JPH047404A - Wave dissipation device - Google Patents

Wave dissipation device

Info

Publication number
JPH047404A
JPH047404A JP2108786A JP10878690A JPH047404A JP H047404 A JPH047404 A JP H047404A JP 2108786 A JP2108786 A JP 2108786A JP 10878690 A JP10878690 A JP 10878690A JP H047404 A JPH047404 A JP H047404A
Authority
JP
Japan
Prior art keywords
pontoon
wave
waves
water surface
incident
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
Application number
JP2108786A
Other languages
Japanese (ja)
Other versions
JPH0823131B2 (en
Inventor
Masakazu Oki
沖 政和
Takeshi Ijima
井島 武士
Katsuhiko Kurata
倉田 克彦
Hisatoshi Michihashi
道端 久敏
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.)
WAKACHIKU KENSETSU KK
Toa Corp
Toray Engineering Co Ltd
Hazama Ando Corp
Original Assignee
WAKACHIKU KENSETSU KK
Hazama Gumi Ltd
Toa Corp
Toyo 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 WAKACHIKU KENSETSU KK, Hazama Gumi Ltd, Toa Corp, Toyo Construction Co Ltd filed Critical WAKACHIKU KENSETSU KK
Priority to JP2108786A priority Critical patent/JPH0823131B2/en
Publication of JPH047404A publication Critical patent/JPH047404A/en
Publication of JPH0823131B2 publication Critical patent/JPH0823131B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

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  • Revetment (AREA)

Abstract

PURPOSE:To offset incident waves by transmitted waves so as to make water surface smoother by installing a pontoon and fixing the lower section at one end of the pontoon to a post by means of a hinge structure and the lower section of the other end to another post by means of a spring device having an appropriate spring constant. CONSTITUTION:The lower section of one end of a pontoon 1 is fixed to a post 5 by means of a hinge structure 3 and the lower section of the other end is fixed to another post 5 by means of a spring device 4 having an appropriate spring constant and the entire body of the pontoon 1 is positioned underwater at a prescribed depth from water surface 7 by using a concrete block 6. The pontoon 1 receives a water pressure which varies depending upon the advance of waves and starts to make rotating motions around the hinge section. As a result, the pontoon 1 offsets incident waves by transmitted waves by producing radiated waves having a phase which is different from that of the incident waves and breaks incident waves on the pontoon 1. Accordingly, the water surface becomes smoother. Therefore, the wave dissipation action of this pontoon 1 becomes more effective than that exerted by a fixed pontoon.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は波のエネルギーを反射や砕波によるエネルギー
の消散によって消滅させる消波装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a wave dissipating device that eliminates wave energy by dissipating the energy by reflection or wave breaking.

〈従来の技術〉 従来から安全な港湾水域を確保するのに種々の消波装置
が提案されている。これらは、一般に海底に構造物や障
害物を固定または積み重ねた防波構造物(防波堤)で、
一般に消波効果は大きいが海水交換機能が悪く、水深が
大きくなるにつれて建設費が増大するという欠点を持っ
ている。その欠点を補う簡易な消波装置が種々提案され
ており、その−例を第7図に示す。この消波装置りは、
海底8に固定した両端部の支持柱9上に、ポンツーン1
を水面7下に固定する構造となっており1、この装置り
の消波作用は、水没したポンツーン1上で水深が急激に
浅くなったことにより生じる砕波で波エネルギーを消散
させ、消波するものである。
<Prior Art> Various wave dissipating devices have been proposed to ensure safe harbor waters. These are generally breakwater structures (breakwaters) in which structures and obstacles are fixed or stacked on the seabed.
In general, they have a large wave-dissipating effect, but have a disadvantage in that they have a poor seawater exchange function, and construction costs increase as the water depth increases. Various simple wave canceling devices have been proposed to compensate for this drawback, examples of which are shown in FIG. This wave dissipating device is
The pontoon 1 is mounted on support columns 9 at both ends fixed to the seabed 8.
The structure is such that the pontoon 1 is fixed below the water surface 7, and the wave-dissipating action of this device is to dissipate wave energy by breaking waves caused by the sudden shallowing of the water above the submerged pontoon 1. It is something.

〈発明が解決しようとする課題〉 しかし前述の固定ポンツーンの場合、砕波により消波を
行おうとするため、所定の消波効果を得るためには、前
記ポンツーンを水面近くに設置する必要があり、しかも
堤体幅も大きくする必要がある。そのためポンツーンに
は多大な波力が作用し、これに耐えうる構造物とするに
は、大断面の構造物となるため建設費が増大し、経済性
に問題があった。
<Problems to be Solved by the Invention> However, in the case of the above-mentioned fixed pontoon, waves are dissipated by breaking waves, so in order to obtain the desired wave dissipating effect, the pontoon needs to be installed near the water surface. Furthermore, the width of the embankment body also needs to be increased. As a result, a large amount of wave force acts on the pontoon, and in order to create a structure that can withstand this wave force, the structure must have a large cross section, which increases construction costs and poses an economic problem.

本発明は上記問題点を解決すべくなされたものであり、
構造物全体の形状及び構成を簡易にすることにより、建
設コストを低減し、しかも優れた消波機能を発揮する消
波装置を提供することを目的とする。
The present invention has been made to solve the above problems,
It is an object of the present invention to provide a wave dissipating device that reduces construction costs by simplifying the shape and configuration of the entire structure and exhibits an excellent wave dissipating function.

〈課題を解決するための手段〉 本発明は上記目的に鑑みてなされたものであり、その要
旨は、水面下に配し、不透過または複数の開口部を有す
るポンツーンと、該ポンツーンを海底に支持固定する支
持部と、前記ポンツーンと前記支持部との間に介在し、
水面の上下動に応答して前記ポンツーンを前記支持部に
対して回動させるヒンジ部と、前記ポンツーンを定位置
に戻すためのばね手段とからなる消波装置にある。
<Means for Solving the Problems> The present invention has been made in view of the above object, and its gist is to provide a pontoon that is placed below the water surface and has an impermeable opening or a plurality of openings, and a pontoon that is placed under the seabed. a support part for supporting and fixing, interposed between the pontoon and the support part,
The wave dissipating device includes a hinge portion for rotating the pontoon relative to the support portion in response to vertical movement of the water surface, and a spring means for returning the pontoon to a normal position.

また、前記ポンツーンの一端には前記ヒンジ部を介して
前記支持部を設け、他端には前記ばね手段を介して前記
支持部を設けることもできる。
Further, the support portion may be provided at one end of the pontoon via the hinge portion, and the support portion may be provided at the other end via the spring means.

さらに、前記ポンツーンの中央部には前記ヒンジ部を介
して支持部を設け、また入射波の進行方向に対するポン
ツーンの前端部及び後端部にはそれぞれ前記ばね手段を
介して前記支持部を設けても良い。
Further, a support portion is provided at the center of the pontoon via the hinge portion, and the support portions are provided via the spring means at the front and rear ends of the pontoon with respect to the traveling direction of the incident wave. Also good.

さらにまた、前記ポンツーンには入射波の進行方向に対
する前部と後部とに2分する中折れ機構を設け、前記前
端部及び後端部には、それぞれ前記ヒンジ部を介して前
記支持部を設けると伴に、前記前部と後部とを連結する
前記ばね手段を設けることも可能である。
Furthermore, the pontoon is provided with a bending mechanism that divides the pontoon into two parts, a front part and a rear part with respect to the traveling direction of the incident wave, and the support part is provided at the front end part and the rear end part, respectively, via the hinge part. At the same time, it is also possible to provide the spring means for connecting the front part and the rear part.

〈作用〉 本発明に係る消波装置において、水面下に配した前記ポ
ンツーンは、水面の上下動、即ち、波の進行に伴って変
化する水圧(鉛直力)を受け、前記ヒンジ部を支点とし
て回動運動を始める。この回動運動により、入射波と位
相の異なる放射波を発生して、入射波及び透過波を相殺
すると共に、前記ポンツーン上では、入射波の砕波を行
い、水面を平滑化するように作用する。
<Function> In the wave dissipating device according to the present invention, the pontoon disposed below the water surface receives water pressure (vertical force) that changes with the vertical movement of the water surface, that is, the progression of waves, and uses the hinge portion as a fulcrum. Begin rotational movement. Due to this rotational movement, a radiation wave having a phase different from that of the incident wave is generated to cancel the incident wave and the transmitted wave, and on the pontoon, the incident wave is broken and acts to smooth the water surface. .

〈実施例〉 本発明に係る消波装置Aを第1図〜第3図に基づいて説
明する。
<Example> A wave dissipating device A according to the present invention will be explained based on FIGS. 1 to 3.

図において、箱型をなすポンツーン1は、上面から下面
に亘って貫通する多数の開口部2を有し、海水に対して
比重が等しいかまたは小さい材質で形成するか、内部に
気体を注入するか等、公知の方法により適当な浮力が与
えられている。また、ポンツーン1の一端の下部には、
ヒンジ構造部3を介して支持部としての杭5に固定して
おり、ポンツーン1の他端の下部には、適当なばね定数
を持ったばね装置4を介して杭5を固定している。
In the figure, a box-shaped pontoon 1 has a large number of openings 2 penetrating from the upper surface to the lower surface, and is made of a material with a specific gravity equal to or lower than that of seawater, or is made of a material in which gas is injected into the inside. Appropriate buoyancy is provided by known methods. Also, at the bottom of one end of pontoon 1,
It is fixed to a stake 5 as a support section via a hinge structure 3, and the stake 5 is fixed to the lower part of the other end of the pontoon 1 via a spring device 4 having an appropriate spring constant.

このポンツーン1は、全体が水面7から所定深さの水中
に位置するように、コンクリートブロック6によって海
底8に設置している。
This pontoon 1 is installed on the seabed 8 using concrete blocks 6 so that the entire pontoon 1 is located underwater at a predetermined depth from the water surface 7.

前記ポンツーン1の余剰浮力は、静止状態において引張
コイルバネを適度に伸長した状態(圧縮コイルバネを用
いれば適度に縮んだ状態)に保ち、入射波10によるポ
ンツーン1の回動運動を助長する働きを持つと同時に、
ポンツーン1を押し下げる力に対する復元力としても作
用する。
The surplus buoyancy of the pontoon 1 has the function of keeping the tension coil spring in an appropriately expanded state (if a compression coil spring is used, in an appropriately compressed state) in a stationary state, and promoting the rotational movement of the pontoon 1 due to the incident wave 10. At the same time,
It also acts as a restoring force against the force pushing down the pontoon 1.

ばね装置4は、ポンツーン1を押し上げる力に対する復
元力として作用すると共に、衝撃力緩和効果を奏するも
のである。
The spring device 4 acts as a restoring force against the force pushing up the pontoon 1, and also has the effect of mitigating the impact force.

ポンツーン1の開口部2は、ポンツーン1の回動運動に
より発生する開口部周辺に生じる渦による波エネルギー
の損失や鉛直力の軽減に寄与するものである。
The opening 2 of the pontoon 1 contributes to reducing wave energy loss and vertical force due to vortices generated around the opening due to the rotational movement of the pontoon 1.

次に消波装置Aの消波動作について、前記第7図に示し
た従来の消波装置りと一部対比しながら説明する。
Next, the wave-dissipating operation of the wave-dissipating device A will be explained while partially comparing it with the conventional wave-dissipating device shown in FIG. 7.

まず、ポンツーン1と支持柱9とを直接固定している従
来の消波装置りは、入射波10を受けてもポンツーン1
は回動せず、反射、砕波、波の分裂(長波長から短波長
への変換)などで、透過波11の振幅を抑制するもので
ある。一方、消波装置Aは、ヒンジ構造部3とばね装置
4とを介装しており、ポンツーン1は、入射波10を受
けるとヒンジ構造部3を支点として回動運動を起こす。
First, in the conventional wave absorbing device in which the pontoon 1 and the support column 9 are directly fixed, even if the pontoon 1 receives the incident wave 10, the pontoon 1
does not rotate, but suppresses the amplitude of the transmitted wave 11 by reflection, wave breaking, wave splitting (conversion from long wavelength to short wavelength), etc. On the other hand, the wave dissipating device A includes a hinge structure 3 and a spring device 4, and when the pontoon 1 receives the incident wave 10, it rotates about the hinge structure 3 as a fulcrum.

即ち、ポンツーン1の上に入射波10の峰が来たときに
は、水圧(鉛直力)により、ポンツーン1全体が沈もう
とするが、ヒンジ構造部側の端部は上下動が拘束されて
いるため、反対側のばね装置4が収縮することによりポ
ンツーン1が沈み込む(第2a図)。次に、ポンツーン
1上に入射波10の谷が来たときには、水圧が低くなる
ためポンツーン1全体は、その余剰浮力による復元力で
浮き上がろうとするが、ヒンジ構造部側の端部は上下動
が拘束されているため、反対側のばね装置4が伸長する
ことにより、ポンツーン1が浮上する(第2b図)。波
の進行に伴って上記各動作が交互に起こる。ため、ポン
ツーン1はヒンジ構造部3を支点とした回動運動を行い
、この運動によって放射波12が発生する。この放射波
12は、入射波10や透過波11と位相が異なるため、
互いに相殺し合い、透過波11の振幅が低減する(第3
図)。
In other words, when the peak of the incident wave 10 reaches the top of the pontoon 1, the entire pontoon 1 tries to sink due to water pressure (vertical force), but the end on the hinge structure side is restrained from vertical movement. , the pontoon 1 sinks due to the contraction of the opposite spring device 4 (FIG. 2a). Next, when the trough of the incident wave 10 reaches the top of the pontoon 1, the water pressure becomes low, so the entire pontoon 1 tries to float due to the restoring force due to its excess buoyancy, but the end on the hinge structure side Since the movement is restricted, the opposite spring device 4 expands, causing the pontoon 1 to float (FIG. 2b). Each of the above operations occurs alternately as the wave progresses. Therefore, the pontoon 1 performs a rotational movement using the hinge structure 3 as a fulcrum, and this movement generates a radiation wave 12. Since this radiation wave 12 has a different phase from the incident wave 10 and the transmitted wave 11,
They cancel each other out, and the amplitude of the transmitted wave 11 is reduced (third
figure).

この実施例では、ポンツーン1には一定開口率の開口部
2を多数設けており、この開口部2が上下することによ
り開口部周辺に渦を発生させ、入射波10のエネルギー
を損失させることができる。
In this embodiment, the pontoon 1 is provided with a large number of openings 2 having a constant aperture ratio, and by moving the openings 2 up and down, it is possible to generate a vortex around the openings and cause energy loss of the incident wave 10. can.

また、この開口部2は鉛直力の低減にも寄与する。This opening 2 also contributes to reducing vertical force.

なお、消波装置Aは、第1図で示した波の入射方向が反
対であっても、ポンツーン1は上記と同様の動きを行い
、同様の消波効果が期待できる。
In the wave-dissipating device A, even if the incident direction of the waves shown in FIG. 1 is opposite, the pontoon 1 moves in the same manner as described above, and the same wave-dissipating effect can be expected.

さらに消波装置Aは第4a図に示すように、ヒンジ構造
部3を支点としてポンツーン1を水面側に所定角θ°傾
斜させて配置することもできる。
Furthermore, as shown in FIG. 4a, the wave dissipating device A can be arranged such that the pontoon 1 is inclined at a predetermined angle θ° toward the water surface using the hinge structure 3 as a fulcrum.

この場合も入射波10を受けるとポンツーン1はヒンジ
構造部3を支点として回動運動を行い、この運動によっ
て放射波12が発生し、透過波11と互いに相殺し合い
、透過波11の振幅を低減させる。また、ポンツーン1
上を前記入射波10が進行するに連れて水深が次第に浅
くなるが、前記ポンツーン1は、この水深が浅くなるこ
とによる砕波作用によっても波エネルギーを消散するも
のである。
In this case as well, when receiving the incident wave 10, the pontoon 1 performs a rotational movement using the hinge structure 3 as a fulcrum, and this movement generates a radiation wave 12, which cancels out the transmitted wave 11 and reduces the amplitude of the transmitted wave 11. let Also, pontoon 1
As the incident wave 10 advances above the pontoon, the water depth becomes gradually shallower, and the pontoon 1 also dissipates wave energy by the wave breaking action caused by the shallower water depth.

また第4b図に示すようにポンツーン1を同様に傾斜さ
せた状態で、波の進行方向の前端部にヒンジ構造部3を
、後端部にばね装置4を設けた構造とすることもできる
。この場合も前記第4a図に示す消波装置と同様の動き
を行い、同様の消波効果を発揮する。
Alternatively, as shown in FIG. 4b, the pontoon 1 may be tilted in the same manner, and the hinge structure 3 may be provided at the front end in the direction of wave propagation, and the spring device 4 may be provided at the rear end. In this case as well, the wave-dissipating device operates in the same way as the wave-dissipating device shown in FIG. 4a, and exhibits the same wave-dissipating effect.

また、他の実施例を第5図に示す。消波装置Bは、ポン
ツーン1の中央下部にヒンジ構造部3を設けており、ポ
ンツーン1の波の進行方向に対する前端・後端下部にそ
れぞればね装置4を配設する構成となっている。この消
波装置Bにおけるポンツーン1は、波の進行に伴い、ヒ
ンジ構造部3を支点とした回動運動を行って放射波12
を発生させ、前述したように透過波11の振幅を低減さ
せる。
Further, another embodiment is shown in FIG. The wave dissipating device B is configured such that a hinge structure 3 is provided at the lower center of the pontoon 1, and spring devices 4 are provided at the lower portions of the front and rear ends of the pontoon 1 in the wave traveling direction. The pontoon 1 in this wave dissipating device B performs a rotational movement with the hinge structure 3 as a fulcrum as the wave advances, and the radiated wave 12
is generated, and the amplitude of the transmitted wave 11 is reduced as described above.

さらに他の実施例を第6a図に示す。消波装置Cのポン
ツーン1は、入射波の進行方向の前端部1aと後端部1
1bとに2分されており、それぞれヒンジ構造部3cに
より連結している。また、ポンツーン1の上面と下面に
は、ポンツーン1の前端側1aと後端側1bとを連結す
るばね装置4a、4bをそれぞれ設けている。ポンツー
ン1の比重をほぼ1に設定すると、静水中において消波
装置Cのポンツーン1はほぼ水平状態になる。
Yet another embodiment is shown in FIG. 6a. The pontoon 1 of the wave absorber C has a front end 1a and a rear end 1 in the direction of propagation of the incident wave.
1b, and each is connected by a hinge structure 3c. Further, spring devices 4a and 4b are provided on the upper and lower surfaces of the pontoon 1, respectively, to connect the front end side 1a and the rear end side 1b of the pontoon 1. When the specific gravity of the pontoon 1 is set to approximately 1, the pontoon 1 of the wave dissipating device C becomes approximately horizontal in still water.

波の進行により、入射波10の峰がポンツーン1上の真
上に来た場合、ポンツーン1は中央のヒンジ構造部3c
を中心に沈み込み、このとき、ポンツーン1の上面に取
付けたばね装置4aは収縮し、ポンツーン1の下面に取
付けたばね装置4bは伸長する。また、人、耐波1oの
谷がポンツーン1の真上に来た場合には、ばね装置4a
、4bがそれぞれ復元力となり、中央部のヒンジ構造部
3cは、上方に押し上げられる(第6b図で示す破線の
状態)。波の進行に伴い、この動作が繰り返されること
により、消波装置Aで述べた放射波12が発生し、透過
波11の振幅を低減させるものである。
When the peak of the incident wave 10 comes directly above the pontoon 1 due to the progression of the wave, the pontoon 1 moves to the central hinge structure 3c.
At this time, the spring device 4a attached to the upper surface of the pontoon 1 contracts, and the spring device 4b attached to the lower surface of the pontoon 1 expands. In addition, if the valley of the wave resistance 1o comes directly above the pontoon 1, the spring device 4a
, 4b serve as restoring forces, and the central hinge structure 3c is pushed upward (the state shown by the broken line in FIG. 6b). By repeating this operation as the wave advances, the radiation wave 12 described in the wave canceling device A is generated, and the amplitude of the transmitted wave 11 is reduced.

前述した実施例で示した消波装置B及びCのポンツーン
1には開口部2を設けていない例を示したが、勿論設け
ることも可能であり、この開口部2が上下することによ
り開口部2の周辺に渦を発生させ、入射波10のエネル
ギーを損失させることができるのは前述した通りである
Although the pontoons 1 of the wave breakers B and C shown in the above-mentioned embodiments are not provided with the openings 2, it is of course possible to provide them, and the openings 2 can be moved up and down. As described above, the energy of the incident wave 10 can be lost by generating a vortex around the wave 2.

また、前記各消波装置A、B、Cの説明で図示した波の
進行方向(順方向)と逆方向であっても各ポンツーン1
は順方向の場合と同様の動きを行い、同様の消波効果を
発揮する。
Furthermore, each pontoon 1
moves in the same way as in the forward direction, and exhibits the same wave-dissipating effect.

さらに、本実施例で示したポンツーン1を海底に対して
支持固定する支持部として杭5を例示したが、この他に
も係留索等、ポンツーンを海底に対して係留でき得るも
のであれば何ら限定するものではない。
Further, although the piles 5 are used as an example of a support part for supporting and fixing the pontoon 1 to the seabed in this embodiment, any other material such as a mooring cable can be used as long as it can moor the pontoon to the seabed. It is not limited.

〈効果〉 本発明に係る消波装置は、不透明または複数の開口部を
有するポンツーンと、該ポンツーンを海底に支持固定す
る支持部と、前記ポンツーンを前記支持部に対して回動
させ得るヒンジ部と、前記ポンツーンを定位置に戻すた
めのばね手段とで構成するので、入射波の進行に伴う水
面の上下動に伴う水圧の変化により、ヒンジ部を支点と
して前記ポンツーンを回動させることにより、前記透過
波と位相の異なる放射波を発生させ、前記入射波及び透
過波を相殺するので、従来のように固定したポンツーン
を採用した場合よりも効率的に消波作用を行うことがで
きる。
<Effects> The wave dissipating device according to the present invention includes a pontoon that is opaque or has a plurality of openings, a support section that supports and fixes the pontoon to the seabed, and a hinge section that can rotate the pontoon with respect to the support section. and a spring means for returning the pontoon to its home position, so that the pontoon can be rotated about the hinge part as a fulcrum due to changes in water pressure due to vertical movement of the water surface as the incident wave advances. Since a radiated wave having a phase different from the transmitted wave is generated to cancel the incident wave and the transmitted wave, the wave canceling effect can be performed more efficiently than when a fixed pontoon is used as in the past.

また、ばね手段を採用したので、暴風時等において、ポ
ンツーンを支持固定する支持部に加わる大きな衝撃力が
働くのを回避することもできる。
Further, since the spring means is employed, it is possible to avoid a large impact force being applied to the support portion that supports and fixes the pontoon in the event of a strong wind or the like.

さらにまた、構造物全体として形状及び構成が簡易であ
るため、建設コストを低減でき、極めて実用性の高い消
波装置を提供することができる。
Furthermore, since the structure as a whole is simple in shape and configuration, construction costs can be reduced and a highly practical wave dissipating device can be provided.

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

第1図は本発明に係る消波装置Aを示す側面図、第2a
、2b図は、前記消波装置Aの消波動作を説明する側面
図、第3図は消波装置Aによって発生する放射波によっ
て入射波・透過波を相殺するメカニズムを示す概略概念
図、第4a、4b図は前記消波装置Aの他の実施例を示
す側面図、第5a、5b図は本発明に係る他の消波装置
Bを示す側面図、第6a、6b図は本発明に係るさらに
他の消波装置Cを示す側面図、第7図は従来の消波装置
りを示す側面図である。 1・・ポンツーン、2・・開口部、3・・ヒンジ構造部
、4・・ばね装置、5・・杭(支持部)。 株式会社 間 組 東洋建設株式会社 若築建設株式会社 井   島   武   士 酒   井 兼   坂 兼   坂
FIG. 1 is a side view showing a wave dissipating device A according to the present invention, and FIG.
, 2b is a side view illustrating the wave-dissipating operation of the wave-dissipating device A, and FIG. 3 is a schematic conceptual diagram showing a mechanism for canceling incident waves and transmitted waves by radiation waves generated by the wave-dissipating device A. Figures 4a and 4b are side views showing another embodiment of the wave absorbing device A, Figures 5a and 5b are side views showing another wave absorbing device B according to the present invention, and Figures 6a and 6b are side views showing another embodiment of the wave absorbing device A. FIG. 7 is a side view showing still another wave-dissipating device C, and FIG. 7 is a side view showing a conventional wave-dissipating device. 1. Pontoon, 2. Opening, 3. Hinge structure, 4. Spring device, 5. Pile (supporting portion). Ma Gumi Co., Ltd. Toyo Construction Co., Ltd. Wakachiku Construction Co., Ltd. Ijima Takeshizake Ikane Sakakane Saka

Claims (1)

【特許請求の範囲】 1)水面下に配し、不透過または複数の開口部を有する
ポンツーンと、該ポンツーンを海底に支持固定する支持
部と、前記ポンツーンと前記支持部との間に介在し、水
面の上下動に応答して前記ポンツーンを前記支持部に対
して回動させるヒンジ部と、前記ポンツーンを定位置に
戻すためのばね手段とからなる消波装置。 2)前記ポンツーンの一端には前記ヒンジ部を、他端に
は前記ばね手段を設けてなる請求項1記載の消波装置。 3)前記ポンツーンの中央部には前記ヒンジ部を介して
支持部を設け、また入射波の進行方向に対するポンツー
ンの前端部及び後端部にはそれぞれ前記ばね手段を介し
て前記支持部を設けてなる請求項1記載の消波装置。 4)前記ポンツーンには入射波の進行方向に対する前部
と後部とに2分する中折れ機構を設け、前記前端部及び
後端部には、それぞれ前記ヒンジ部を介して前記支持部
を設けると伴に、前記前部と後部とを連結する前記ばね
手段を設けることを特徴とする請求項1記載の消波装置
[Scope of Claims] 1) A pontoon that is disposed below the water surface and is impermeable or has a plurality of openings, a support part that supports and fixes the pontoon to the seabed, and a pontoon that is interposed between the pontoon and the support part. A wave dissipating device comprising: a hinge portion for rotating the pontoon relative to the support portion in response to vertical movement of the water surface; and spring means for returning the pontoon to a home position. 2) The wave dissipating device according to claim 1, wherein the hinge portion is provided at one end of the pontoon, and the spring means is provided at the other end. 3) A support section is provided at the center of the pontoon via the hinge section, and the support sections are provided at the front and rear ends of the pontoon with respect to the traveling direction of the incident wave via the spring means, respectively. The wave dissipating device according to claim 1. 4) The pontoon is provided with a center bending mechanism that divides the pontoon into two parts, a front part and a rear part with respect to the traveling direction of the incident wave, and the support part is provided at the front end part and the rear end part, respectively, via the hinge part. 2. The wave dissipating device according to claim 1, further comprising the spring means for connecting the front part and the rear part.
JP2108786A 1990-04-26 1990-04-26 Wave breaker Expired - Fee Related JPH0823131B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2108786A JPH0823131B2 (en) 1990-04-26 1990-04-26 Wave breaker

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2108786A JPH0823131B2 (en) 1990-04-26 1990-04-26 Wave breaker

Publications (2)

Publication Number Publication Date
JPH047404A true JPH047404A (en) 1992-01-10
JPH0823131B2 JPH0823131B2 (en) 1996-03-06

Family

ID=14493448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2108786A Expired - Fee Related JPH0823131B2 (en) 1990-04-26 1990-04-26 Wave breaker

Country Status (1)

Country Link
JP (1) JPH0823131B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115928651A (en) * 2023-01-03 2023-04-07 广东海洋大学 Wave absorbing device applied to ocean engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115928651A (en) * 2023-01-03 2023-04-07 广东海洋大学 Wave absorbing device applied to ocean engineering
CN115928651B (en) * 2023-01-03 2024-04-09 广东海洋大学 Wave-absorbing device applied to ocean engineering

Also Published As

Publication number Publication date
JPH0823131B2 (en) 1996-03-06

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