JPS61211409A - Float wave dissipating device - Google Patents
Float wave dissipating deviceInfo
- Publication number
- JPS61211409A JPS61211409A JP60054810A JP5481085A JPS61211409A JP S61211409 A JPS61211409 A JP S61211409A JP 60054810 A JP60054810 A JP 60054810A JP 5481085 A JP5481085 A JP 5481085A JP S61211409 A JPS61211409 A JP S61211409A
- Authority
- JP
- Japan
- Prior art keywords
- float
- waves
- wave
- dissipating device
- mooring
- 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.)
- Granted
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】 (イ) 産業上の利用分野 この発明は浮体を使用した消波装置に関する。[Detailed description of the invention] (b) Industrial application field The present invention relates to a wave dissipating device using a floating body.
仲)従来の技術
従来の浮消波装置は、主として、波の進行方行を遮るよ
うな壁面を浮力体より垂下したり、或は長大な浮体を波
に対し横方行に係留して浮消波装置を構成していた。Conventional technology Conventional floating wave devices mainly suspend a wall that obstructs the direction of waves from the buoyant body, or moor a long floating body laterally with respect to the waves. It constituted a wave dissipating device.
(ハ)発明が解決しようとする問題点
しかしこれらの浮消波装置は、いずれも波浪の大きな衝
撃を受け、これに耐えるため、丈夫な複数本の係留索を
用いる多点係留とする必要があり、かつ沈錘も大重量の
大型のものを要する等、係留装置が大型となり、その費
用も高額になる等問題があった。(c) Problems to be solved by the invention However, all of these floating wave devices are subject to large waves, and in order to withstand this impact, it is necessary to use multi-point mooring using multiple strong mooring lines. However, there were other problems, such as the need for a heavy and large sinking weight, resulting in a large mooring device and high cost.
に)問題点を解決するための手段
この発明は、複数個の浮体を、吃水が浮体の中程にくる
よう、適宜間隔でジグザグ状に架台に配置し、波が浮体
間の間隙を通過する時発生する渦、あるいは浮体に当っ
て生ずる反射波等により、波のエネルギーを消費させ、
波が通過しながら次第にエネルギーを消費していくため
、浮消波装置に過大な衝撃力が加わらず、そのため、係
留装置も比較的小規模ですみ、かつ構造が簡単で経済的
な浮消波装置に関する。以下図面に従ってその内容を詳
述する。(b) Means for solving the problem In this invention, a plurality of floating bodies are arranged on a pedestal in a zigzag pattern at appropriate intervals so that the water is in the middle of the floating bodies, and the waves pass through the gaps between the floating bodies. The energy of the waves is consumed by the vortices that occur at the time, or the reflected waves that occur when they hit a floating body.
As the waves gradually consume energy as they pass through, excessive impact force is not applied to the floating wave device, so the mooring device can be relatively small-scale, and the structure is simple and economical. Regarding equipment. The details will be explained in detail below according to the drawings.
第1図は本発明の浮消波装置の斜視図で、浮体に円筒形
の浮体を使用した場合を示したものである。第2図はそ
の平面図である。FIG. 1 is a perspective view of the floating wave device of the present invention, showing a case where a cylindrical floating body is used as the floating body. FIG. 2 is a plan view thereof.
図中(1)は合成樹脂製あるいは金属製の外皮にポリウ
レタン等の発泡樹脂を充填した円筒形の浮力体で、適宜
の間隙(2X2’)をもって架台(6)の上面に固定さ
れている。架台(3)はアングル等の条材で組立てられ
、上面(4)は浮体(1)を固定するため、平面状に荒
い格子状に組まれ、両端に係留環(5)を設けた下部横
桁材(6)と斜め材(7)により図示のように立体的に
組立てられている。両側端面には、タイヤ等の防舷材(
9)が取りつけられている。(10)は両端面に設けら
れた隣の浮消波装置(5)と連結するための連結環であ
る。In the figure, (1) is a cylindrical buoyant body made of a synthetic resin or metal outer shell filled with foamed resin such as polyurethane, and is fixed to the upper surface of the pedestal (6) with an appropriate gap (2 x 2'). The pedestal (3) is assembled with strips such as angles, the upper surface (4) is constructed in a planar rough lattice shape to secure the floating body (1), and the lower side with mooring rings (5) provided at both ends. As shown in the figure, it is assembled three-dimensionally using beam members (6) and diagonal members (7). Fenders such as tires (
9) is attached. (10) is a connecting ring provided on both end faces for connecting with the adjacent floating wave device (5).
第3図はいくつかの浮消波装置(3)を連結索(11)
により1列に連結して消波堤を構成し、海底に係留した
使用状態を示すもので、第4図はその状態イI11
の哄舎會怖面図である。Figure 3 shows several floating wave devices (3) connected to a cable (11).
This shows the state in which they are connected in a row to form a wave-dissipating bank and moored to the seabed. Fig. 4 is a front view of the dam in this state.
図示のように消波堤の両端は1本の係留索(12)によ
り、またその途中は隣接する浮消波装置(3)の係留環
(5)を連結した係留枝素(12)の中央の三つ四環(
13)に連結した1本の係留索(12)により水底のア
ンカーまたは沈錘(14)に係留されている。また係留
索(12)の途中でほぼ水深に相当する位置に三ッ四環
(16)を挿入し、シャックルを介して水底の補助沈錘
(15)に連結され、係留索(12)は垂直に殆んどた
るむことなく補助沈錘(15)にいたる。なお補助沈錘
(15)の水中重量は浮消波装置の予備浮力より小さく
しである。As shown in the figure, both ends of the wave-dissipating bank are connected by one mooring line (12), and the middle of the line is connected to the center of a mooring branch (12) that connects the mooring ring (5) of the adjacent wave-dissipating device (3). Three and four rings (
It is moored to an anchor or sinker (14) on the bottom of the water by a single mooring line (12) connected to 13). In addition, a three-four ring (16) is inserted in the middle of the mooring line (12) at a position corresponding to approximately the water depth, and is connected to the auxiliary sinker (15) on the bottom of the water via a shackle, so that the mooring line (12) is vertical. It reaches the auxiliary sinker (15) with almost no slack. The underwater weight of the auxiliary sinker (15) is smaller than the reserve buoyancy of the floating wave device.
(ホ) 作用
本装置の前方から押し寄せた波は、まず浮体の狭少な間
隙(2)を高速で通過し、急に広がるため、激しい渦流
となる。また次の間隙(2′)を通過する場合も同様に
激しい渦流を発生し、波浪の上層部は段階的にエネルギ
ーを急速に消耗して鎮静化する。(E) Effect The waves that rush in from the front of the device first pass through the narrow gap (2) in the floating body at high speed, and then suddenly spread out, creating a violent vortex. Similarly, when passing through the next gap (2'), a violent vortex is generated, and the upper layer of the wave rapidly consumes energy in stages and calms down.
また波浪のエネルギーの1部は浮体に当り反射波となり
他の浮体に衝突し、あるいは入射波と干渉して急速にエ
ネルギーを消耗していく。波のエネルギーは主として表
層部にあるため、このようにして浮消波装置を適化した
波は急速に波高を減じ、小波となり鎮静化する。またこ
の実施例では、架台(3)の中段に水平板(8)を設け
たが、このようにすれば、波浪の中層部は水平板(8)
により波の分子の円又は橢円運動を抑制され急速に中層
部の波のエネルギーを消耗し鎮静化を助ける。Also, part of the wave energy hits a floating body and becomes a reflected wave, which collides with other floating bodies or interferes with incident waves, rapidly consuming the energy. Since the energy of waves is mainly located in the surface layer, waves for which the floating wave device has been optimized in this way rapidly reduce their wave height, becoming small waves and calming down. In addition, in this embodiment, the horizontal plate (8) is provided in the middle of the pedestal (3).
This suppresses the circular or circular motion of the wave molecules, rapidly consuming the wave energy in the middle layer and helping to calm it down.
また係留索の途中のほぼ水深に相当する所に補助沈錘(
15)を設けたことにより、大きい波浪がきた場合、水
底の地面より沈1 (15)を持ち上げることとなり、
それだけ波のエネルギーの消耗に役立つものである。In addition, an auxiliary sinker (
15), in the event of large waves, the sink 1 (15) will be lifted from the ground at the bottom of the water.
That much helps in wasting the energy of the waves.
(へ)実施例
第5図は本発明の別の実施例で、浮体に方形の浮体を取
付けた例を示したものである。この場合も、前記の円筒
型の浮体と同様の作用効果があるが、前例より反射波の
発生による消波効果がやや増大する。(f) Embodiment FIG. 5 shows another embodiment of the present invention, in which a rectangular floating body is attached to a floating body. In this case as well, there are effects similar to those of the cylindrical floating body described above, but the wave-dissipating effect due to the generation of reflected waves is slightly increased compared to the previous example.
(ト) 発明の効果
以上のように本浮消波装置は構造が簡単で製作費が安く
、かつ波浪による抵抗が他の一般の浮消波堤に比べ格段
に少く、係留装置が経済的であり、魚類の養殖設備等の
前方に設置する消波装置として特に有効である。(G) Effects of the Invention As described above, this floating wave device has a simple structure and low manufacturing cost, and the resistance due to waves is much lower than that of other general floating wave breakers, making the mooring device economical. It is particularly effective as a wave-dissipating device installed in front of fish farming equipment, etc.
第1図は本発明の装置の斜視図、第2図はその平面図、
第3図は本装置を1列に並べて浮消波堤を構成した斜視
図、第4図はその側面図で消波の状況を図示したもの、
第5図は本発明の別の実施例を示したものである。
(1)・・・・・・浮体、(2X2’)・・・・・・浮
体間の間隙、(5)・・・・・・架台、(5)・・・・
・・係留環図 面
4ψ引 了 Ci?〕
第 3(21
% 4 図FIG. 1 is a perspective view of the device of the present invention, FIG. 2 is a plan view thereof,
Fig. 3 is a perspective view of this device arranged in a row to form a floating wave bank, and Fig. 4 is a side view illustrating the state of wave dissipation.
FIG. 5 shows another embodiment of the invention. (1)... Floating body, (2X2')... Gap between floating bodies, (5)... Frame, (5)...
...Mooring ring diagram Plane 4ψ pull completed Ci? ] Figure 3 (21% 4)
Claims (1)
ジグザグ状に架台に配設し、該架台を係留索により沈錘
に係留したことを特徴とする浮消波装置。1. A floating wave device characterized in that a plurality of floating bodies are arranged on a pedestal in a zigzag pattern at appropriate intervals so that the sputtering water is in the middle of the floating bodies, and the pedestal is moored to a sinker by a mooring cable.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60054810A JPS61211409A (en) | 1985-03-18 | 1985-03-18 | Float wave dissipating device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60054810A JPS61211409A (en) | 1985-03-18 | 1985-03-18 | Float wave dissipating device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61211409A true JPS61211409A (en) | 1986-09-19 |
JPH0452328B2 JPH0452328B2 (en) | 1992-08-21 |
Family
ID=12981069
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60054810A Granted JPS61211409A (en) | 1985-03-18 | 1985-03-18 | Float wave dissipating device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61211409A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5707172A (en) * | 1995-06-21 | 1998-01-13 | Waterfront Construction, Inc. | Floating wave attenuators |
WO2003074857A1 (en) * | 2002-03-07 | 2003-09-12 | Gerhard Stock | Gas expanding element for a system converting thermal energy into motive energy |
JP2005105720A (en) * | 2003-09-30 | 2005-04-21 | Chugoku Electric Power Co Inc:The | Suspended curtain wall sealing plate assembly |
US8016519B2 (en) | 2006-02-06 | 2011-09-13 | Ihc Engineering Business Limited | Installation of offshore structures |
JP2013204265A (en) * | 2012-03-27 | 2013-10-07 | Nishimatsu Constr Co Ltd | Method for preventing overturn and slide of underwater structure |
CN109837863A (en) * | 2019-01-28 | 2019-06-04 | 长江航道规划设计研究院 | A kind of river erosion control promotees silt device and its installation method |
JP2021518887A (en) * | 2018-01-31 | 2021-08-05 | ブーンリキットチェヴァ、ピチット | Wave capture and attenuation structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6175111A (en) * | 1984-09-19 | 1986-04-17 | Mitsui Eng & Shipbuild Co Ltd | Floating breakwater |
-
1985
- 1985-03-18 JP JP60054810A patent/JPS61211409A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6175111A (en) * | 1984-09-19 | 1986-04-17 | Mitsui Eng & Shipbuild Co Ltd | Floating breakwater |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5707172A (en) * | 1995-06-21 | 1998-01-13 | Waterfront Construction, Inc. | Floating wave attenuators |
WO2003074857A1 (en) * | 2002-03-07 | 2003-09-12 | Gerhard Stock | Gas expanding element for a system converting thermal energy into motive energy |
JP2005105720A (en) * | 2003-09-30 | 2005-04-21 | Chugoku Electric Power Co Inc:The | Suspended curtain wall sealing plate assembly |
US8016519B2 (en) | 2006-02-06 | 2011-09-13 | Ihc Engineering Business Limited | Installation of offshore structures |
JP2013204265A (en) * | 2012-03-27 | 2013-10-07 | Nishimatsu Constr Co Ltd | Method for preventing overturn and slide of underwater structure |
JP2021518887A (en) * | 2018-01-31 | 2021-08-05 | ブーンリキットチェヴァ、ピチット | Wave capture and attenuation structure |
CN109837863A (en) * | 2019-01-28 | 2019-06-04 | 长江航道规划设计研究院 | A kind of river erosion control promotees silt device and its installation method |
Also Published As
Publication number | Publication date |
---|---|
JPH0452328B2 (en) | 1992-08-21 |
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