JPS6224567B2 - - Google Patents

Info

Publication number
JPS6224567B2
JPS6224567B2 JP54042039A JP4203979A JPS6224567B2 JP S6224567 B2 JPS6224567 B2 JP S6224567B2 JP 54042039 A JP54042039 A JP 54042039A JP 4203979 A JP4203979 A JP 4203979A JP S6224567 B2 JPS6224567 B2 JP S6224567B2
Authority
JP
Japan
Prior art keywords
wave
box frame
air
floating
water
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
JP54042039A
Other languages
Japanese (ja)
Other versions
JPS55136309A (en
Inventor
Mamoru Nagata
Hidehiro Katsui
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP4203979A priority Critical patent/JPS55136309A/en
Publication of JPS55136309A publication Critical patent/JPS55136309A/en
Publication of JPS6224567B2 publication Critical patent/JPS6224567B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は養殖漁場、漁港、建設現場等における
仮設消波堤等に適用される浮消波堤に係るもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating breakwater applied to temporary breakwaters in aquaculture fishing grounds, fishing ports, construction sites, etc.

従来この種の浮消波堤として、特開昭55−3349
号公報において、水の流通可能な外囲体内に、球
形その他任意形状の発泡ポリスチレンの中実体や
球形の中空プラスチツク中空体よりなる多数の浮
力発生体を相互間に適当な空間を形成するように
して収納した消波フロートが提案されている。
Conventionally, as this type of floating wave bank, JP-A-55-3349
In the publication, a large number of buoyancy generating bodies made of foamed polystyrene solid bodies of spherical or other arbitrary shapes or spherical hollow plastic bodies are placed in an outer envelope through which water can flow, with appropriate spaces formed between them. A wave-dissipating float that is housed in

前記従来の消波フロートは外囲体を流過する波
浪の流れに、同外囲体内に収納された前記浮力発
生体によつて乱れを生起せしめ波エネルギを消散
させるものであるが、同浮力発生体が発泡ポリス
チレンの中実体や球形のプラスチツク中空体等よ
り構成されているので固有周期の調節が行なわれ
ず、必らずしも浮消波堤敷設水域の状態に即応し
た消波効果を期待することができない。
The conventional wave-dissipating float dissipates wave energy by causing turbulence in the flow of waves passing through the outer envelope using the buoyant force generating body housed within the outer envelope. Since the generating body is composed of a solid body of expanded polystyrene or a spherical plastic hollow body, the natural period cannot be adjusted, and it is not necessarily expected that the wave-dissipating effect will be responsive to the conditions of the water area where the floating wave levee is installed. Can not do it.

本発明はこのような問題点を解決するために提
案されたものであつて、外周面に窓孔の穿設され
た箱枠内に、内部水量及び空気量の調節可能な複
数の可撓性気嚢体を取付けてなることを特徴とす
る浮消波堤に係り、その目的とする処は、如何な
る水域においても消波効果の期待できる、消波効
率のよい、改良された浮消波堤を供する点にあ
る。
The present invention has been proposed to solve these problems, and includes a plurality of flexible tubes that can adjust the amount of water and air inside the box frame with window holes on the outer circumferential surface. The purpose of the floating wave dyke is to create an improved floating wave dyke with good wave-dissipating efficiency that can be expected to have a wave-dissipating effect in any water area. It is in the point of providing.

本発明に係る浮消波堤は所要の水域において、
前記気嚢体が波の進行方向と略々直交するように
浮遊せしめるとともに、箱枠をアンカ索を介して
水底基盤に繋留して使用するものである。
The floating wavebank according to the present invention can be used in a required water area,
The air bladder is made to float approximately perpendicular to the direction of wave propagation, and the box frame is moored to the underwater base via anchor cables.

而して本発明に係る浮消波堤は前記したよう
に、箱枠の外周面に窓孔が穿設されているので、
波の一部は箱枠外周面に当つて反射され、また波
の一部は前記窓孔を潜通して箱枠内に進入する際
に渦流を生起してエネルギが消散されるものであ
る。
As mentioned above, in the floating wavebank according to the present invention, since the window hole is bored in the outer peripheral surface of the box frame,
A portion of the wave hits the outer peripheral surface of the box frame and is reflected, and a portion of the wave generates a vortex when it passes through the window hole and enters the box frame, and energy is dissipated.

この際、箱枠内には可撓性の気嚢体が取付けら
れているので、箱枠内に進入した波はこれに当つ
て反射されると同時に箱枠外面の波との間に位相
差が生起し、この位相差による消波作用が行なわ
れる。
At this time, since a flexible air envelope is installed inside the box frame, the waves that enter the box frame are reflected and at the same time there is a phase difference between them and the waves on the outside of the box frame. This phase difference causes a wave-dissipating effect.

また前記箱枠内に取付けられた複数の可撓性気
嚢体は箱枠内への波の進入に伴なつて運動し、箱
枠内の自由水を撹乱するとともに、箱枠内に進入
した波に対する位相差消波作用が行なわれる。こ
の際前記各気嚢体内の水量と空気量とを適当に調
節し、各気嚢体の固有周期を齟齬させ、波による
気嚢体の運動応答にずれを生起せしめることによ
り、位相差消波をより効果的に遂行することがで
きる。
In addition, the plurality of flexible air bladders installed inside the box frame move as waves enter the box frame, disturb the free water inside the box frame, and also disturb the free water inside the box frame. A phase-difference wave cancellation effect is performed. At this time, by appropriately adjusting the amount of water and air in each of the air sacs, making the natural period of each air sac different, and causing a shift in the motion response of the air sac due to waves, phase difference wave cancellation becomes more effective. can be carried out in a specific manner.

また前記したように、水面に浮遊する本浮消波
堤全体の運動によつて位相差消波を行なうことが
できるものであり、この際も前記したように前記
各気嚢体内の水量と空気量とを調節することによ
つて、位相差消波に最適な固有周期を浮消波堤に
具有せしめることができる。
In addition, as mentioned above, phase difference wave dissipation can be performed by the movement of the entire floating wavebank floating on the water surface, and in this case, as mentioned above, the amount of water and air in each of the air bladders is By adjusting this, it is possible to make the floating wavebank have a natural period that is optimal for phase difference wave cancellation.

このように本発明に係る浮消波堤は前記各気嚢
体の固有周期を調節することにより、如何なる水
域でも優れた消波効果を有するものであるのみな
らず、全てプレハブ化が可能で、水上で結合及び
取付ができ、特別の製作ヤードを必要とせず、製
作コストも低廉であり、また補修に当つても破損
個所を取換えるだけで機能をもとどおりに回復で
きる等、本発明は多くの利点を有するものであ
る。
In this way, the floating wavebank according to the present invention not only has an excellent wave-dissipating effect in any water area by adjusting the natural period of each of the air bladders, but also can be prefabricated and can be used on water. The present invention has many advantages, such as being able to be connected and attached by itself, does not require a special manufacturing yard, has low manufacturing costs, and when repairing, the function can be restored to its original state simply by replacing the damaged part. It has the following advantages.

以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.

1は方形の箱枠で、その外周面には多数の窓孔
2が穿設されている。
1 is a rectangular box frame, and a large number of window holes 2 are bored in the outer peripheral surface of the box frame 1.

前記箱枠1の相対する枠片間には、内部水量及
び空気量の調整可能なゴム製チユーブの如き、複
数の可撓性気嚢体3が取付けられて浮消波堤が構
成されている。
Between opposing frame pieces of the box frame 1, a plurality of flexible air bladders 3, such as rubber tubes whose internal water and air volumes can be adjusted, are attached to form a floating wave bank.

前記気嚢体3は波長、波高等によつて第2図に
示すように単層に配列したり、或はまた第3図に
示すように複層に配列されるものであり、必要に
応じて第4図及び第5図に示すように気嚢体内部
の水量を調節することにより一部曲線状に配設さ
れる。
Depending on the wavelength and wave height, the air envelope bodies 3 are arranged in a single layer as shown in FIG. 2, or in multiple layers as shown in FIG. 3. As shown in FIGS. 4 and 5, by adjusting the amount of water inside the air bladder, it is arranged in a partially curved shape.

前記のように構成された浮消波堤は、各気嚢体
3が波の進行方向と略々直交するように水面に配
置され、アンカーロープ4を介して水底基盤のア
ンカーに繋留されるものである。
In the floating wavebank constructed as described above, each air bladder 3 is arranged on the water surface so as to be substantially perpendicular to the direction of wave travel, and is moored to an anchor on the underwater base via an anchor rope 4. be.

従つて波の一部は前記箱枠1の外周面に反射さ
れるとともに、波の一部は窓孔2を透過して箱枠
1内に進入する際に乱流を生起してエネルギが消
散され消波作用が行なわれる。
Therefore, a part of the wave is reflected by the outer peripheral surface of the box frame 1, and a part of the wave causes turbulence when it passes through the window hole 2 and enters the box frame 1, and energy is dissipated. The wave-dissipating effect is carried out.

また箱枠1内に配設された前記気嚢体3によつ
て箱枠1内に進入した波と、箱枠1外面の波との
間に位相差が生じて消波作用が行なわれる。一方
箱枠1内への波の進入に伴ない、前記気嚢体3が
運動して箱枠1内の自由水を撹乱するとともに、
箱枠1内に進入した波に対する位相差消波が行な
われる。
Further, a phase difference is generated between the waves entering the box frame 1 due to the air envelope 3 disposed within the box frame 1 and the waves on the outer surface of the box frame 1, and a wave-dissipating action is performed. On the other hand, as the waves enter the box frame 1, the air sac 3 moves and disturbs the free water inside the box frame 1.
Waves entering the box frame 1 are subjected to phase difference cancellation.

この際、前記各気嚢体3の水量と空気量とを適
当に調整して、同各気嚢体3の固有周期をずらし
て、波に対する各気嚢体3の運動応答にずれを生
起せしめることによつて、位相差消波をより効果
的に行なうようにするものである。
At this time, by appropriately adjusting the amount of water and air in each of the air sacs 3 and shifting the natural period of each of the sacs 3, a shift is caused in the motion response of each sac 3 to the waves. In this way, phase difference cancellation can be carried out more effectively.

また水面に浮遊する前記消波堤全体の運動によ
つて位相差消波ができるものであり、この際も気
嚢体3内の水量と空気量とを調節することによ
り、浮消波堤に位相差消波に最適の固有周期を与
えることができるものである。
In addition, phase difference wave dissipation can be achieved by the movement of the entire wave-dissipating levee floating on the water surface, and in this case as well, by adjusting the amount of water and air in the air bladder 3, the position of the floating levee can be adjusted. It is possible to provide an optimal natural period for phase difference cancellation.

以上本発明を実施例について説明したが、本発
明は勿論前記実施例にだけ局限されるものではな
く、本発明の精神を逸脱しない範囲内で種々の設
計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to the above-described embodiments, and can be modified in various ways without departing from the spirit of the invention.

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

第1図は本発明に係る浮消波堤の一実施例の一
部を欠截して示した斜面図、第2図はその縦断面
図、第3図及び第4図は夫々他の実施例の縦断面
図、第5図は第4図の部分縦断側面図である。 1……箱枠、2……窓孔、3……気嚢体。
FIG. 1 is a partially cutaway slope view of one embodiment of a floating wavebank according to the present invention, FIG. 2 is a longitudinal cross-sectional view thereof, and FIGS. 3 and 4 are views of other embodiments, respectively. An example longitudinal sectional view, FIG. 5 is a partial longitudinal sectional side view of FIG. 4. 1... Box frame, 2... Window hole, 3... Air sac body.

Claims (1)

【特許請求の範囲】[Claims] 1 外周面に窓孔の穿設された箱枠内に、内部水
量及び空気量の調節可能な複数の可撓性気嚢体を
取付けてなることを特徴とする浮消波堤。
1. A floating wave levee, characterized in that a plurality of flexible air bladders capable of adjusting the amount of internal water and air are attached to a box frame with a window hole bored in the outer peripheral surface.
JP4203979A 1979-04-09 1979-04-09 Floating breakwater Granted JPS55136309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4203979A JPS55136309A (en) 1979-04-09 1979-04-09 Floating breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4203979A JPS55136309A (en) 1979-04-09 1979-04-09 Floating breakwater

Publications (2)

Publication Number Publication Date
JPS55136309A JPS55136309A (en) 1980-10-24
JPS6224567B2 true JPS6224567B2 (en) 1987-05-29

Family

ID=12624992

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4203979A Granted JPS55136309A (en) 1979-04-09 1979-04-09 Floating breakwater

Country Status (1)

Country Link
JP (1) JPS55136309A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111455930A (en) * 2020-04-26 2020-07-28 重庆交通大学 Surge wave eliminating device and wave preventing equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543349A (en) * 1977-06-10 1979-01-11 Sefudaa Kougiyou Kk Floating breakwater

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543349A (en) * 1977-06-10 1979-01-11 Sefudaa Kougiyou Kk Floating breakwater

Also Published As

Publication number Publication date
JPS55136309A (en) 1980-10-24

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