JPS5934578Y2 - floating wave bank - Google Patents

floating wave bank

Info

Publication number
JPS5934578Y2
JPS5934578Y2 JP606580U JP606580U JPS5934578Y2 JP S5934578 Y2 JPS5934578 Y2 JP S5934578Y2 JP 606580 U JP606580 U JP 606580U JP 606580 U JP606580 U JP 606580U JP S5934578 Y2 JPS5934578 Y2 JP S5934578Y2
Authority
JP
Japan
Prior art keywords
floating
tank
wave
waves
floating body
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
JP606580U
Other languages
Japanese (ja)
Other versions
JPS56110118U (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 JP606580U priority Critical patent/JPS5934578Y2/en
Publication of JPS56110118U publication Critical patent/JPS56110118U/ja
Application granted granted Critical
Publication of JPS5934578Y2 publication Critical patent/JPS5934578Y2/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・撤去を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つ伝播する。
However, unlike a gravity-type embankment-type breakwater, which prevents waves from traveling through complete reflection, a floating breakwater propagates 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%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 have 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 wave reflection.

(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)を組合わせたもの。(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、大型化のために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, for example, there is one that gives motion to a floating body using a mechanical mechanism and dissipates waves by giving a specific phase difference to that motion (Japanese Patent Publication No. 53-26266), which Due to its large size, large-scale mechanical equipment is required, 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もの(特開昭53−1
15533、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 it agitates with a specific phase difference to dissipate waves (Japanese Patent Laid-Open No. 53-1
15533, Japanese Patent Application Laid-Open No. 115534/1983), but this has the disadvantage that the floating wave bank has a relatively deep draft, requires 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、以下その実
施例を図面に基づき説明する。
The present invention has been devised in view of the above, and embodiments thereof will be described below based on the drawings.

1は底なしの箱形タンクであり、この内部が左右の区画
壁2A、2Bにより入射波の進行方向Xで3分割される
Reference numeral 1 denotes a bottomless box-shaped tank, the interior of which is divided into three parts by left and right partition walls 2A and 2B in the traveling direction X of the incident wave.

中央のタンク室3Aの天板3aには適当数の通気孔4が
形成され、また左右のタンク室3B、3C同士はそれら
の上部間に設けられた連通管5を介して連通される。
A suitable number of ventilation holes 4 are formed in the top plate 3a of the central tank chamber 3A, and the left and right tank chambers 3B and 3C are communicated with each other via a communication pipe 5 provided between their upper portions.

箱形タンク1の一側壁、すなわち入射波を受ける側の外
側壁6Aは、図示するように、入射波進行方向Xへ張出
す反りを有しており、その下端部(没水端部)に中空浮
体7Aがタンク室3Bの内方へ張出すように設けられる
As shown in the figure, one side wall of the box-shaped tank 1, that is, the outer wall 6A on the side receiving the incident wave, has a curvature that extends in the direction of incident wave propagation X, and its lower end (submerged end) A hollow floating body 7A is provided so as to extend inward of the tank chamber 3B.

他方の外側壁6Bは垂直な平板状のものとして構成され
、その下端部(没水端部)にタンク室3Cの外方へ張出
すように中空浮体7Bが設けられる。
The other outer wall 6B is configured as a vertical flat plate, and a hollow floating body 7B is provided at its lower end (submerged end) so as to project outward from the tank chamber 3C.

このようなものによると、入射波が一定の反りを持った
外側壁6Aの前面で反射され、残りは透過するが、その
反射波は単なる垂直壁によるものに比べて大きくなる。
According to such a structure, an incident wave is reflected at the front surface of the outer wall 6A having a certain curvature, and the rest is transmitted, but the reflected wave is larger than that by a simple vertical wall.

したがって波の透過率が小さくなり、消波効果が向上す
る。
Therefore, the wave transmittance is reduced and the wave-dissipating effect is improved.

前記外側壁6Aを透過した波はタンク室3B、3A、3
Cに伝播してゆくが、その際、タンク室3B、3.A、
3C内の水柱が上下動し、通気孔4及を連通管5を通る
空気流が一定の抵抗を受ける関係上、エネルギ消散が発
生し、その分だけ波のエネルギが吸収される。
The waves transmitted through the outer wall 6A are transmitted to the tank chambers 3B, 3A, 3.
C, but at that time, tank rooms 3B, 3. A,
The water column in 3C moves up and down, and the air flow passing through the ventilation hole 4 and the communication pipe 5 encounters a certain resistance, so energy dissipation occurs, and wave energy is absorbed by that amount.

したがって他方の外側壁6Bを透過する波は小さくなる
Therefore, the waves transmitted through the other outer wall 6B become smaller.

浮体7A、7Bはいずれも水面下に没しているため、水
線面積が小さくなる。
Since the floating bodies 7A and 7B are both submerged under the water surface, the water line area becomes small.

したがって浮消波堤自体が受ける波の強制力が小さくな
り、動揺が軽減されると共に喫水が小さくなる。
Therefore, the force of the waves that the floating wavebank itself receives is reduced, the oscillation is reduced, and the draft is reduced.

このことは係留力を小さく抑えることに対して有利とな
り、水中吊り沈錘のみにより浮消波堤の上下揺れ、横揺
れ等を効果的に減衰させることができる。
This is advantageous in keeping the mooring force small, and it is possible to effectively attenuate the up-and-down, lateral, etc. of the floating wave bank only by the submerged suspended sinker.

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、高性能の浮消波堤が得られる。
(1) Although it has a simple structure and is easy to handle, a high-performance 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小さく
することができる。
(2) Since the draft can be made shallow, the mooring force can be reduced.

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

図面は本考案実施の縦断面図である。 1・・・・・・箱形タンク、2A、2B・・・・・・区
画壁、3A、3B、3C・・・・・・タンク室、4・・
・・・・通気孔、5・・・・・・連通管、6A、6B・
・・・・・外側壁、7A、7B・・・・・・浮体、X・
・・・・・入射波進行方向。
The drawing is a longitudinal sectional view of the implementation of the present invention. 1... Box-shaped tank, 2A, 2B... Compartment wall, 3A, 3B, 3C... Tank room, 4...
...Vent hole, 5...Communication pipe, 6A, 6B.
...Outside wall, 7A, 7B...Floating body, X.
...Incoming wave traveling direction.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 底なしの箱形タンクと、このタンクの左右外側壁の没水
端部に一体に設けられた浮体とを備え、入射波を受ける
前記外側壁に入射波の進行方向に張出す反りを有せしめ
ると共にこの外側壁の浮体を前記タンク内方へ張出すべ
く構成し、他方の外側壁の浮体を前記タンク外方へ張出
すべく構成したことを特徴とする浮消波堤。
It comprises a bottomless box-shaped tank and a floating body integrally provided at the submerged ends of the left and right outer walls of this tank, and the outer walls that receive incident waves have a curvature extending in the direction of propagation of the incident waves. A floating wave levee characterized in that the floating body on the outer wall is configured to extend inwardly from the tank, and the floating body on the other outer wall is configured to extend outwardly from the tank.
JP606580U 1980-01-21 1980-01-21 floating wave bank Expired JPS5934578Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP606580U JPS5934578Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP606580U JPS5934578Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Publications (2)

Publication Number Publication Date
JPS56110118U JPS56110118U (en) 1981-08-26
JPS5934578Y2 true JPS5934578Y2 (en) 1984-09-25

Family

ID=29602737

Family Applications (1)

Application Number Title Priority Date Filing Date
JP606580U Expired JPS5934578Y2 (en) 1980-01-21 1980-01-21 floating wave bank

Country Status (1)

Country Link
JP (1) JPS5934578Y2 (en)

Also Published As

Publication number Publication date
JPS56110118U (en) 1981-08-26

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