, and the roll amplitude is also reduced.
[0011]
At this time, on the lower side of the bottom plate of the vibration-reducing hollow body, the water moves up and down by the incidence of the wave, but the water freely enters and exits the opening of the bottom plate. Buoyancy does not occur, and when water enters and exits the opening of the bottom plate, vortices are formed on the exit and exit side of the water, and a large damping force against rolling is generated.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
[0013]
1 to 3 show an example of an embodiment for carrying out the present invention, and the portions denoted by the same reference numerals as those in FIG. 5 represent the same items.
[0014]
As shown in FIGS. 1 and 2, in the present embodiment, the wave W of the floating structure 2 is formed on the side 2x on the incident side of the wave W with the vicinity of the draft line 3 (a demarcation line into which the floating structure enters the water) as an upper end. An inclined plate 4 that is inclined toward the upstream side in the traveling direction and has a lower end reaching the lower surface depth of the floating structure 2, and extends substantially horizontally from the lower end of the inclined plate 4 toward the floating structure 2 and the floating A vibration-reducing hollow body 7 comprising a bottom plate 6 having an opening 5 formed in the vicinity of the side 2x of the structure 2 on the incident side of the wave W is attached to the structure 2 from a horizontal direction substantially perpendicular to the traveling direction of the wave W. A triangular internal space 8 is formed as seen.
[0015]
Here, the internal space 8 of the vibration-reducing hollow body 7 extends in a horizontal direction substantially perpendicular to the traveling direction of the wave W, and both ends thereof are open to the outside. In this structure, water can freely enter and exit through the opening 5 so that the anti-vibration hollow body 7 itself does not generate buoyancy.
[0016]
Further, since the vibration reduction hollow body 7 is a plate assembly structure composed of the inclined plate 4 and the bottom plate 6, the weight increase due to the provision of the vibration reduction hollow body 7 is slight, and the vibration reduction hollow body 7 is attached. Compared with the previous floating structure 2, the amount of water discharged by the above-mentioned slight weight increment (the weight of water that the submerged part of the floating structure 2 excludes when the floating structure 2 floats in still water and maintains equilibrium: below the water surface The product of the volume of the floating structure 2 and the specific gravity of water is only increased.
[0017]
In the drawing, the upper end of the inclined plate 4 in the vibration-reducing hollow body 7 is aligned with the water line 3, but the upper end of the inclined plate 4 only needs to be positioned near the water line 3, for example, slightly below the water line 3. However, it is more effective that it is located above the waterline 3.
[0018]
Thus, in this way, the entire shape of the floating structure 2 including the anti-vibration hollow body 7 has the side surface 2x on the incident side of the wave W of the floating structure 2 itself as in the conventional structure. This is the same as that inclined toward the upstream side in the traveling direction, whereby the wave forcing moment with respect to the roll R is reduced and the roll amplitude is also reduced.
[0019]
At this time, water moves up and down by the incidence of the wave W on the lower side of the bottom plate 6 in the vibration-reducing hollow body 7, but the water freely enters and exits the opening 5 of the bottom plate 6. The oscillating 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 and broken arrows in FIG. A vortex is formed on the side and a large damping force against the roll R is generated.
[0020]
Therefore, according to the above embodiment, the wave forcing moment and the roll amplitude with respect to the roll R of the floating structure 2 can be reduced as in the conventional case by the outer shape formed by the vibration reducing hollow body 7, and the vibration reduction. Since the damping force by allowing water to enter and exit through the opening 5 of the bottom plate 6 of the hollow body 7 can also act synergistically, the effect of reducing the roll can be greatly improved compared to the conventional structure.
[0021]
Moreover, since the vibration reducing hollow body 7 is a plate assembly composed of the inclined plate 4 and the bottom plate 6, there is no extra buoyancy, and the weight increase due to the provision of the vibration reducing hollow body 7 can be negligible. Even if the overall shape of the floating structure 2 including the vibration-reducing hollow body 7 is asymmetric in the traveling direction of the wave W, the neutrality of the floating structure 2 can be easily maintained and adjusted. , The restrictions on the arrangement of various devices on the top surface can be greatly relaxed, and especially the existing floating structure 2 may cause particularly remarkable problems regarding neutral maintenance / adjustment and restrictions on the arrangement of various devices. And can be applied very easily.
[0022]
In addition, the rolling reduction structure of the floating structure of this invention is not limited only to the above-mentioned example, Of course, various changes can be added within the range which does not deviate from the summary of this invention.
[0023]
【The invention's effect】
According to the rolling reduction structure of the floating structure of the present invention described above, various excellent effects as described below can be obtained.
[0024]
(I) Due to the outer shape formed by the vibration reducing hollow body, the wave forcing moment and the vibration amplitude for the rolling of the floating structure can be reduced as in the conventional case, and through the opening of the bottom plate of the vibration reducing hollow body. Since the damping force caused by entering and exiting water can also act synergistically, the effect of reducing rolls can be greatly improved compared to the conventional structure.
[0025]
(II) The anti-vibration hollow body is a plate assembly composed of an inclined plate and a bottom plate, so that no extra buoyancy is generated and the weight increase due to the provision of the anti-vibration hollow body is negligible. Even if the overall shape of the floating structure, including the body, is asymmetrical in the direction of wave travel, the neutrality of the floating structure can be easily maintained and adjusted. Constraints on placement can be greatly relaxed, and it can be applied very easily to existing floating structures without incurring any significant problems related to neutral maintenance / adjustment and restrictions on the placement of various devices. it can.
[Brief description of the drawings]
FIG. 1 is a perspective view schematically showing an example of an embodiment for carrying out the present invention.
FIG. 2 is a side view of FIG.
FIG. 3 is an enlarged view for explaining the movement of water entering and exiting the reduced vibration hollow body of FIG. 2;
FIG. 4 is a plan view showing an installation state of a floating structure in a coastal area.
FIG. 5 is a perspective view showing a conventional example.
[Explanation of symbols]
2 Floating structure 2x Side surface 3 on the incident side of the wave 3 Water line 4 Inclined plate 5 Opening 6 Bottom plate 7 Reduced hollow body R Rolling W wave

Claims (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、該減揺中空体の内部空間の両端部を外部に開放したことを特徴とする浮遊構造物の横揺れ低減構造。A slanted plate inclined on the side of the floating structure where the wave is incident, with the vicinity of the waterline as the upper end and upstream in the direction of wave travel, and with the lower end reaching near the bottom surface depth of the floating structure; A vibration-reducing hollow body comprising a bottom plate extending substantially horizontally from the lower end toward the floating structure and having an opening formed at an appropriate position is attached, and both ends of the internal space of the vibration- reducing hollow body are opened to the outside. A rolling reduction structure for floating structures.
JP03737398A 1998-02-19 1998-02-19 Rolling reduction structure for floating structures Expired - Fee Related JP4022973B2 (en)

Priority Applications (1)

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

Applications Claiming Priority (1)

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

Publications (2)

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

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

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Cited By (1)

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KR20170102976A (en) 2015-02-13 2017-09-12 미츠비시 쥬고교 가부시키가이샤 Oscillation reduction device and floating body provided with same

Families Citing this family (4)

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Publication number Priority date Publication date Assignee Title
JP4848444B2 (en) * 2000-05-16 2011-12-28 三菱重工業株式会社 Floating body fluctuation reducing device and floating body provided with the same
JP4358456B2 (en) 2000-05-16 2009-11-04 三菱重工業株式会社 Floating body fluctuation reducing device and floating body provided with the same
JP4931272B2 (en) * 2000-11-15 2012-05-16 株式会社アイ・エイチ・アイ マリンユナイテッド Rolling reduction structure of box-shaped floating body
KR101162441B1 (en) 2010-06-24 2012-07-09 삼성중공업 주식회사 Floating Structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170102976A (en) 2015-02-13 2017-09-12 미츠비시 쥬고교 가부시키가이샤 Oscillation reduction device and floating body provided with same

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