JP2631612B2 - Wave absorber - Google Patents

Wave absorber

Info

Publication number
JP2631612B2
JP2631612B2 JP5044915A JP4491593A JP2631612B2 JP 2631612 B2 JP2631612 B2 JP 2631612B2 JP 5044915 A JP5044915 A JP 5044915A JP 4491593 A JP4491593 A JP 4491593A JP 2631612 B2 JP2631612 B2 JP 2631612B2
Authority
JP
Japan
Prior art keywords
wave
sea
telescopic leg
leg
telescopic
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 - Lifetime
Application number
JP5044915A
Other languages
Japanese (ja)
Other versions
JPH06257119A (en
Inventor
健治 柳屋
薫 青柳
啓司 東尾
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP5044915A priority Critical patent/JP2631612B2/en
Publication of JPH06257119A publication Critical patent/JPH06257119A/en
Application granted granted Critical
Publication of JP2631612B2 publication Critical patent/JP2631612B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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)

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、港湾または海洋におい
て波浪を低減するために設置する消波装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wave absorber installed in a harbor or an ocean for reducing waves.

【0002】[0002]

【従来の技術】従来、消波のための装置としては、消波
ブロックを並べたり、消波板や消波用浮体などの消波の
ための構造体を杭等で固定して設けたり、または、浮体
の場合はチェーン等で係留固定している。
2. Description of the Related Art Conventionally, as a device for wave elimination, a wave elimination block is arranged, and a wave elimination structure such as a wave elimination plate or a wave elimination floating body is fixedly provided by a pile or the like, Alternatively, in the case of a floating body, it is moored and fixed with a chain or the like.

【0003】[0003]

【発明が解決しようとする課題】これら従来の消波装置
は、いずれも波の生じる水面位置に固定的に設置される
ものであり、船舶の航行の邪魔になるものであった。ま
た、構造物として固定したものであるので、波の大きさ
に応じた消波作用の変更もできないものであった。
All of these conventional wave absorbers are fixedly installed at the surface of the water where the waves occur, and hinder the navigation of the ship. Further, since the structure is fixed, the wave-breaking action cannot be changed according to the size of the wave.

【0004】本発明の目的は前記従来例の不都合を解消
し、波の静かな時は全体が水中に没してその上を船舶が
自由に航行できるようにし、また、波浪が生じた場合に
は迅速かつスムーズに適宜の勾配を持たせることで波浪
の大きさに応じたバリケードを水面に出現させ、しかも
このバリケードを高い支持力で支持して安全性に優れて
消波作用を発揮できるようにした消波装置を提供するこ
とにある。
[0004] An object of the present invention is to solve the above-mentioned disadvantages of the prior art, so that when the waves are quiet, the whole is immersed in the water so that the ship can navigate freely thereon. The barricade corresponding to the size of the waves appears on the water surface by giving the appropriate gradient quickly and smoothly, and this barricade is supported with high supporting force so that it can exhibit excellent wave breaking effect with excellent safety Another object of the present invention is to provide a wave canceling device.

【0005】[0005]

【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、固定脚体と伸縮脚体とを間隔を存し
て対向させて枠組んでなる昇降架台を海中に設置し、前
記固定脚体と前記伸縮脚体の上端を裏面にスライド用レ
ールを有する消波板の裏面にヒンジ結合し、このうち、
前記伸縮脚体の上端の結合部をスライド用レール上に位
置させて摺動自在とすることで、前記昇降架台に消波板
を上昇状態では全体が傾斜し、その一端が海上へ出現す
るように設けたこと、第2に、ストロークの異なる伸縮
脚体を間隔を存して対向させて枠組んでなる昇降架台を
海中に設置し、前記伸縮脚体の上端と消波板の裏面とを
ヒンジ結合して、前記昇降架台に消波板を上昇状態では
全体が傾斜し、その一端が海上へ出現するように設けた
ことを要旨とするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention firstly installs an elevating gantry, which is composed of a fixed leg and a telescopic leg facing each other with a space therebetween, under the sea. The upper ends of the fixed leg and the telescopic leg are hinged to the back surface of a wave breaking plate having a slide rail on the back surface.
By positioning the connecting portion at the upper end of the telescopic leg on the slide rail so as to be slidable, the whole wave plate is inclined when the wave canceller is raised on the elevating gantry so that one end thereof appears on the sea. Secondly, an elevating gantry composed of a frame with telescopic legs having different strokes facing each other at intervals is installed in the sea, and the upper end of the telescopic leg and the back surface of the wave breaking plate are hinged. The gist of the invention is that the wave-breaking plate is provided on the elevating pedestal such that the wave-breaking plate is entirely inclined in the ascending state, and one end of the wave-breaking plate appears on the sea.

【0006】[0006]

【作用】請求項1記載の本発明によれば、海中に昇降架
台を設置される消波板は、波の静かな時はこの昇降架台
が消波板を上昇させておらず、消波板全体も海中にある
ので、その上を船舶が自由に航行できる。
According to the first aspect of the present invention, the wave-breaking plate on which the lifting platform is installed in the sea is not raised when the wave is calm, and the wave-breaking plate is not raised. Since the whole is underwater, ships can navigate freely over it.

【0007】また、波浪がある場合はこの昇降架台によ
り消波板を上昇させ、全体を傾斜させた状態で一端が海
上へ出現するようにするので、水面でのバリケードとな
り消波作用を発揮できる。なお、海上への出現の長さや
全体の傾斜の角度を適宜調整することで、波浪の大きさ
に応じた消波効果を期待できる。
In addition, when there is a wave, the wave-breaking plate is raised by the elevating platform so that one end of the wave-breaking plate appears on the sea in a state where the wave is inclined, so that it becomes a barricade on the surface of the water and can exhibit a wave-breaking effect. . By appropriately adjusting the length of appearance on the sea and the angle of inclination of the whole, a wave-dissipating effect according to the magnitude of the wave can be expected.

【0008】そして、消波板を上昇させる際において、
伸縮脚体の上端の結合部をスライド用レール上に位置さ
せて摺動自在としているので、消波板を上昇させる動き
をより迅速かつスムーズにできる。また、固定脚体の上
端をヒンジ結合部としているので、この結合部にかかる
負担は消波板の重量のみの比較的少ないもので済む。し
かも、伸縮脚体の上端の結合部をスライド用レール上に
位置させて摺動自在としているので、伸縮脚体が傾倒す
ることなしに支持力が高く、消波板を傾斜させる際の動
きをスムーズにできる。
[0008] Then, when raising the wave absorber,
Since the connecting portion at the upper end of the telescopic leg is positioned on the slide rail so as to be slidable, the movement of raising the wave canceller can be performed more quickly and smoothly. Further, since the upper end of the fixed leg is a hinge joint, the load on the joint is relatively small, only the weight of the wave canceller. In addition, since the upper end of the telescopic leg is positioned on the slide rail and is slidable, the supporting force is high without tilting the telescopic leg, and the movement when tilting the wavebreaker plate is improved. Can be smooth.

【0009】請求項2記載の本発明によれば、前記請求
項1から奏される作用に加えて、昇降架台の脚体が全て
伸縮脚体からなるので、消波板の角度調整及び昇降度合
いの調整が容易であり、しかも微調整も可能である。
According to the second aspect of the present invention, in addition to the operation achieved in the first aspect, since all the legs of the elevating gantry are made of telescopic legs, the angle adjustment and the degree of elevating of the wave breaking plate are performed. Is easy to adjust, and fine adjustment is also possible.

【0010】[0010]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1、図2は本発明の消波装置の1実施例を
示す側面図で、図1は波浪時の、図2は波の静かな時の
状態を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. 1 and 2 are side views showing one embodiment of the wave absorber according to the present invention. FIG. 1 shows a state when a wave is present, and FIG. 2 shows a state when the wave is quiet.

【0011】捨石マウンド2およびコンクリート土台3
からなる基礎1を海底に設け、この基礎1上に昇降架台
4を設置した。この昇降架台4は、固定脚体5と伸縮脚
体6とを間隔を存して対向させて枠組んだものである。
[0011] Rubble mound 2 and concrete foundation 3
A foundation 1 made of was provided on the seabed, and an elevating gantry 4 was installed on the foundation 1. The elevating gantry 4 is formed by framing a fixed leg 5 and a telescopic leg 6 with an interval therebetween.

【0012】コンクリート板等を使用した消波板7をこ
の昇降架台4に設置するが、固定脚体5と伸縮脚体6の
上端をこの消波板7の下面に蝶番8によりヒンジに結合
させる。その際、固定脚体5は消波板7の一端近くに結
合し、伸縮脚体6は他端がこれよりも外側に大きく張り
出すように、消波板7の幅の3分の2程度の所に結合さ
せた。昇降架台4および消波板7は多数を横一列に並べ
て、堤体のようにする。
A wave-absorbing plate 7 using a concrete plate or the like is installed on the elevating pedestal 4. The upper ends of the fixed leg 5 and the telescopic leg 6 are connected to the lower surface of the wave-absorbing plate 7 by a hinge 8 with a hinge. . At this time, the fixed leg 5 is connected near one end of the wave-absorbing plate 7, and the telescopic leg 6 is about two-thirds of the width of the wave-breaking plate 7 so that the other end of the wave-extinguishing plate 7 is greatly extended outward. It was joined at. A large number of the lifting pedestals 4 and the wave-breaking plates 7 are arranged in a horizontal row so as to form a bank.

【0013】前記蝶番8でのヒンジ結合部のうち前記伸
縮脚体6側のものについては、より動きをスムーズにす
るため、消波板7の裏側にスライド用レール15を設け、
このスライド用レール15上に伸縮脚体6側の部材を蝶番
8とともに摺動させるようにした。
In the hinge joint portion of the hinge 8, the one on the telescopic leg 6 side is provided with a slide rail 15 on the back side of the wave breaking plate 7 in order to make the movement smoother.
The member on the telescopic leg 6 side is slid together with the hinge 8 on the slide rail 15.

【0014】前記伸縮脚体6をなす構造としては種々考
えられるが、一例として、図3に示すように外管6aと
この外管6aを摺動する内管6bとからなり、内管6b
を油圧等のジャッキ9で押し上げるようにする。なお、
大きなストロークを得るにはジャッキ9を複数段配置す
ればよい。
Various structures can be considered as the structure of the telescopic leg 6, but as an example, as shown in FIG. 3, an outer tube 6a and an inner tube 6b sliding on the outer tube 6a are provided.
Is pushed up by a jack 9 such as a hydraulic pressure. In addition,
In order to obtain a large stroke, a plurality of jacks 9 may be arranged.

【0015】また、他例として、伸縮脚体6(内管6
b)に外周にギヤを形成したラック形式の軸を使用し、
図4に示すようにこの軸をジャッキ10とチャック機構11
で移動させるラチェット機構のもの、図5に示すように
駆動歯車12を噛合して移動させるものなどでもよい。
As another example, the telescopic leg 6 (the inner tube 6)
b) using a rack-type shaft with gears formed on the outer periphery,
As shown in FIG. 4, this shaft is connected to a jack 10 and a chuck mechanism 11.
The mechanism may be a ratchet mechanism for moving the drive gear 12, or a mechanism for meshing and moving the drive gear 12 as shown in FIG.

【0016】さらに他の例として、図6に示すように、
外管6aとこの外管6aを摺動する内管6bとからなる
伸縮脚体6は、陸上に設けた巻き上げ装置からのチェー
ン等の吊り材13で内管6bを摺動させるようにした。
As still another example, as shown in FIG.
The telescopic leg 6 composed of the outer tube 6a and the inner tube 6b that slides on the outer tube 6a slides the inner tube 6b with a suspending member 13 such as a chain from a hoisting device provided on land.

【0017】図2に示すように波の静かな時は昇降架台
4は伸縮脚体6は伸ばされておらず、該伸縮脚体6と固
定脚体5とは同じ長さで、消波板7は水平状態を保つ。
この状態では、消波板7はその全てが海中にあり、海面
(HWL:満潮時、LWL:干潮時)は消波板7の上方
に位置する。
As shown in FIG. 2, when the waves are calm, the elevating pedestal 4 is not extended with the telescopic legs 6, and the telescopic legs 6 and the fixed legs 5 have the same length. 7 keeps a horizontal state.
In this state, the wave breaker 7 is entirely under the sea, and the sea surface (HWL: at high tide, LWL: at low tide) is located above the wave breaker 7.

【0018】このようにして消波板7は全てが海中に没
しているので、その上を船舶が自由に航行できる。
In this way, all of the wave canceling plates 7 are submerged in the sea, so that the ship can freely sail on them.

【0019】一方、波浪が生じるときは、図1に示すよ
うに伸縮脚体6を伸長する。その結果、消波板7は傾斜
状態で起立して、一方の端が海面上に突出する。その結
果、消波板7は波が生じる位置に障害物として存在し、
消波作用をなす。
On the other hand, when a wave occurs, the telescopic leg 6 is extended as shown in FIG. As a result, the wave canceler 7 stands upright and one end protrudes above the sea surface. As a result, the wave-absorbing plate 7 exists as an obstacle at the position where the wave is generated,
It acts as a wave absorber.

【0020】なお、伸縮脚体6を伸長程度により消波板
7の起立角度は変更し、海面上に突出する長さも変わる
ので、強い波浪の場合は消波板7の起立角度を大きくし
て対応する。
The erecting angle of the wave-absorbing plate 7 is changed depending on the degree of extension of the telescopic leg 6, and the length of the wave-absorbing plate 7 protruding above the sea surface is also changed. Corresponding.

【0021】図7はさらに他の実施例を示すもので、昇
降架台4はストロークの異なる伸縮脚体6を間隔を存し
て並列させたものとし、これら伸縮脚体6や消波板7は
注水室14を内部に形成するような中空構造とする。
FIG. 7 shows still another embodiment, in which the elevating pedestal 4 has telescopic legs 6 having different strokes arranged in parallel at intervals. The water injection chamber 14 has a hollow structure formed inside.

【0022】消波板7は中空構造で浮力を有するが、注
水室14に注、排水することによりこの浮力を調整する。
Although the wave canceling plate 7 has a buoyancy in a hollow structure, the buoyancy is adjusted by pouring into the water injection chamber 14 and draining the water.

【0023】本実施例では消波板7は伸縮脚体6で常に
傾斜して支承され得るので、傾斜した状態を保ちながら
海中に没したり、一端が海上にでるように浮上したりす
る構造としたが、前記他の実施例と同じように伸縮脚体
6と消波板7とをヒンジで結合させ、必要な時に傾倒さ
せるようにすることもできる。
In this embodiment, since the wave breaking plate 7 can always be supported by the telescopic legs 6, the structure is such that the wave breaking plate 7 is submerged in the sea while maintaining the inclined state, or floats so that one end of the wave appears on the sea. However, as in the other embodiments described above, the telescopic leg 6 and the wave-dissipating plate 7 may be connected by a hinge and tilted when necessary.

【0024】また、前記全ての実施例において、前方の
波高計測器を設置してこれと連動するように昇降架台4
を駆動させることにより、自動運転を行うようにした
り、さらに、波の周期特性を捕らえて消波板7を動かす
ことにより、より積極的な消波機能を発揮させることも
可能である。
In all of the above-described embodiments, a wave height measuring instrument in front is installed, and
, It is possible to perform an automatic operation, and furthermore, it is possible to exhibit a more aggressive wave-dissipating function by moving the wave-dissipating plate 7 by capturing the periodic characteristics of the waves.

【0025】[0025]

【発明の効果】以上述べたように本発明の消波装置は、
通常の波の静かな時は消波板の全体が水中に没している
ので、その上を船舶が自由に航行できるようになり、海
上の広々とした景観を保つことができ、海水の流れを遮
断しないので環境の変化を最小限とすることができるも
のである。
As described above, the wave canceling device of the present invention has the following features.
When the normal wave is quiet, the entire wave-breaking plate is submerged in the water, so that the ship can freely navigate over it, maintaining a spacious landscape over the sea, and the flow of seawater Because it does not block the change of the environment, it is possible to minimize the change in the environment.

【0026】また、波浪の生じる場合は、その波浪の大
きさに応じた消波作用を発揮できるように迅速かつスム
ーズに消波板の角度調整ができるものである。
When a wave is generated, the angle of the wave-breaking plate can be quickly and smoothly adjusted so that a wave-breaking action corresponding to the size of the wave can be exerted.

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

【図1】本発明の消波装置の1実施例を示す波浪時の側
面図である。
FIG. 1 is a side view at the time of a wave showing one embodiment of the wave absorber according to the present invention.

【図2】本発明の消波装置の1実施例を示す波の静かな
時の状態の側面図である。
FIG. 2 is a side view of a wave canceling device according to an embodiment of the present invention in a state where waves are quiet.

【図3】昇降架台の伸縮脚体の一例を示す縦断正面図で
ある。
FIG. 3 is a vertical sectional front view showing an example of a telescopic leg of the elevating gantry.

【図4】昇降架台の伸縮脚体の他の一例を示す縦断正面
図である。
FIG. 4 is a longitudinal sectional front view showing another example of the telescopic leg of the elevating gantry.

【図5】昇降架台の伸縮脚体のさらに他の一例を示す縦
断正面図である。
FIG. 5 is a vertical sectional front view showing still another example of the telescopic leg of the elevating gantry.

【図6】本発明の消波装置の第2実施例を示す側面図で
ある。
FIG. 6 is a side view showing a second embodiment of the wave absorber according to the present invention.

【図7】本発明の消波装置の第3実施例を示す側面図で
ある。
FIG. 7 is a side view showing a third embodiment of the wave absorber according to the present invention.

【符号の説明】[Explanation of symbols]

1…基礎 2…捨石マウン
ド 3…コンクリート土台 4…昇降架台 5…固定脚体 6…伸縮脚体 6a…外管 6b…内管 7…消波板 8…蝶番 9…ジャッキ 10…ジャッキ 11…チャック機構 12…駆動歯車 13…吊り材 14…注水室 15…スライド用レール
DESCRIPTION OF SYMBOLS 1 ... Foundation 2 ... Ripstone mound 3 ... Concrete base 4 ... Elevating stand 5 ... Fixed leg 6 ... Telescopic leg 6a ... Outer tube 6b ... Inner tube 7 ... Wavebreaker 8 ... Hinge 9 ... Jack 10 ... Jack 11 ... Chuck Mechanism 12… Drive gear 13… Hanging material 14… Injection chamber 15… Slide rail

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 固定脚体と伸縮脚体とを間隔を存して対
向させて枠組んでなる昇降架台を海中に設置し、前記固
定脚体と前記伸縮脚体の上端を裏面にスライド用レール
を有する消波板の裏面にヒンジ結合し、このうち、前記
伸縮脚体の上端の結合部をスライド用レール上に位置さ
せて摺動自在とすることで、前記昇降架台に消波板を上
昇状態では全体が傾斜し、その一端が海上へ出現するよ
うに設けたことを特徴とする消波装置。
An elevating pedestal comprising a frame with a fixed leg and a telescopic leg facing each other with a space therebetween is installed in the sea, and upper ends of the fixed leg and the telescopic leg are slided on a back surface. The wave absorbing plate is hinged to the back surface of the wave absorbing plate having the above, and the connecting portion at the upper end of the telescopic leg is positioned on the slide rail so as to be slidable. A wave absorber in which the whole is inclined in one state, and one end of the wave absorber is provided to appear on the sea.
【請求項2】 ストロークの異なる伸縮脚体を間隔を存
して対向させて枠組んでなる昇降架台を海中に設置し、
前記伸縮脚体の上端と消波板の裏面とをヒンジ結合し
て、前記昇降架台に消波板を上昇状態では全体が傾斜
し、その一端が海上へ出現するように設けたことを特徴
とする消波装置。
2. An elevating gantry comprising a frame, in which telescopic legs having different strokes are opposed to each other at intervals, is installed in the sea,
The upper end of the telescopic leg and the back surface of the wave-absorbing plate are hinged, and the wave-absorbing plate is entirely inclined on the elevating gantry in a rising state, and one end thereof is provided so as to appear on the sea. Wave absorber.
JP5044915A 1993-03-05 1993-03-05 Wave absorber Expired - Lifetime JP2631612B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5044915A JP2631612B2 (en) 1993-03-05 1993-03-05 Wave absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5044915A JP2631612B2 (en) 1993-03-05 1993-03-05 Wave absorber

Publications (2)

Publication Number Publication Date
JPH06257119A JPH06257119A (en) 1994-09-13
JP2631612B2 true JP2631612B2 (en) 1997-07-16

Family

ID=12704761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5044915A Expired - Lifetime JP2631612B2 (en) 1993-03-05 1993-03-05 Wave absorber

Country Status (1)

Country Link
JP (1) JP2631612B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101649833B1 (en) * 2015-11-27 2016-08-19 김석문 Breakwater Structure, Energy Attenuation Apparatus for Wave Overtopping and Method thereof
CN111189613A (en) * 2020-01-08 2020-05-22 哈尔滨工程大学 Wave absorbing device of ship model towing tank and tank with same

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5344277U (en) * 1976-09-20 1978-04-15

Also Published As

Publication number Publication date
JPH06257119A (en) 1994-09-13

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