JP2554145B2 - Deepwater Floating Breakwater - Google Patents

Deepwater Floating Breakwater

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Publication number
JP2554145B2
JP2554145B2 JP63290677A JP29067788A JP2554145B2 JP 2554145 B2 JP2554145 B2 JP 2554145B2 JP 63290677 A JP63290677 A JP 63290677A JP 29067788 A JP29067788 A JP 29067788A JP 2554145 B2 JP2554145 B2 JP 2554145B2
Authority
JP
Japan
Prior art keywords
floating body
floating
wave
mooring
weight
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.)
Expired - Fee Related
Application number
JP63290677A
Other languages
Japanese (ja)
Other versions
JPH02136413A (en
Inventor
雅彦 尾崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP63290677A priority Critical patent/JP2554145B2/en
Publication of JPH02136413A publication Critical patent/JPH02136413A/en
Application granted granted Critical
Publication of JP2554145B2 publication Critical patent/JP2554145B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は大水深浮消波堤に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a deepwater floating breakwater.

〔従来の技術〕[Conventional technology]

養殖場,ヨットハーバーなど特定の海域の静穏化を図
るためには、着底式の防波堤の設置が最も確実と考えら
れるが、海域の地形条件や水深に起因する施工技術,建
造費用の点あるいは撤去,移設等の必要性の点から、浮
体式の消波堤(浮消波堤)が採用されることがある。
In order to ensure the calmness of specific sea areas such as aquaculture farms and yacht harbors, the installation of bottom-type breakwaters is considered to be the most reliable, but construction technology, construction costs, or construction costs due to the topographical conditions and water depth of the sea area or Floating type breakwaters (floating breakwaters) may be adopted because of the necessity of removal and relocation.

浮消波堤には水面に浮上して消波を行う浮体部分と、
浮体部分を所定の位置に繋ぎ留める係留装置の部分とか
らなり、従来種々の構造のものが製作又は提案されてい
るが、大別するとポンツーン型と動揺制御型のものとが
ある。
In the floating breakwater, a floating body part that floats on the water surface and cancels the wave,
Various structures have been manufactured or proposed in the past, including a mooring device portion for fixing a floating body portion to a predetermined position, but roughly classified into a pontoon type and a vibration control type.

まず、ポンツーン型では、第2図側面図に示すよう
に、矩形断面を有する鋼製ないしはコンクリート製の箱
型の浮体01が、チェーンあるいはワイヤからなる係留ラ
イン02によって海底のアンカー03に繋ぎ留められてい
る。この浮消波堤では、入射波04が浮体01の前面で反射
するとともに、浮体の上下揺れによるエネルギ消費によ
り、透過波05が減衰し、消波作用が行われる。
First, in the pontoon type, as shown in the side view of FIG. 2, a box-shaped floating body 01 made of steel or concrete having a rectangular cross section is connected to an anchor 03 on the seabed by a mooring line 02 made of a chain or a wire. ing. In this floating wave breakwater, the incident wave 04 is reflected on the front surface of the floating body 01, and the transmitted wave 05 is attenuated by the energy consumption due to the up-and-down shaking of the floating body, so that the wave canceling action is performed.

また、動揺制御型では、第3図に示すように、ごく短
い波は浮体の外壁で反射し、比較的短い波は鋼製の浮体
01の内部における水の運動により、波による浮体01の動
揺を調節し、入射波04と浮体01が造る波の位相差を利用
して透過波05を抑え、長い波は浮体の上下揺れを利用し
て底部から流出入する水流のエネルギ損失で消波すると
いうものであり、上記ポンツーン型と同様、係留ライン
02を介して海底のアンカー03に係留されている。
Further, in the shaking control type, as shown in FIG. 3, very short waves are reflected by the outer wall of the floating body, and relatively short waves are made of steel floating body.
The movement of water inside 01 adjusts the sway of floating body 01 due to the wave, suppresses transmitted wave 05 by using the phase difference between the incident wave 04 and the wave created by floating body 01, and the long wave uses the ups and downs of the floating body The energy loss of water flowing in and out from the bottom of the mooring line is the same as the pontoon type.
It is moored to the undersea anchor 03 via 02.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら、この種の浮消波堤はいずれも係留ライ
ンによって海底のアンカーに弛緩係留されているので、
係留構造の裾は大きく拡がるから、水深が大きい場合、
浮体とアンカーの水平方向距離が非常に大きくなり、そ
の結果、下記のような問題がある。
However, since all floating breakwaters of this type are moored to anchors on the seabed by mooring lines,
The hem of the mooring structure expands greatly, so when the water depth is large,
The horizontal distance between the floating body and the anchor becomes very large, resulting in the following problems.

(1) 係留ラインの物量が増大する。(1) The quantity of mooring lines increases.

(2) 係留装置の占有海域が増大し、航行船舶等の自
由な航行に影響を及ぼす。
(2) The area occupied by the mooring equipment will increase, which will affect the free navigation of navigating vessels.

(3) 係留装置の裾が大きくなる関係上、静穏化すべ
き海域に接近して設置できないことから、浮消波堤の長
さあるいは基数が増大する。
(3) Due to the large skirts of the mooring equipment, it is not possible to install the mooring equipment close to the sea area that should be calmed down, so the length or radix of the floating breakwater increases.

本発明は、このような事情に鑑みて提案されたもの
で、水深が大きい場合でも係留構造が大きくならず、付
近を航行する船舶への影響をなくする低コストの経済的
な大水深浮消波堤を提供することを目的とする。
The present invention has been proposed in view of the above circumstances, and the mooring structure does not become large even when the water depth is large, and the cost is low and the economical deep water depth is eliminated, which eliminates the influence on ships navigating in the vicinity. The purpose is to provide a breakwater.

〔課題を解決するための手段〕[Means for solving the problem]

そのために本発明は、海面に浮上し入射波の反射,造
渦,摩擦及び浮体の運動によって入射波のエネルギを消
費することにより透過波を減衰させる横長立方体状浮体
と、前記浮体から垂下され上記浮体とほぼ同一幅,同一
長さを有する水平重錘と、裾広状に海中に弛緩的に張ら
れ前記重錘を海底に沈設された複数のアンカーに繋留す
る係留ラインとを具えたことを特徴とする。
To this end, the present invention relates to a horizontally elongated cubic floating body which floats on the sea surface and attenuates the transmitted wave by consuming the energy of the incident wave by reflection of the incident wave, eddy, friction and movement of the floating body; It comprises a horizontal weight having almost the same width and the same length as the floating body, and a mooring line that is stretched loosely in the sea in a wide skirt and anchors the weight to a plurality of anchors laid on the seabed. Characterize.

〔作用〕[Action]

このような構成によれば、係留装置の水平方向へのひ
ろがりは、重錘とアンカーとの間に弛緩係留的に斜設さ
れた係留ラインの部分によるもののみであるから、水深
の影響を受けなくなるため、前述したような水深の増大
に伴う係留装置の裾広がりの問題を解決することができ
る。
According to such a configuration, the horizontal expansion of the mooring device is only due to the portion of the mooring line obliquely installed in a loosely mooring manner between the weight and the anchor, and therefore is affected by the water depth. Since it disappears, it is possible to solve the problem of the skirt expansion of the mooring device due to the increase in water depth as described above.

〔実施例〕〔Example〕

本発明の一実施例を図面について説明すると、第1図
はその側面図である。
An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a side view thereof.

上図において、01は長方形断面を有する横長直立方体
状のポンツーン型浮体であり、入射波04の一部を反射し
て透過波05を減衰させる。浮体01は、その前後端に等間
隔で垂下された複数のチェーンあるいはワイヤからなる
鉛直吊下げライン06によって水平直方形状重錘07を水中
に吊下げており、重錘07は裾広に張られた複数の係留ラ
イン02によって海底に沈設された複数のアンカー03に弛
緩係留されている。
In the above figure, 01 is a pontoon type floating body having a rectangular cross section and having an oblong rectangular parallelepiped shape, which reflects a part of an incident wave 04 and attenuates a transmitted wave 05. The floating body 01 has a horizontal cuboid weight 07 suspended in water by a vertical suspension line 06 consisting of a plurality of chains or wires suspended at its front and rear ends, and the weight 07 is stretched widely. A plurality of mooring lines 02 are used for relaxing mooring to a plurality of anchors 03 sunk on the seabed.

本実施例では浮体をポンツーン型としたが、従来、浮
消波堤を対象としたいかなる形状の浮体でも採用するこ
とができる。ただし、重錘07の重量に見合った浮力を増
加させるような配慮が必要である。
Although the pontoon type is used as the floating body in this embodiment, any type of floating body intended for a floating breakwater can be used conventionally. However, consideration must be given to increase the buoyancy corresponding to the weight of the weight 07.

〔発明の効果〕〔The invention's effect〕

このような大水深浮消波堤によれば、従来の浮消波堤
としての消波作用を行うとともに、水深の増大に対し
て、浮消波堤と海底のアンカーの水平方向距離は増大し
ないので、下記の効果が奏せられる。
Such a deep-water floating breakwater acts as a conventional floating breakwater, and the horizontal distance between the floating breakwater and the anchor on the seabed does not increase with increasing water depth. Therefore, the following effects can be obtained.

(1) 係留装置は、吊下げラインの長さを水深に応じ
て長くするのみでよい。因みに、従来方式の浮消波堤で
は係留ライン長さは水深の2〜3倍は必要である。
(1) The mooring device only needs to lengthen the length of the suspension line according to the water depth. By the way, the length of the mooring line is required to be 2-3 times the depth of the water in the conventional floating breakwater.

(2) 裾広に張られる係留ラインは海底近くに中吊り
された重錘とアンカーとの間のみであるから、係留装置
の占有海域面積が増大しない。
(2) Since the mooring line stretched wide at the bottom is only between the weight and the anchor suspended inside near the seabed, the area of the sea area occupied by the mooring device does not increase.

(3) 従って、浮消波堤自体を静穏化対象海域に近接
して設置することができる。
(3) Accordingly, the floating breakwater itself can be installed close to the calming target sea area.

(4) 重錘自体をシンカーとして海底に沈設し、吊下
げラインをテンションレグとして強力な張力で浮体を引
張ることで係留ラインを省略することも一応考えられる
が、係留ラインを省略すると、浮体は上下方向には不動
となるから、浮体の上下揺れを利用する消波作用も失わ
れてしまうので、大水深浮消波堤としては綜合的にみて
得策でない。
(4) It is conceivable to omit the mooring line by sinking the weight itself as a sinker on the seabed and using the suspension line as a tension leg to pull the floating body with a strong tension. Since it is immovable in the vertical direction, the wave-dissipating action using the up-and-down motion of the floating body is also lost, so it is not a good idea from a comprehensive viewpoint as a deep-water floating wave breakwater.

要するに本発明によれば、海面に浮上し入射波の反
射,造渦,摩擦及び浮体の運動によって入射波のエネル
ギを消費することにより透過波を減衰させる横長立方体
状浮体と、前記浮体から垂下され上記浮体とほぼ同一
幅,同一長さを有する水平重錘と、裾広状に海中に弛緩
的に張られ前記重錘を海底に沈設された複数のアンカー
に繋留する係留ラインとを具えたことにより、水深が大
きい場合でも係留構造が大きくならず、付近を航行する
船舶への影響をなくする底コストの経済的な大水深浮消
波堤を得るから、本発明は産業上極めて有益なものであ
る。
In short, according to the present invention, a horizontally elongated cubic floating body which floats on the sea surface and attenuates the transmitted wave by consuming the energy of the incident wave by reflection of the incident wave, vortex formation, friction and movement of the floating body, and is suspended from the floating body. A horizontal weight having substantially the same width and the same length as the floating body, and a mooring line which is stretched loosely in the sea to anchor the weight to a plurality of anchors laid on the seabed. As a result, the mooring structure does not become large even if the water depth is large, and an economical deep water floating breakwater with a bottom cost that eliminates the influence on ships traveling in the vicinity is obtained. Therefore, the present invention is extremely useful industrially. Is.

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

第1図は本発明の一実施例を示す全体側面図である。 第2図,第3図はそれぞれ公知の浮消波堤を示す側面図
である。 01……浮体、02……係留ライン、03……アンカー、04…
…入射波、05……透過波、06……吊下げライン、07……
重錘。
FIG. 1 is an overall side view showing an embodiment of the present invention. 2 and 3 are side views showing known floating breakwaters, respectively. 01 …… Floating body, 02 …… Mooring line, 03 …… Anchor, 04…
… Incoming wave, 05 …… Transmitted wave, 06 …… Suspension line, 07 ……
Weight.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】海面に浮上し入射波の反射,造渦,摩擦及
び浮体の運動によって入射波のエネルギを消費すること
により透過波を減衰させる横長立方体状浮体と、前記浮
体から垂下され上記浮体とほぼ同一幅,同一長さを有す
る水平重錘と、裾広状に海中に弛緩的に張られ前記重錘
を海底に沈設された複数のアンカーに繋留する係留ライ
ンとを具えたことを特徴とする大水深浮消波堤。
1. An oblong cubic floating body which floats above the sea surface and attenuates the transmitted wave by consuming the energy of the incident wave by reflection of the incident wave, eddy, friction and movement of the floating body, and the floating body suspended from the floating body. A horizontal weight having almost the same width and the same length as the above, and a mooring line which is stretched loosely in the sea to anchor the weight to a plurality of anchors laid on the seabed. Deep water floating breakwater.
JP63290677A 1988-11-17 1988-11-17 Deepwater Floating Breakwater Expired - Fee Related JP2554145B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63290677A JP2554145B2 (en) 1988-11-17 1988-11-17 Deepwater Floating Breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63290677A JP2554145B2 (en) 1988-11-17 1988-11-17 Deepwater Floating Breakwater

Publications (2)

Publication Number Publication Date
JPH02136413A JPH02136413A (en) 1990-05-25
JP2554145B2 true JP2554145B2 (en) 1996-11-13

Family

ID=17759063

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63290677A Expired - Fee Related JP2554145B2 (en) 1988-11-17 1988-11-17 Deepwater Floating Breakwater

Country Status (1)

Country Link
JP (1) JP2554145B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5827011A (en) * 1996-12-23 1998-10-27 Kann; Dirk C. Wave suppression system
CN102852117A (en) * 2011-06-29 2013-01-02 郑钢钢 Floating dock capable of not changing length of vertical mooring line during change of sea level
CN113897903B (en) * 2021-11-19 2022-07-19 江苏科技大学 Floating wave absorbing device and wave absorbing dike
CN115214854A (en) * 2022-07-28 2022-10-21 中国电建集团华东勘测设计研究院有限公司 Floating plate array type photovoltaic wave absorption supporting structure and installation and construction method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54115733U (en) * 1978-02-03 1979-08-14

Also Published As

Publication number Publication date
JPH02136413A (en) 1990-05-25

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