JPH06108431A - Floating wave dissipation levee - Google Patents

Floating wave dissipation levee

Info

Publication number
JPH06108431A
JPH06108431A JP4255202A JP25520292A JPH06108431A JP H06108431 A JPH06108431 A JP H06108431A JP 4255202 A JP4255202 A JP 4255202A JP 25520292 A JP25520292 A JP 25520292A JP H06108431 A JPH06108431 A JP H06108431A
Authority
JP
Japan
Prior art keywords
wave
breakwater
main body
wave dissipation
levee
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
JP4255202A
Other languages
Japanese (ja)
Inventor
Yukiaki Nekado
幸明 根角
Seishirou Miyake
成司郎 三宅
Takashi Fujita
孝 藤田
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen 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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP4255202A priority Critical patent/JPH06108431A/en
Publication of JPH06108431A publication Critical patent/JPH06108431A/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

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE:To make it possible to moor a floating wave dissipation levee so that it is not in the way of navigation of a ship and, at the same time, to enable the dissipation of short and long wavelength waves effectively and to make a large-sized wave dissipation levee body unnecessary without generating excessive mooring force even in the narrow surface of water. CONSTITUTION:Three bottomless tanks 1b, 1c and 1d are formed inside a wave dissipation levee body 1 along the forward direction A of waves and, at the same time, the wave dissipation levee body 1 is moored to a dolphin 2 through buffer members 2c so that it is capable of rising and falling in the floating wave dissipation levee formed by connecting the upper parts of both side bottomless tanks 1b and 1d to each other through air ducts 4. Wave dissipation boards 3 and 3 having a large number of slits 7 are vertically provided to both sides of the wave dissipation levee body 1.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、水面上の所定位置に係
留されて、波のエネルギーを消散させるようにした浮消
波堤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating breakwater moored at a predetermined position on the water surface to dissipate the energy of waves.

【0002】[0002]

【従来の技術】従来、この種の浮消波堤は、内部に波の
進行方向に沿って3つの底なしタンクが形成されると共
に、その両舷底なしタンクの上部が空気ダクトを介して
互いに連通された消波堤本体を有し、該消波堤本体はチ
ェーンにより水面上の所定位置に係留されており、上記
両舷底なしタンク内の水面が互いに反対称に動くことに
より、波のエネルギーを消散させて、消波するようにな
っている。
2. Description of the Related Art Conventionally, in this type of floating breakwater, three bottomless tanks are formed inside along the traveling direction of the waves, and the upper portions of both portless bottomless tanks communicate with each other through air ducts. The main body of the breakwater is moored at a predetermined position on the water surface by a chain, and the water surfaces in the tanks without the bottoms of the ports move antisymmetrically to each other, so that the energy of the wave is It is designed to dissipate and then dissipate.

【0003】[0003]

【発明が解決しようとする課題】上記従来の浮消波堤で
は、消波堤本体がチェーンにより係留されており、これ
によると、水深が深い場合でも容易に係留できるが、チ
ェーンが船舶の航行の障害となるため、狭隘水面には係
留できないという欠点がある。
In the above conventional floating breakwater, the main body of the breakwater is moored by the chain. According to this, the chain can be easily moored even when the water depth is deep, but the chain can be used for navigation of ships. However, it has the disadvantage that it cannot be moored on a narrow water surface.

【0004】また、短波長の波は、上記両舷底なしタン
クの消波作用で効果的に消すことができるが、長波長の
波は、その波に消波堤本体が乗るため、消波し難いとい
う難点がある。そこで、前記消波堤本体の喫水を深くす
ることが考えられるが、これによると、長波長の波を消
すことができるが、チェーンに過大な係留張力がかかる
ため、そのチェーンとして強度大なるものを用いる必要
があると共に、消波堤本体が大型化し、建造費が高くな
る。また、短波長の波を消すことが困難になるという欠
点が生じる。
Further, short-wave waves can be effectively eliminated by the wave-eliminating action of the above-mentioned portless bottom tanks, but long-wave waves are eliminated because the main body of the wave breaker rides on the waves. There is a difficulty that it is difficult. Therefore, it is conceivable to deepen the draft of the main body of the breakwater. According to this, it is possible to cancel long-wave waves, but since the chain is subjected to excessive mooring tension, the chain will be strong. It is necessary to use, and the breakwater main body becomes large, and the construction cost becomes high. In addition, there is a drawback that it becomes difficult to eliminate a short wavelength wave.

【0005】本発明は上記問題点に鑑み、狭隘水面でも
船舶の障害とならないように係留することができると共
に、短波長及び長波長の波を効果的に消すことができ、
しかも、過大な係留力を発生させず、消波堤本体を大型
化させる必要がない浮消波堤を提供することを目的とし
ている。
In view of the above problems, the present invention is capable of mooring so as not to hinder the ship even on a narrow water surface, and can effectively eliminate short-wave and long-wave waves.
Moreover, it is an object of the present invention to provide a floating breakwater that does not generate an excessive mooring force and does not need to upsize the breakwater main body.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、消波堤本体の内部に波の進行方向に沿っ
て3つの底なしタンクを形成すると共に、その両舷底な
しタンクの上部を空気ダクトを介して互いに連通させて
なる浮消波堤において、前記消波堤本体は、その両端部
に形成した凹部をドルフィンに緩衝部材を介して昇降自
在に嵌合させることにより、所定水面に係留され、消波
堤本体の両舷側の両方またはその一方に、多数のスリッ
トを貫設した消波板を垂設したことを特徴とする。
In order to achieve the above object, the present invention forms three bottomless tanks inside the main body of a breakwater along the traveling direction of a wave, and at the same time, at the upper part of the bottomless tanks on both sides. In a floating breakwater in which the above are communicated with each other via an air duct, the breakwater main body has a predetermined water surface by fitting recesses formed at both ends of the breakwater body into a dolphin via a cushioning member so that the breakwater can move up and down. It is characterized in that a wave-breaking plate having a large number of slits penetrating is hung vertically on both sides or one of both sides of the body of the breakwater.

【0007】[0007]

【作用】上記構成によれば、波が入射してきたとき、そ
の入射波の一部が消波堤本体の舷側外板に当たって反射
波となり、その残りの波は消波板のスリットを透過し
て、透過波となり、この透過波のうち、長波長の波は、
主としてスリットで攪乱されてエネルギーを消散し、短
波長の波は、消波堤本体の各タンク中の水面を上下動さ
せ、これによって、両舷底なしタンクでは、空気ダクト
のダンピングでエネルギーを消散しながら、反対称の発
散波となり、中央底なしタンクでは、透過波と対称の発
散波となり、これら各発散波が互いに干渉し攪乱されて
エネルギーを消散するものであって、これにより、透過
波の波高を減少させることができる。
According to the above construction, when a wave is incident, a part of the incident wave hits the side plate of the breakwater main body and becomes a reflected wave, and the remaining wave passes through the slit of the breakwater plate. , Of the transmitted waves, the long wavelength wave is
The energy is dissipated mainly by being disturbed by the slits, and the short-wave wave moves up and down the water surface in each tank of the breakwater main body, which causes the air duct damping to dissipate the energy in the tanks without port and bottom. However, it becomes an antisymmetric divergent wave, and in the tank without a central bottom, it becomes a divergent wave symmetrical with the transmitted wave, and these diverged waves interfere with each other and are disturbed to dissipate the energy. Can be reduced.

【0008】[0008]

【実施例】図1は、本発明の一実施例を示すものであっ
て、消波堤本体1がドルフィン2により係留されると共
に、上記消波堤本体1の両舷側に消波板3,3が垂設さ
れている。
1 shows an embodiment of the present invention, in which a breakwater main body 1 is moored by dolphins 2, and a breakwater plate 3 is provided on both sides of the breakwater main body 1. 3 is installed vertically.

【0009】上記消波堤本体1は、図2〜図4にも示す
ように、その両端部に形成された密閉タンク状の浮体1
a,1aと、その中央部に波の進行方向Aに沿って形成
された3つの底なしタンク1b,1c,1dとからな
り、その両舷底なしタンク1b,1dの上部どうしが空
気ダクト4を介して互いに連通され、中央底なしタンク
1cはその上面が開放されている。
As shown in FIGS. 2 to 4, the breakwater main body 1 is a closed tank-shaped floating body 1 formed at both ends thereof.
a, 1a and three bottomless tanks 1b, 1c, 1d formed in the central portion thereof along the wave traveling direction A, and the upper portions of both of the portless bottomless tanks 1b, 1d are connected via the air duct 4. The central bottomless tank 1c has an open upper surface.

【0010】上記構成によれば、波が入射してきたと
き、その入射波のうち、主として短波長の波により上記
各底なしタンク1b,1c,1d中の水面が上下動さ
れ、これによって、両舷底なしタンク1b,1dでは、
反対称の発散波が発生し、その両発散波の上下動によ
り、該両舷底なしタンク1b,1d中の空気が空気ダク
ト4を通って交互に往復流通し、その際の空気抵抗で波
のエネルギーが消散されると共に、中央底なしタンク1
cでは、入射波と対称の発散波が発生し、この中央底な
しタンク1cの発散波と両舷底なしタンク1b,1dの
発散波とが互いに干渉し攪乱されてエネルギーを消散す
るものであって、これにより、短波長の波の波高を減少
させることができる。
According to the above construction, when a wave enters, the water surface in each of the bottomless tanks 1b, 1c, 1d is moved up and down mainly by the short wavelength wave of the incident wave. In the bottomless tanks 1b and 1d,
An antisymmetric diverging wave is generated, and the vertical movement of both diverging waves causes the air in the tanks 1b and 1d without port bottoms to alternately flow back and forth through the air duct 4, and the air resistance at that time causes the waves to flow. Central bottomless tank 1 with energy dissipated
In c, a divergent wave symmetrical to the incident wave is generated, and the divergent wave of the central bottomless tank 1c and the divergent waves of the both sideless tanks 1b and 1d interfere with each other to be disturbed and to dissipate energy. Thereby, the wave height of the short wavelength wave can be reduced.

【0011】なお、消波堤本体1の乾舷をできるだけ小
さくして、その上を越える波を攪乱させて、波のエネル
ギーを消散させるようにしてもよい。前記ドルフィン2
は、海底に植設されると共に、その上端部が海面W.L
より上方に突出する角柱状のコンクリート杭2aと、該
コンクリート杭2a内に配設された複数の鋼管製芯材2
bとからなり、その外周面には、ゴムフェンダー(緩衝
部材)2cが固着されており、このドルフィン2に前記
消波堤本体1の両端部に形成した凹部5を嵌合させるこ
とにより、該消波堤本体1をドルフィン2に昇降自在に
係留することができる。
Incidentally, the freeboard of the breakwater main body 1 may be made as small as possible so that the waves over it are disturbed to dissipate the energy of the waves. Dolphin 2
Is planted on the seabed, and its upper end is the sea surface W. L
A prismatic concrete pile 2a protruding further upward, and a plurality of steel pipe core materials 2 arranged in the concrete pile 2a
b, and a rubber fender (cushioning member) 2c is fixed to the outer peripheral surface of the b. The breakwater main body 1 can be moored to the dolphin 2 so as to be able to move up and down.

【0012】この構成によれば、消波堤本体1の外側に
係留チェーン等が一切設けられておらず、その消波堤本
体1の近くを船舶が自由に航行することができるから、
狭隘な海域でも、本発明の浮消波堤を係留することがで
きる。
According to this structure, no mooring chain or the like is provided outside the breakwater main body 1, and the ship can freely sail near the breakwater main body 1.
The floating breakwater of the present invention can be moored even in a narrow sea area.

【0013】前記消波板3,3は、図5にも示すよう
に、消波堤本体1の舷側外板6に面一状に一体形成さ
れ、該消波板3,3には、消波堤本体1の長手方向に沿
って所定間隔ごとに縦長のスリット7が多数貫設されて
いる。
As shown in FIG. 5, the wave-breaking plates 3 and 3 are integrally formed with the port-side outer plate 6 of the breakwater main body 1 so as to be flush with each other. A large number of vertically long slits 7 are provided at predetermined intervals along the longitudinal direction of the breakwater body 1.

【0014】上記構成によれば、消波板3,3により喫
水が深くなっているから、波が入射してきたとき、その
入射波のうち、短波長の波は勿論のこと、長波長の波
も、上記消波板3,3に当たって各スリット7を透過
し、その透過の際に攪乱されてエネルギーを消散し、ま
た、その長波長の透過波と、前記底なしタンク1b,1
c,1dで発生した発散波とが互いに干渉し攪乱されて
エネルギーを消散するものであって、これにより、短波
長及び長波長の波の波高を減少させることができる。な
お、図5中、8は消波板3,3を補強する補強杆であ
る。
According to the above construction, since the draft is deepened by the wave-eliminating plates 3 and 3, when a wave is incident, not only the short wavelength wave but also the long wavelength wave is included in the incident wave. Also penetrates the slits 7 by hitting the wave-eliminating plates 3 and 3, and is disturbed during the transmission to dissipate the energy, and also the long-wavelength transmitted wave and the bottomless tanks 1b and 1b.
The divergent waves generated in c and 1d interfere with each other and are disturbed to dissipate the energy, whereby the wave heights of the short wavelength and long wavelength waves can be reduced. In FIG. 5, reference numeral 8 is a reinforcing rod for reinforcing the wave-eliminating plates 3 and 3.

【0015】ここで、上記構成によれば、喫水が深くな
っているが、これは消波板3,3を設けたことによるも
ので、消波堤本体1は大きくなっていない。従って、喫
水を深くした大型の消波堤本体では、冒頭に述べたよう
に、短波長の波を効果的に消波することができず、過大
な係留力が発生し、建造費が高くなるという欠点があっ
たが、本発明によると、この欠点を全て解消することが
できる。
According to the above construction, the draft is deep, but this is due to the provision of the wave breakers 3 and 3, and the breakwater main body 1 is not enlarged. Therefore, as described at the beginning, the large-scale breakwater body with a deep draft cannot effectively cancel the short-wavelength waves, resulting in excessive mooring force and high construction costs. However, according to the present invention, all of these drawbacks can be eliminated.

【0016】消波の原理を説明すると、まず、波が入射
してきたとき、その入射波の一部が消波堤本体1の舷側
外板6及び消波板3,3に当たって反射波となり、その
残りの波は消波板3,3のスリット7を通過して、透過
波となり、この透過波のうち、長波長の波は、主として
スリット7で攪乱されてエネルギーを消散し、短波長の
波は、消波堤本体1の各底なしタンク1b,1c,1d
中の水面を上下動させ、これによって、両舷底なしタン
ク1b,1dでは、その内部の空気が空気ダクト4を通
って交互に往復流通することにより発生する空気抵抗で
エネルギーを消散しながら、反対称の発散波となり、中
央底なしタンク1cでは、透過波と対称の発散波とな
り、これら各発散波が互いに干渉し攪乱されてエネルギ
ーを消散すると共に、その各発散波は上記スリットでも
攪乱されてエネルギーを消散するものであって、短波長
及び長波長の波の波高を確実に減少させることができ
る。
Explaining the principle of wave-dissipating, first, when a wave is incident, a part of the incident wave hits the port side outer plate 6 and the wave-dissipating plates 3 and 3 of the wave-dissipating body 1, and becomes a reflected wave. The remaining wave passes through the slits 7 of the wave-eliminating plates 3 and 3 to become a transmitted wave. Of this transmitted wave, the long-wavelength wave is mainly disturbed by the slit 7 to dissipate the energy and the short-wavelength wave. Is the bottomless tanks 1b, 1c, 1d of the breakwater main body 1.
The water surface in the inside is moved up and down, whereby, in the tanks 1b and 1d without port bottoms, the energy inside is dissipated by the air resistance generated by the air flowing back and forth through the air ducts 4 alternately, In the central bottomless tank 1c, it becomes a divergent wave symmetrical with the transmitted wave, and these divergent waves interfere with each other and are disturbed to dissipate energy, and at the same time, the divergent waves are also disturbed by the slits. And the wave heights of short-wavelength and long-wavelength waves can be reliably reduced.

【0017】上記実施例では、消波堤本体1の両舷に消
波板3,3を垂設したが、図6に示すように、前側の舷
側にだけ消波板3を設けてもよいし、その逆に、後側の
舷側にだけ消波板3を設けるようにしてもよい(図示せ
ず)。
In the above-mentioned embodiment, the wave breaking plates 3 are vertically provided on both sides of the breakwater main body 1, but as shown in FIG. 6, the wave breaking plate 3 may be provided only on the front side of the breakwater. On the contrary, the wave-eliminating plate 3 may be provided only on the rear port side (not shown).

【0018】また、消波板3,3に縦長のスリット7を
貫設したが、これに代えて、例えば横長のスリット7を
貫設してもよい。
Further, although the vertically long slit 7 is provided through the wave-breaking plates 3 and 3, instead of this, for example, the horizontally long slit 7 may be provided.

【0019】[0019]

【発明の効果】本発明によれば、消波堤本体がドルフィ
ンにより係留されており、その消波堤本体の外側に係留
用のチェーン等が一切設けられていないので、この消波
堤本体を狭隘水面でも船舶の航行に障害とならないよう
に係留することができる。
According to the present invention, the breakwater main body is moored by the dolphin, and no mooring chain or the like is provided outside the breakwater main body. It is possible to moor it so that it does not hinder the navigation of ships even on narrow water surfaces.

【0020】また、消波堤本体の内部に形成した3つの
底なしタンクにより従来と同様に短波長の波を効果的に
消波することができると共に、消波堤本体の両舷側の両
方またはその一方に消波板を垂設して、喫水を深くして
いるので、長波長の波も該消波板のスリットを透過させ
ることにより、確実に消波することができる。
The three bottomless tanks formed inside the breakwater main body can effectively cancel the short wavelength wave as in the conventional case, and both or both sides of the breakwater main body. Since a wave-eliminating plate is vertically provided on one side to deepen the draft, it is possible to surely wave-eliminate even a wave having a long wavelength by passing through the slit of the wave-eliminating plate.

【0021】更に、喫水は深くなっているが、消波堤本
体は大きくなっていないので、過大な係留力が発生した
りせず、従って、消波堤本体やドルフィンの強度を特に
大きくする必要がないから、建造費も安くて済む。しか
も、消波板にスリットを貫設しているので、該消波板に
過大な負荷がかかることもない。
Further, although the draft is deep, the breakwater main body is not large, so that an excessive mooring force is not generated. Therefore, it is necessary to particularly increase the strength of the breakwater main body and the dolphin. Because there is no, the construction cost is low. Moreover, since the slits are provided in the wave breaking plate, an excessive load is not applied to the wave breaking plate.

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

【図1】本発明の一実施例である浮消波堤の斜視図であ
る。
FIG. 1 is a perspective view of a floating breakwater according to an embodiment of the present invention.

【図2】同一部切欠き正面図である。FIG. 2 is a cutaway front view of the same portion.

【図3】同平面図である。FIG. 3 is a plan view of the same.

【図4】同側面図である。FIG. 4 is a side view of the same.

【図5】同消波堤本体の拡大横断面図である。FIG. 5 is an enlarged cross-sectional view of the breakwater main body.

【図6】同変形例を示す拡大横断面図である。FIG. 6 is an enlarged cross-sectional view showing the same modified example.

【符号の説明】[Explanation of symbols]

1 消波堤本体 1b,1d 両舷底なしタンク 1c 中央底なしタンク 2 ドルフィン 2c ゴムフェンダー(緩衝部材) 3 消波板 4 空気ダクト 7 スリット A 波の進行方向 1 Wave breakwater main body 1b, 1d Tank without port bottom 1c Tank without center bottom 2 Dolphin 2c Rubber fender (buffer member) 3 Wave breaker plate 4 Air duct 7 Slit A Wave traveling direction

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】消波堤本体の内部に波の進行方向に沿って
3つの底なしタンクを形成すると共に、その両舷底なし
タンクの上部を空気ダクトを介して互いに連通させてな
る浮消波堤において、前記消波堤本体は、その両端部に
形成した凹部をドルフィンに緩衝部材を介して昇降自在
に嵌合させることにより、所定水面に係留され、消波堤
本体の両舷側の両方またはその一方に、多数のスリット
を貫設した消波板を垂設したことを特徴とする浮消波
堤。
1. A floating breakwater in which three bottomless tanks are formed inside the main body of the breakwater along the traveling direction of the wave, and the upper portions of both the bottomless tanks are connected to each other through an air duct. In the above, the breakwater main body is moored to a predetermined water surface by fitting recesses formed at both ends thereof to a dolphin via a cushioning member so as to be lifted, and both or both sides of the breakwater main body. On the other hand, a floating breakwater is characterized in that a breakwater plate with many slits is hung vertically.
JP4255202A 1992-09-25 1992-09-25 Floating wave dissipation levee Pending JPH06108431A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4255202A JPH06108431A (en) 1992-09-25 1992-09-25 Floating wave dissipation levee

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4255202A JPH06108431A (en) 1992-09-25 1992-09-25 Floating wave dissipation levee

Publications (1)

Publication Number Publication Date
JPH06108431A true JPH06108431A (en) 1994-04-19

Family

ID=17275444

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4255202A Pending JPH06108431A (en) 1992-09-25 1992-09-25 Floating wave dissipation levee

Country Status (1)

Country Link
JP (1) JPH06108431A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110344366A (en) * 2018-04-04 2019-10-18 上海勘测设计研究院有限公司 A kind of shore protection floating grid formula wave attenuating device and bank protection structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110344366A (en) * 2018-04-04 2019-10-18 上海勘测设计研究院有限公司 A kind of shore protection floating grid formula wave attenuating device and bank protection structure
CN110344366B (en) * 2018-04-04 2024-03-08 上海勘测设计研究院有限公司 Floating grid type wave eliminating device for revetment and revetment structure

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