JP2003342937A - Floating wave-absorbing bank - Google Patents

Floating wave-absorbing bank

Info

Publication number
JP2003342937A
JP2003342937A JP2002154441A JP2002154441A JP2003342937A JP 2003342937 A JP2003342937 A JP 2003342937A JP 2002154441 A JP2002154441 A JP 2002154441A JP 2002154441 A JP2002154441 A JP 2002154441A JP 2003342937 A JP2003342937 A JP 2003342937A
Authority
JP
Japan
Prior art keywords
waves
wave
floating body
water
floating
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.)
Pending
Application number
JP2002154441A
Other languages
Japanese (ja)
Inventor
Hiroaki Takamura
浩彰 高村
Yoshiteru Dobashi
吉輝 土橋
Tadashi Fukumoto
正 福本
Hidenori Nishida
秀紀 西田
Takeshi Hashimoto
剛 橋本
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.)
Nishimatsu Construction Co Ltd
Original Assignee
Nishimatsu Construction Co 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 Nishimatsu Construction Co Ltd filed Critical Nishimatsu Construction Co Ltd
Priority to JP2002154441A priority Critical patent/JP2003342937A/en
Publication of JP2003342937A publication Critical patent/JP2003342937A/en
Pending 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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a floating wave-absorbing bank capable of improving wave-absorbing efficiency by dissipating not only waves of comparatively short period but also waves of a comparatively long period, constituting a floating body and a mooring member at a low cost in a small scale. <P>SOLUTION: In the wave-absorbing bank 10, the floating body 11 being floated from the surface of the water (a) and breaking waves in the case of small waves is moored and constituted so as to be submerged near the surface of the water (a) in the case of large waves, and a recessed section 11a shallow- water breaking waves c2 at the comparatively long period flowing in under the submerged state in the vicinity of the surface of the water (a) in the case of large waves is formed to the floating body 11. In the wave-absorbing bank 10, the upper section 11b of the recessed section 11a of the floating body 11 is floated from the surface of the water (a) and breaks waves c1 of comparatively short period in the case of small waves. In the bank 10, the whole recessed section 11a of the floating body 11 is submerged near the surface of the water (a) in large waves, and waves c2 of comparatively long period flowing in under the submerged state are broken by the recessed section 11a in shallow water. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、水面の所定位置に
設けられて波を消滅する浮消波堤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating breakwater provided at a predetermined position on the surface of water for extinguishing waves.

【0002】[0002]

【従来の技術】従来、海岸沿岸部の水面の所定位置に設
けられ、発生する波を消滅する浮消波堤が提案されてい
る。この浮消波堤は一般に、水面を浮遊可能に形成され
た浮体が係留部材によって水底に係留されて構成され
る。
2. Description of the Related Art Conventionally, there has been proposed a floating breakwater which is provided at a predetermined position on the surface of water along the coast and eliminates generated waves. This floating breakwater is generally configured by a floating body formed so that it can float on the water surface, and moored to the bottom of the water by a mooring member.

【0003】[0003]

【発明が解決しようとする課題】従来一般の矩形の浮消
波堤においては、一般に、小波浪時の比較的短周期の波
に対しては、消波効率が良いものの、大波浪時の比較的
長周期の波に対しても消波効率を向上させようとする
と、浮体をその幅を増大させて大規模に構成する必要が
あった。そして、浮体が大規模となると浮体の係留力が
大きくなるため、係留部材を太く高価に構成する必要が
あった。すなわち、小波浪時の比較的短周期の波だけで
なく、大波浪時の比較的長周期の波にも対応させる場合
には、浮体および係留部材が大規模かつ高価となってし
まうという欠点があった。
In the conventional rectangular floating wave breakwater, although the wave cancellation efficiency is generally good for waves of a relatively short period at the time of small waves, comparison with that at the time of large waves is generally made. In order to improve the wave-dissipating efficiency even for long-period waves, it was necessary to increase the width of the floating body and construct it on a large scale. Since the mooring force of the floating body increases as the size of the floating body increases, the mooring member needs to be thick and expensive. That is, in the case of dealing with not only waves having a relatively short period at the time of small waves but also waves having a relatively long period at the time of large waves, there is a drawback that the floating body and the mooring member become large-scale and expensive. there were.

【0004】上記事情に鑑みて本発明の課題は、浮体お
よび係留部材を小規模かつ安価に構成しながら、小波浪
時の比較的短周期の波だけでなく大波浪時の比較的長周
期の波を消滅させて消波効率を向上させることを可能と
する浮消波堤を提供することである。
In view of the above circumstances, an object of the present invention is to construct a floating body and a mooring member at a small scale and at a low cost, and at the same time, not only a wave having a relatively short period during a small wave but also a wave having a relatively long period during a large wave. The purpose of the present invention is to provide a floating breakwater capable of extinguishing waves and improving the efficiency of wave breaking.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、請求項1に記載の発明は、例えば図1(a)、図1
(b)に示すように、小波浪時に水面aから浮上して砕
波する浮体11を、大波浪時には水面a近傍に水没可能
に係留してなる浮消波堤10であって、前記浮体11
に、大波浪時の水面a近傍での水没状態で流入する波
(比較的長周期の波c2)を浅水崩壊させる凹状部11
aを設けたことを特徴としている。
In order to solve the above-mentioned problems, the invention described in claim 1 has, for example, FIGS.
As shown in (b), it is a floating wave breakwater 10 formed by mooring a floating body 11 that floats from the water surface a and breaks into waves during small waves so that it can be submerged near the water surface a during large waves.
In addition, the concave portion 11 that collapses the wave (wave c2 having a relatively long period) flowing in the water in the vicinity of the water surface a at the time of a large wave into shallow water.
The feature is that a is provided.

【0006】請求項1に記載の発明によれば、前記浮消
波堤は、小波浪時の比較的短周期の波に対しては、浮体
が水面から浮上して砕波する。この浮消波堤は、大波浪
時には浮体が水面近傍に水没し、この水没状態において
流入する比較的長周期の波が前記凹状部によって浅水崩
壊する。したがって、前記浮消波堤は、小波浪時の比較
的短周期の波だけでなく、大波浪時の比較的長周期の波
も消滅させることができる。そして大波浪時において
は、浮体が水没することで比較的長周期の波から受ける
抵抗が小さくなり、係留部材の係留力が低減する。すな
わち、浮体および係留部材を小規模かつ安価に構成しな
がら、小波浪時の比較的短周期の波だけでなく大波浪時
の比較的長周期の波も確実に消滅させて消波効率を向上
させることが可能となる。
According to the first aspect of the invention, in the floating breakwater, the floating body floats above the surface of the water and breaks the wave with respect to a wave having a relatively short period during small waves. In this floating breakwater, the floating body is submerged in the vicinity of the surface of the water during a large wave, and in this submerged state, waves of a relatively long period are collapsed in shallow water by the concave portion. Therefore, the floating breakwater can eliminate not only waves having a relatively short period during small waves but also waves having a relatively long period during large waves. Then, in the event of large waves, the floating body is submerged in water, so that the resistance received from a wave having a relatively long period becomes small, and the mooring force of the mooring member is reduced. In other words, while constructing the floating body and mooring members on a small scale and at low cost, it is possible to reliably eliminate not only relatively short-cycle waves during small waves but also relatively long-cycle waves during large waves to improve wave-elimination efficiency. It becomes possible.

【0007】請求項2に記載の発明は、例えば図1
(a)、図1(b)に示すように、請求項1に記載の浮
消波堤10において、前記浮体11は、波(比較的長周
期の波c2)に押されて回動移動可能に緊張係留されて
いることを特徴としている。
The invention described in claim 2 is, for example, as shown in FIG.
As shown in (a) and FIG. 1 (b), in the floating breakwater 10 according to claim 1, the floating body 11 can be rotated by being pushed by a wave (a wave c2 having a relatively long cycle). It is characterized by being moored in tension.

【0008】請求項2に記載の発明によれば、緊張係留
されている浮体が、大波浪時の比較的長周期の波に押さ
れて回動移動することで、容易かつ確実に水面近傍で水
没する。したがって、大波浪時の比較的長周期の波を容
易かつ確実に消滅させることができる。
According to the second aspect of the present invention, the tensioned mooring floating body is pushed and rotated by the wave having a relatively long period at the time of a large wave, so that the floating body can be easily and reliably brought near the water surface. Submerge. Therefore, it is possible to easily and reliably extinguish a wave having a relatively long period during a large wave.

【0009】請求項3記載の発明は、例えば図1
(a)、図1(b)に示すように、請求項2に記載の浮
消波堤10において、前記浮体11には、さらに浮力体
11dが設けられていることを特徴としている。
The invention according to claim 3 is, for example, as shown in FIG.
As shown in (a) and FIG. 1 (b), in the floating breakwater 10 according to claim 2, the floating body 11 is further provided with a buoyant body 11d.

【0010】請求項3記載の発明によれば、大波浪時に
おける水面近傍での水没状態の浮体には前記浮力体によ
って浮力が発生する。これにより、大波浪時に前記浮体
は、水面近傍に水没した状態から、前記浮力体による浮
力で水面から浮上する。そして水面から浮上した浮体は
流入する波を砕波する。ところで、水面から浮上した浮
体は、比較的長周期の波に押されて回動移動することで
再び水面近傍で水没する。すなわち、大波浪時において
浮体は、水面近傍に水没して流入する比較的長周期の波
を浅水崩壊させる状態と、水面から浮上して流入する波
を砕波する状態とを交互に繰り返す。これにより、大波
浪時の消波効率をさらに向上させることが可能となる。
According to the third aspect of the invention, buoyancy is generated by the buoyant body in the submerged floating body in the vicinity of the water surface during large waves. As a result, the floating body floats above the water surface due to the buoyancy of the buoyancy body when the floating body is submerged in the vicinity of the water surface during a large sea wave. The floating body that floats above the water surface breaks the incoming waves. By the way, the floating body floating from the water surface is submerged in the vicinity of the water surface again by being rotated by being pushed by a wave having a relatively long period. That is, during a large wave, the floating body alternately repeats a state in which a relatively long-period wave that is submerged in the vicinity of the water surface and collapses in shallow water, and a state in which the wave that floats above the water surface and breaks in is broken. As a result, it becomes possible to further improve the wave-dissipating efficiency during large waves.

【0011】[0011]

【発明の実施の形態】以下、図1(a)、図1(b)を
参照して、本発明である浮消波堤の実施の形態について
詳細に説明する。図1において符号10は浮消波堤を示
す。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a floating breakwater according to the present invention will be described below in detail with reference to FIGS. 1 (a) and 1 (b). In FIG. 1, reference numeral 10 indicates a floating breakwater.

【0012】本発明に係る浮消波堤10は、図1
(a)、図1(b)に示すように、水面aを浮遊可能な
浮体11、この浮体11を水底bに着底した錘体12a
に係留する係留部材12、浮体11に設けられる浮力体
11d等で概略構成されている。
A floating breakwater 10 according to the present invention is shown in FIG.
As shown in FIGS. 1 (a) and 1 (b), a floating body 11 capable of floating on the water surface a, and a weight body 12a having the floating body 11 attached to a water bottom b.
The mooring member 12 moored to, the buoyant body 11d provided on the floating body 11, and the like are roughly configured.

【0013】浮体11は、内部に密閉構造の空洞部を有
するようにコンクリートで形成され、図1に示すよう
に、凹状部1aを備えるように断面視略ト字型に、か
つ、数十mの長さに形成されている。
The floating body 11 is made of concrete so as to have a hollow portion having a hermetically sealed structure inside, and as shown in FIG. Is formed to the length of.

【0014】浮体11は、小波浪時においては凹状部1
aの上部1bが水面aから浮上し、下部1cが水没する
ように、水底bに着底した錘体12aに係留部材12に
よって緊張状態で係留されている。なお、係留部材12
は、ワイヤをより合わせたものであり、錘体12aはコ
ンクリート塊である。
The floating body 11 has a concave portion 1 when the wave is small.
An upper part 1b of a is floated above the water surface a, and a lower part 1c is submerged in water. The mooring member 12
Is a combination of wires, and the weight 12a is a concrete block.

【0015】浮力体11dはゴム化合物、木材、プラス
チック、あるいは空洞部を有する鋼材等で構成され、浮
体11の凹状部1aと反対側の上部に設けられている。
浮体11は、それ自体でも水面aから浮上可能である
が、浮力体11dを備えることにより水面aからの浮上
能力が向上するようになっている。
The buoyant body 11d is made of a rubber compound, wood, plastic, or steel material having a hollow portion, and is provided on the upper portion of the floating body 11 opposite to the concave portion 1a.
The floating body 11 can float from the water surface a by itself, but the floating ability from the water surface a is improved by including the buoyant body 11d.

【0016】以上のように構成される浮消波堤10の動
作を以下に説明する。
The operation of the floating breakwater 10 constructed as above will be described below.

【0017】浮体11は、小波浪時においては、凹状部
1aの上部1bが水面aから浮上するように、係留部材
12によって水底bに着底した錘体12aに緊張状態で
係留されている。これにより、小波浪時において浮体1
1は、その凹状部1aの上部1bによって比較的短周期
の波c1を砕波する。
The floating body 11 is moored by a mooring member 12 in a tensioned state to a weight body 12a bottomed on a water bottom b so that the upper portion 1b of the concave portion 1a floats above the water surface a during small waves. As a result, the floating body 1 during small waves
1 breaks the wave c1 having a relatively short period by the upper portion 1b of the concave portion 1a.

【0018】そして、波浪状態が大きくなるにつれて浮
体11は、凹状部1aの下部1cが比較的長周期の波c
2に押されることにより、係留部材12による係留点1
2bを中心として回動移動する。ところで浮体11は、
係留部材12によって緊張係留されているため、回動移
動することにより凹状部1a全体が水面a近傍に水没す
ることになる。
As the wave condition increases, the lower part 1c of the concave portion 1a of the floating body 11 has a wave c of a relatively long period.
By being pushed by 2, the mooring point 1 by the mooring member 12
It rotates about 2b. By the way, the floating body 11
Since it is tensioned and moored by the mooring member 12, the entire concave portion 1a is submerged in the vicinity of the water surface a by the rotational movement.

【0019】これにより、大波浪時には、凹状部1a全
体と水面aとの間に水面aからの距離が浅い浅水部dが
形成される。そして、この浅水部dに流入した比較的長
周期の波c2が浅水崩壊して消滅する。ここで、浅水崩
壊とは、例えば図2に示すように、深さが浅い位置に波
wが位置すると、その形状を保持不能となって崩壊する
現象である。(図2の1〜6参照)
As a result, at the time of large waves, a shallow water portion d having a small distance from the water surface a is formed between the entire concave portion 1a and the water surface a. Then, the wave c2 having a relatively long period that has flowed into the shallow water portion d collapses in the shallow water and disappears. Here, the shallow water collapse is, for example, as shown in FIG. 2, when the wave w is located at a shallow depth, the wave w cannot be retained and collapse. (See 1 to 6 in FIG. 2)

【0020】なお、凹状部1a全体が水面a近傍に水没
することで、浮体11が比較的長周期の波c2から受け
る抵抗が低減されて係留部材12の係留力が低減するよ
うになっている。
Since the entire concave portion 1a is submerged in the vicinity of the water surface a, the resistance that the floating body 11 receives from the wave c2 having a relatively long period is reduced, and the mooring force of the mooring member 12 is reduced. .

【0021】さらに、水没した状態の浮体11には、浮
力体11dによって浮力が作用する。これにより、浮体
11は凹状部1a全体が水面a近傍に水没した状態か
ら、凹状部1aの上部1bが水面aから浮上した状態と
なる。そして、水面aから浮上した凹状部1aの上部1
bによって、比較的短周期の波c1が砕波される。
Further, buoyancy acts on the floating body 11 submerged by the buoyancy body 11d. As a result, the floating body 11 changes from a state in which the entire concave portion 1a is submerged in the vicinity of the water surface a to a state in which the upper portion 1b of the concave portion 1a floats above the water surface a. And, the upper part 1 of the concave portion 1a that floats above the water surface a
The wave c1 having a relatively short period is broken by b.

【0022】ところで、水面aから浮上した凹状部1a
の上部1bは、比較的長周期の波c1に押されて回動移
動することで、再び水面a近傍に水没する。すなわち、
大波浪時において浮体11は、凹状部1a全体が水面a
近傍に水没して流入する比較的長周期の波c2を浅水崩
壊させる状態と、凹状部1aの上部1bが水面aから浮
上して流入する波を砕波する状態とを交互に繰り返す。
これにより、大波浪時の消波効率をさらに向上させるこ
とが可能となる。
By the way, the concave portion 1a that floats above the water surface a
The upper part 1b of the above is swung by being pushed by the wave c1 having a relatively long cycle, and is submerged in the vicinity of the water surface a again. That is,
In the case of large waves, the entire concave portion 1a of the floating body 11 is the water surface a
A state in which a relatively long-period wave c2 that is submerged in the vicinity and flows in is collapsed in shallow water, and a state in which the upper portion 1b of the concave portion 1a floats above the water surface a and breaks the inflowing wave are alternately repeated.
As a result, it becomes possible to further improve the wave-dissipating efficiency during large waves.

【0023】以上説明したように、本実施の形態におい
ては、以下に示す効果を得ることができる。 浮消波堤10は、小波浪時の比較的短周期の波c1に
対しては、浮体11の凹状部1aの上部1bが水面aか
ら浮上して砕波する。この浮消波堤10は、大波浪時に
は浮体11の凹状部1a全体が水面a近傍に水没し、こ
の水没状態において流入する比較的長周期の波c2が凹
状部1aによって浅水崩壊する。したがって、浮消波堤
10は、小波浪時の比較的短周期の波c1だけでなく、
大波浪時の比較的長周期の波c2も消滅させることがで
きる。そして大波浪時においては、浮体11が水没する
ことで比較的長周期の波から受ける抵抗が小さくなり、
係留部材12の係留力が低減する。すなわち、浮体11
および係留部材12を小規模かつ安価に構成しながら、
小波浪時の比較的短周期の波c1だけでなく大波浪時の
比較的長周期の波c2も確実に消滅させて消波効率を向
上させることが可能となる。
As described above, the following effects can be obtained in this embodiment. In the floating breakwater 10, the upper portion 1b of the concave portion 1a of the floating body 11 floats above the water surface a and breaks the wave c1 having a relatively short period during small waves. In the floating breakwater 10, the entire concave portion 1a of the floating body 11 is submerged in the vicinity of the water surface a during a large wave, and the relatively long-period wave c2 flowing in this submerged state is collapsed in shallow water by the concave portion 1a. Therefore, the floating breakwater 10 is not limited to the wave c1 having a relatively short period during small waves,
It is also possible to extinguish the wave c2 having a relatively long period during a large wave. Then, in the case of large waves, the floating body 11 is submerged in water, so that the resistance received from a wave having a relatively long period becomes small,
The mooring force of the mooring member 12 is reduced. That is, the floating body 11
While configuring the mooring member 12 at a small scale and at low cost,
Not only the wave c1 having a relatively short period at the time of a small wave but also the wave c2 having a relatively long period at the time of a large wave can be surely extinguished, and the wave extinction efficiency can be improved.

【0024】緊張係留されている浮体11が、大波浪
時の比較的長周期の波c2に押されて回動移動すること
で、容易かつ確実に水面a近傍で水没する。したがっ
て、大波浪時の比較的長周期の波c2を容易かつ確実に
消滅させることができる。
The tensioned mooring body 11 is pushed and rotated by the wave c2 having a relatively long period at the time of large waves, so that it is easily and reliably submerged in the vicinity of the water surface a. Therefore, it is possible to easily and surely eliminate the wave c2 having a relatively long period during a large wave.

【0025】大波浪時の水没状態の浮体11には浮力
体11dによって浮力が発生する。これにより、大波浪
時に浮体11は、凹状部1a全体が水面a近傍で水没し
た状態から、浮力体11dによる浮力で凹状部1aの上
部1bが水面aから浮上する。そして水面aから浮上し
た凹状部1aの上部1bは流入する波を砕波する。とこ
ろで、水面aから浮上した凹状部1aの上部1bは、比
較的長周期の波c2に押されて回動移動することで再び
水面a近傍で水没する。すなわち、大波浪時において浮
体11は、凹状部1a全体が水面a近傍に水没して流入
する比較的長周期の波c2を浅水崩壊させる状態と、凹
状部1aの上部1bが水面aから浮上して流入する波を
砕波する状態とを交互に繰り返す。これにより、大波浪
時の消波効率をさらに向上させることが可能となる。
Buoyancy is generated by the buoyant body 11d on the floating body 11 in the submerged state at the time of large waves. As a result, in the event of a large wave, the floating body 11 has its entire concave portion 1a submerged in the vicinity of the water surface a, and the buoyancy of the buoyant body 11d causes the upper portion 1b of the concave portion 1a to float above the water surface a. The upper portion 1b of the concave portion 1a that floats above the water surface a breaks the incoming wave. By the way, the upper portion 1b of the concave portion 1a that has floated above the water surface a is submerged in the vicinity of the water surface a again by being rotated by being pushed by the wave c2 having a relatively long period. That is, in the case of a large wave, the floating body 11 has a state in which the entire concave portion 1a is submerged in the vicinity of the water surface a to cause a relatively long-period wave c2 to collapse in shallow water, and the upper portion 1b of the concave portion 1a floats above the water surface a. And the state of breaking the inflowing wave is alternately repeated. As a result, it becomes possible to further improve the wave-dissipating efficiency during large waves.

【0026】なお、この発明は本実施の形態に限定され
るものではなく、この発明の趣旨を逸脱しない範囲で種
々の改変が可能であることは勿論である。
The present invention is not limited to the present embodiment, and it goes without saying that various modifications can be made without departing from the spirit of the present invention.

【0027】例えば、本実施の形態においては、浮体1
1は、小波浪時においては浮体11の凹状部1aの上部
1bが水面aから浮上し、大波浪時においては浮体11
の凹状部1a全体が水面a近傍に水没するように構成さ
れている。しかし、例えば、浮体11と浮力体11dの
重心位置を検討することにより、小波浪時あるいは波が
ほとんどない状態においても、浮体11の凹状部11a
全体が水没するように構成することもできる。このよう
に構成した場合、浮消波堤10の消波性能は多少低減す
るものの、この浮消波堤10を、2重に配置された小型
人工リーフと同等の消波性能を有する構造物として利用
することも可能である。
For example, in the present embodiment, the floating body 1
No. 1 is such that the upper portion 1b of the concave portion 1a of the floating body 11 floats above the water surface a in the case of small waves and the floating body 11 in the case of large waves.
The entire concave portion 1a is configured to be submerged near the water surface a. However, for example, by considering the positions of the centers of gravity of the floating body 11 and the buoyancy body 11d, the concave portion 11a of the floating body 11 can be obtained even in the case of small waves or almost no waves.
It can also be configured so that the whole is submerged. When configured in this way, although the wave breaking performance of the floating breakwater 10 is somewhat reduced, this floating breakwater 10 is used as a structure having a wave breaking performance equivalent to that of the small artificial reefs arranged in double. It is also possible to use.

【0028】[0028]

【発明の効果】請求項1記載の発明によれば、前記浮消
波堤は、小波浪時の比較的短周期の波に対しては、浮体
が水面から浮上して砕波する。この浮消波堤は、大波浪
時には浮体が水面近傍に水没し、この水没状態において
流入する比較的長周期の波が前記凹状部によって浅水崩
壊する。したがって、前記浮消波堤は、小波浪時の比較
的短周期の波だけでなく、大波浪時の比較的長周期の波
も消滅させることができる。そして大波浪時において
は、浮体が水没することで比較的長周期の波から受ける
抵抗が小さくなり、係留部材の係留力が低減する。すな
わち、浮体および係留部材を小規模かつ安価に構成しな
がら、小波浪時の比較的短周期の波だけでなく大波浪時
の比較的長周期の波も確実に消滅させて消波効率を向上
させることが可能となる。
According to the first aspect of the present invention, in the floating breakwater, the floating body floats above the water surface and breaks the wave with a relatively short period during small waves. In this floating breakwater, the floating body is submerged in the vicinity of the surface of the water during a large wave, and in this submerged state, waves of a relatively long period are collapsed in shallow water by the concave portion. Therefore, the floating breakwater can eliminate not only waves having a relatively short period during small waves but also waves having a relatively long period during large waves. Then, in the event of large waves, the floating body is submerged in water, so that the resistance received from a wave having a relatively long period becomes small, and the mooring force of the mooring member is reduced. In other words, while constructing the floating body and mooring members on a small scale and at low cost, it is possible to reliably eliminate not only relatively short-cycle waves during small waves but also relatively long-cycle waves during large waves to improve wave-elimination efficiency. It becomes possible.

【0029】請求項2に記載の発明によれば、請求項1
に記載の発明と同様の効果を得られることは勿論のこ
と、緊張係留されている浮体が、大波浪時の比較的長周
期の波に押されて回動移動することで、容易かつ確実に
水面近傍で水没する。したがって、大波浪時の比較的長
周期の波を容易かつ確実に消滅させることができる。
According to the invention described in claim 2, claim 1
Of course, the same effect as the invention described in (1) can be obtained, and the tensioned mooring floating body is pushed and rotated by the wave of a relatively long period during a large wave, so that the floating body can be easily and reliably moved. Submerged near the water surface. Therefore, it is possible to easily and reliably extinguish a wave having a relatively long period during a large wave.

【0030】請求項3に記載の発明によれば、請求項1
または2に記載の発明と同様の効果を得られることは勿
論のこと、大波浪時における水面近傍での水没状態の浮
体には前記浮力体によって浮力が発生する。これによ
り、大波浪時に前記浮体は、水面近傍に水没した状態か
ら、前記浮力体による浮力で水面から浮上する。そして
水面から浮上した浮体は流入する波を砕波する。ところ
で、水面から浮上した浮体は、比較的長周期の波に押さ
れて回動移動することで再び水面近傍で水没する。すな
わち、大波浪時において浮体は、水面近傍に水没して流
入する比較的長周期の波を浅水崩壊させる状態と、水面
から浮上して流入する波を砕波する状態とを交互に繰り
返す。これにより、大波浪時の消波効率をさらに向上さ
せることが可能となる。
According to the invention of claim 3, claim 1
Alternatively, it is of course possible to obtain the same effect as that of the invention described in item 2, and the buoyancy force is generated by the buoyancy body in the submerged floating body near the water surface during a large wave. As a result, the floating body floats above the water surface due to the buoyancy of the buoyancy body when the floating body is submerged in the vicinity of the water surface during a large sea wave. The floating body that floats above the water surface breaks the incoming waves. By the way, the floating body floating from the water surface is submerged in the vicinity of the water surface again by being rotated by being pushed by a wave having a relatively long period. That is, during a large wave, the floating body alternately repeats a state in which a relatively long-period wave that is submerged in the vicinity of the water surface and collapses in shallow water, and a state in which the wave that floats above the water surface and breaks in is broken. As a result, it becomes possible to further improve the wave-dissipating efficiency during large waves.

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

【図1】(a)は比較的短周期の波の場合における浮消
波堤を示す断面図であり、(b)は比較的長周期の波の
場合における状態を示す断面図である。
FIG. 1A is a sectional view showing a floating breakwater in the case of a wave having a relatively short period, and FIG. 1B is a sectional view showing a state in the case of a wave having a relatively long period.

【図2】波が浅水崩壊していく様子を示す模式的な断面
図である。
FIG. 2 is a schematic cross-sectional view showing how waves break down in shallow water.

【符号の説明】[Explanation of symbols]

10 浮消波堤 11 浮体 11a 凹状部 11d 浮力体 12 係留部材 a 水面 c1 比較的短周期の波 c2 比較的長周期の波 10 Floating breakwater 11 floating body 11a concave portion 11d Buoyant body 12 Mooring members a water surface c1 Wave with relatively short period c2 Wave with relatively long period

───────────────────────────────────────────────────── フロントページの続き (72)発明者 福本 正 東京都港区虎ノ門一丁目20番10号 西松建 設株式会社内 (72)発明者 西田 秀紀 東京都港区虎ノ門一丁目20番10号 西松建 設株式会社内 (72)発明者 橋本 剛 東京都港区虎ノ門一丁目20番10号 西松建 設株式会社内 Fターム(参考) 2D018 BA21    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Tadashi Fukumoto             Nishimatsuken 1-20-10 Toranomon, Minato-ku, Tokyo             Inside the corporation (72) Inventor Hidenori Nishida             Nishimatsuken 1-20-10 Toranomon, Minato-ku, Tokyo             Inside the corporation (72) Inventor Tsuyoshi Hashimoto             Nishimatsuken 1-20-10 Toranomon, Minato-ku, Tokyo             Inside the corporation F-term (reference) 2D018 BA21

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】小波浪時に水面から浮上して砕波する浮体
を、大波浪時には水面近傍に水没可能に係留してなる浮
消波堤であって、 前記浮体に、大波浪時の水面近傍での水没状態で流入す
る波を浅水崩壊させる凹状部を設けたことを特徴とする
浮消破堤。
Claims: 1. A floating breakwater in which a floating body that floats from the water surface during small waves and breaks waves is moored so that it can be submerged near the water surface during large waves, and the floating body is provided near the water surface during large waves. Floating breakwater, which is provided with a concave portion that collapses the waves that flow in underwater in shallow water.
【請求項2】請求項1に記載の浮消波堤において、 前記浮体は、波に押されて回動移動可能に緊張係留され
ていることを特徴とする浮消波堤。
2. The floating breakwater according to claim 1, wherein the floating body is tensioned so as to be pivotally movable by being pushed by a wave.
【請求項3】請求項1または2に記載の浮消波堤におい
て、 前記浮体には、さらに浮力体が設けられていることを特
徴とする浮消波堤。
3. The floating breakwater according to claim 1, wherein the floating body is further provided with a buoyancy body.
JP2002154441A 2002-05-28 2002-05-28 Floating wave-absorbing bank Pending JP2003342937A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002154441A JP2003342937A (en) 2002-05-28 2002-05-28 Floating wave-absorbing bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002154441A JP2003342937A (en) 2002-05-28 2002-05-28 Floating wave-absorbing bank

Publications (1)

Publication Number Publication Date
JP2003342937A true JP2003342937A (en) 2003-12-03

Family

ID=29771248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002154441A Pending JP2003342937A (en) 2002-05-28 2002-05-28 Floating wave-absorbing bank

Country Status (1)

Country Link
JP (1) JP2003342937A (en)

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