JPS5934579Y2 - floating wave bank - Google Patents

floating wave bank

Info

Publication number
JPS5934579Y2
JPS5934579Y2 JP606680U JP606680U JPS5934579Y2 JP S5934579 Y2 JPS5934579 Y2 JP S5934579Y2 JP 606680 U JP606680 U JP 606680U JP 606680 U JP606680 U JP 606680U JP S5934579 Y2 JPS5934579 Y2 JP S5934579Y2
Authority
JP
Japan
Prior art keywords
floating
waves
wave
floating wave
tank
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
Application number
JP606680U
Other languages
Japanese (ja)
Other versions
JPS56110119U (en
Inventor
幸明 根角
誠一 浅野
Original Assignee
日立造船株式会社
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 日立造船株式会社 filed Critical 日立造船株式会社
Priority to JP606680U priority Critical patent/JPS5934579Y2/en
Publication of JPS56110119U publication Critical patent/JPS56110119U/ja
Application granted granted Critical
Publication of JPS5934579Y2 publication Critical patent/JPS5934579Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は浮消波堤に関するものであり、その目的は、安
価でかつ高性能の浮消波堤を得ることにある。
[Detailed Description of the Invention] The present invention relates to a floating wavebank, and its purpose is to obtain an inexpensive and high-performance floating wavebank.

浮消波堤は海水交流を阻害しないこと、深い水深でも施
工ができること、移動・撤去が容易である等の利点を有
するため、沖合の海洋構造物や沿岸の養殖漁場を外海の
波から護るというような目的をもって使用される。
Floating breakwaters have the advantages of not interfering with seawater exchange, being able to be constructed even at deep water depths, and being easy to move and remove, so they are said to protect offshore marine structures and coastal aquaculture and fishing grounds from waves in the open ocean. used for such purposes.

しかし浮消波堤は、重力式の築堤型防波堤のように完全
反射によって波の進行を阻止するものとは異なり、入射
波の一部が反射波となる以外は透過波となって伝播する
However, unlike a gravity-type embankment-type breakwater, which prevents waves from traveling through complete reflection, floating breakwaters propagate as transmitted waves, except for a portion of the incident waves that become reflected waves.

そのため浮消波堤の性能を向上させるためには波の透過
率を如何に小さく抑えるかが重要な問題である。
Therefore, in order to improve the performance of floating wavebanks, an important issue is how to keep the wave transmittance low.

従来提案されている浮消波堤は次のような型式0式% (1)摩擦や造渦等により波エネルギーの消散を計るも
の。
The floating wave breakers that have been proposed so far are of the following types: (1) Measures the dissipation of wave energy through friction, vortex formation, etc.

(2)波の反射を利用するもの。(2) Something that uses the reflection of waves.

(3)浮体の運動により発生した波と入射波の干渉を利
用する形式のもの。
(3) A type that utilizes interference between waves generated by the movement of a floating body and incident waves.

(4)上記(1)〜(3)を組合せたもの。(4) A combination of the above (1) to (3).

これらのうち3のものは浮体の運動を制御して波を消す
ことができ、理想的には反射波も透過波も零になること
が造波理論により証明されている。
Three of these can control the motion of the floating body to eliminate waves, and it has been proven by wave-making theory that ideally both reflected waves and transmitted waves will be zero.

この種の浮消波堤として、たとえば浮体に機械的な機構
で運動を与え、その運動に特定の位相差を有せしめるこ
とにより消波させるもの(特公昭53−26266)が
あるが、これは大型化するためには大規模な機械設備を
要し、実用化が困難である。
As this type of floating wave dam, there is one (Japanese Patent Publication No. 53-26266) that dissipates waves by imparting motion to a floating body using a mechanical mechanism and making that motion have a specific phase difference. Increasing the size requires large-scale mechanical equipment, making it difficult to put it into practical use.

また浮体内に受動形の動揺制御タンクを設け、特定の位
相差で動揺させ消波しようとする(特開昭531155
33、特開昭53−115534)があるが、これは相
対的に浮消波堤の喫水が深く、大きな係留力を要する上
、反射波も大きくなるという欠点を有している。
In addition, a passive agitation control tank is installed inside the floating body, and waves are dissipated by agitation with a specific phase difference (Japanese Patent Laid-Open No. 531155
33, Japanese Patent Application Laid-open No. 53-115534), but this has the drawback that the draft of the floating wave bank is relatively deep, requiring a large mooring force, and the reflected waves are also large.

本考案は以上に鑑みてなされたものであり、以下その一
実施例を説明する。
The present invention has been devised in view of the above, and one embodiment thereof will be described below.

図において、1はコンクリート製の有底タンクであり、
これは波の進行方向Aに対し直交する方向に長く構成さ
れ、かつこの方向で洋上に浮かべられる。
In the figure, 1 is a concrete bottomed tank;
This is constructed to be elongated in a direction perpendicular to the wave traveling direction A, and is floated on the ocean in this direction.

すなわちこの有底タンク1は長尺の箱型をなすと共に、
その左右側壁IA、IAの没水端部(下端部)にその外
側へ張出す中実の張出部2,2が一体に設けられる。
That is, this bottomed tank 1 has a long box shape, and
Solid projecting parts 2, 2 projecting outward are integrally provided at the submerged ends (lower ends) of the left and right side walls IA, IA.

これら張出部2,2は前記没水端部の端縁に沿って長く
構成され、かつその外周面は断面視において円弧面2A
、2Aとして構成されている。
These projecting parts 2, 2 are configured to be long along the edge of the submerged end part, and the outer peripheral surface thereof is a circular arc surface 2A in cross-sectional view.
, 2A.

こと浮消波堤によれば、有底タンク1により浮消波堤自
体の浮力が確保される。
According to the floating breakwater, the bottomed tank 1 ensures the buoyancy of the floating breakwater itself.

かかる構成によれば、張出部2,2が有底タンク1の左
右側壁IA。
According to this configuration, the projecting portions 2, 2 are the left and right side walls IA of the bottomed tank 1.

1Aの外側へ張出しているので、これが入射波によって
動揺する際、この張出部2,2があたかも船舶の船首バ
ルブの如く、造波抵抗を減らす作用を営む。
1A, so when it is shaken by an incident wave, these projecting parts 2, 2 work to reduce wave-making resistance, just like the bow valve of a ship.

そしてこの張出部2,2の動揺によって発散波が生起さ
れ、この発散波が反射波および透過波と干渉し、これら
が消波される。
Then, a divergent wave is generated by the movement of the projecting parts 2, 2, and this divergent wave interferes with the reflected wave and the transmitted wave, and these waves are dissipated.

さらにコンクリート製であるために、耐久性の向上につ
ながるばかりか、重量が大きくなるので、洋上設置のた
めにバラスト水や沈錘が不要となる。
Furthermore, since it is made of concrete, it not only improves its durability, but also increases its weight, making ballast water and sinkers unnecessary for offshore installation.

なおコンクリートと鋼の複合構造であるパイブリッド構
造によって有底タンク1を構成すれば耐久性はさらに向
上し頑丈なものとなる。
Note that if the bottomed tank 1 is configured with a pibrid structure that is a composite structure of concrete and steel, the durability will be further improved and the tank will be sturdy.

以上のように本考案によれば次のような効果が奏せられ
る。
As described above, the present invention provides the following effects.

(1)簡単な構成でかつ取扱いが容易であるにもかかわ
らず、高性能、高耐久性の浮消波堤が得られる。
(1) Although it has a simple configuration and is easy to handle, a high performance and highly durable floating wavebank can be obtained.

(2)喫水を浅くすることができるので係留力を必要と
しないか、または必要とする場合であってもこれを小さ
くすることができる。
(2) Since the draft can be made shallow, no mooring force is required, or even if mooring force is required, it can be made small.

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

図面は本考案実施例の縦断面図である。 1・・・・・・有底タンク、1A・・・・・・有底タン
ク側壁、2・・・・・・張出部、2・・・・・・円弧面
The drawing is a longitudinal sectional view of an embodiment of the present invention. 1... Bottomed tank, 1A... Bottomed tank side wall, 2... Overhang, 2... Arc surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート製の中空有底タンクよりなり、このタンク
の左右側壁の没水端部に、その外側へ張出す中実の張出
部を一体に設けたことを特徴とする浮消波堤。
A floating wave bank consisting of a hollow bottomed concrete tank, characterized in that solid overhangs projecting outward are integrally provided at the submerged ends of the left and right side walls of the tank.
JP606680U 1980-01-21 1980-01-21 floating wave bank Expired JPS5934579Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP606680U JPS5934579Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP606680U JPS5934579Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Publications (2)

Publication Number Publication Date
JPS56110119U JPS56110119U (en) 1981-08-26
JPS5934579Y2 true JPS5934579Y2 (en) 1984-09-25

Family

ID=29602738

Family Applications (1)

Application Number Title Priority Date Filing Date
JP606680U Expired JPS5934579Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Country Status (1)

Country Link
JP (1) JPS5934579Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0724412Y2 (en) * 1988-12-29 1995-06-05 石川島播磨重工業株式会社 Floating body of a breakwater

Also Published As

Publication number Publication date
JPS56110119U (en) 1981-08-26

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