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JPH0762331B2 - Wave control mechanism - Google Patents
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JPH0762331B2 - Wave control mechanism - Google Patents

Wave control mechanism

Info

Publication number
JPH0762331B2
JPH0762331B2 JP4056820A JP5682092A JPH0762331B2 JP H0762331 B2 JPH0762331 B2 JP H0762331B2 JP 4056820 A JP4056820 A JP 4056820A JP 5682092 A JP5682092 A JP 5682092A JP H0762331 B2 JPH0762331 B2 JP H0762331B2
Authority
JP
Japan
Prior art keywords
wave
horizontal
water
breakwater
control mechanism
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
JP4056820A
Other languages
Japanese (ja)
Other versions
JPH05214718A (en
Inventor
秀輝 佐藤
Original Assignee
運輸省第四港湾建設局長
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 運輸省第四港湾建設局長 filed Critical 運輸省第四港湾建設局長
Priority to JP4056820A priority Critical patent/JPH0762331B2/en
Publication of JPH05214718A publication Critical patent/JPH05214718A/en
Publication of JPH0762331B2 publication Critical patent/JPH0762331B2/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

Landscapes

  • 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、例えば、防波堤等に適
用できる波浪の制御機構に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wave control mechanism applicable to, for example, a breakwater.

【0002】[0002]

【従来の技術】従来の防波堤は、適当重量の堰を海底か
ら海面上にかけて線状に配置し、波浪の全圧力を直接遮
断する構造の物と、振巾の位相差を利用して波浪を減殺
する構造の物が主として知られていた。
2. Description of the Related Art Conventional breakwaters have a structure in which weirs of appropriate weight are arranged in a line from the seabed to the surface of the sea, and the wave pressure is used to directly block the total pressure of the waves, and the phase difference between the amplitudes is used to generate waves. Mainly known were structures with attenuating structures.

【0003】[0003]

【発明が解決しようとする課題】前記適当重量の堰を海
底から海面上にかけて線状に配置する構造の防波堤は、
波浪のほぼ全エネルギーが構造体に直接圧力として作用
することになるため、重量が大きく大規模となり、軟弱
地盤や大水深域での防波堤の建設には、工期及び工費と
もかかるという問題点があった。また、前記振巾の位相
差を利用した防波堤の構造においても、減殺効果を発揮
させるためには大規模となり、軟弱地盤上や大水深域で
の防波堤の建設は、経済的な負担が大きくなったり、ま
たは、建設が困難になるといったケースが生じる問題が
あった。本発明はかかる事情に鑑みてなされたもので、
防波作用が充分にあり、しかも構造体の軽量化も可能な
波浪の制御機構を提供することを目的とする。
A breakwater having a structure in which the weir of the appropriate weight is linearly arranged from the seabed to the surface of the sea is as follows.
Since almost all the energy of the waves acts on the structure directly as pressure, the structure is heavy and large in scale, and construction of breakwaters in soft ground and deep water requires construction time and cost. It was Further, even in the structure of the breakwater using the phase difference of the amplitude, it becomes large in order to exert the attenuation effect, and the construction of the breakwater on the soft ground or in the deep water area causes a large economical burden. However, there was a problem in that there were cases where construction became difficult. The present invention has been made in view of such circumstances,
It is an object of the present invention to provide a wave control mechanism which has a sufficient wave preventing effect and can also reduce the weight of a structure.

【0004】[0004]

【課題を解決するための手段】前記目的に沿う本発明に
係る波浪の制御機構は、前部から後側中間部にかけてそ
の上面側及び下面側が滑らかに膨出し、前記後側中間部
が最大厚みとなり、該後側中間部から後端にかけてその
厚みが滑らかでしかも急激に減少する略流線型の水平翼
を、それぞれが水上、水面及び水中に位置するように隙
間を設けて複数段重設している。
The wave control mechanism according to the present invention, which is in line with the above object, has a top surface and a bottom surface that bulge smoothly from the front portion to the rear intermediate portion, and the rear intermediate portion has a maximum thickness. The streamlined horizontal blades, the thickness of which is smooth and sharply reduced from the rear intermediate portion to the rear end, are stacked in a plurality of stages with a gap so that they are located on the water surface, the water surface, and the water. There is.

【0005】[0005]

【作用】本発明の波浪の制御機構の作用について詳しく
説明する為、例えば、波浪と防波堤の機能について考察
する。波浪は水粒子の円形運動からなる振巾が伝播する
現象であり、運動エネルギーと位置エネルギーとを有す
るが物質を搬送しない。また、港内の静穏性は、波浪の
振巾運動による水面の上下変動が影響している。このこ
とから防波堤は、水面の上下変動だけを対象として波浪
を制御出来れば、防波堤の機能が損なわれずに堤体に作
用する波圧が軽減され、堤体の小型軽量化が図れると推
察される。このため、本発明に係る波浪の制御機構で
は、複数の水平翼を一定の隙間を開けて重設して、波浪
が伝播する水面、水上及び水中に上下の間隔が前部から
後側中間部にかけて徐々に各水平翼間に波浪を通過さ
せ、各水平翼で波浪の振巾の上下を拘束すると共に、波
浪の伝播力と水平翼による間隔の徐々の狭まりによって
振巾運動に圧力を加えて、波浪の振巾に歪みを生じさ
せ、振巾運動をスムーズに水平運動に変換させることで
波浪を制御することにした。波浪(振巾)が各水平翼の
間を通過する際に、各水平翼間で振巾運動の上下が拘束
されると共に、波浪の伝播力と、水平翼による波浪の通
過面積の徐々の狭まりによって、振巾運動に圧力が加わ
る。波浪の振巾運動に圧力が加わることで振巾に歪みが
生じ振巾がスムーズに、水平運動に変換されることにな
る。水平運動に変換された水の動きは、水平翼の後部の
流線型によって、穏やかな動きとなる。また、本発明の
波浪の制御機構は、振巾運動から、流れ(水平運動)に
変換された水の動きに対しては、略流線型となって抵抗
とならない形状をしているため、波浪のエネルギーの水
平成分が作用しないことになる。したがって、本発明の
波浪の制御機構を、例えば防波堤に応用すれば、防波堤
の堤体の小型軽量化が図れる。
In order to explain the function of the wave control mechanism of the present invention in detail, the functions of the wave and the breakwater will be considered, for example. A wave is a phenomenon in which a swing consisting of a circular motion of water particles propagates and has kinetic energy and potential energy but does not convey a substance. Also, the calmness of the harbor is affected by the vertical movement of the water surface due to the amplitude movement of the waves. From this, it is conjectured that if the breakwater can control waves only for vertical fluctuations of the water surface, the wave pressure acting on the breakwater can be reduced without impairing the function of the breakwater, and the breakwater can be made smaller and lighter. . For this reason, in the wave control mechanism according to the present invention, a plurality of horizontal blades are overlapped with each other with a certain gap, and the vertical surface is spaced from the front to the rear intermediate part on the water surface, on the water, and in the water where the waves propagate. The waves are gradually passed between the horizontal wings over the course of each of the waves, and the upper and lower sides of the wave amplitude of the horizontal wings are restrained, and pressure is applied to the amplitude motion due to the propagation force of the waves and the gradual narrowing of the interval by the horizontal wings. , We decided to control the waves by distorting the amplitude of the waves and smoothly converting the amplitude motion into a horizontal motion. When a wave (amplitude) passes between the horizontal wings, the vertical motion of the amplitude motion is constrained between the horizontal wings, and the wave propagation force and the passage area of the wave by the horizontal wings gradually narrows. Exerts pressure on the swing motion. When pressure is applied to the wave amplitude motion, the amplitude is distorted and the amplitude is smoothly converted into horizontal motion. The movement of water converted into horizontal movement is gentle due to the streamlined shape of the rear part of the horizontal wing. In addition, the wave control mechanism of the present invention has a substantially streamlined shape that does not become a resistance to the movement of the water converted from the amplitude movement to the flow (horizontal movement). The horizontal component of energy will not work. Therefore, if the wave control mechanism of the present invention is applied to, for example, a breakwater, the breakwater body of the breakwater can be reduced in size and weight.

【0006】[0006]

【実施例】以下、添付する図面を参照しつつ、本発明を
具体化した実施例につき説明し、本発明の理解に供す
る。ここに、図1は本発明の一実施例に係る波浪の制御
機構の断面図、図2は前記波浪の制御機構に使用する水
平翼の詳細断面図である。図2に示すように、鉄筋コン
クリート、ステンレス、鉄等の金属、プラスチック等に
よって断面が略流線型となって、しかも、その断面長さ
は使用場所によっても異なるが、5〜60m(好ましく
は20〜40m程度)、その幅は10〜60m程度とな
って適当ピッチで貫通孔10、11が設けられた幅長い
水平翼12を必要個数製造する。そして、前記貫通孔1
0、11に挿入する所定長さの鉄筋コンクリートからな
る支持柱13、14を予め製造し、これを工場あるいは
現場において組み立て、所定の海に線状に並べて防波堤
とする。なお、前記支持柱13、14を貫通孔10、1
1に装着した後、前記水平翼12を所定間隔に保つ為
に、例えば支持柱13、14に装着される前記貫通孔1
0、11より直径の大きいコンクリート管等を用いる。
Embodiments of the present invention will be described below with reference to the accompanying drawings to provide an understanding of the present invention. 1 is a sectional view of a wave control mechanism according to an embodiment of the present invention, and FIG. 2 is a detailed sectional view of a horizontal blade used in the wave control mechanism. As shown in FIG. 2, the cross section becomes substantially streamlined due to metal such as reinforced concrete, stainless steel, iron, etc., and plastic, and the cross section length varies depending on the place of use, but it is 5 to 60 m (preferably 20 to 40 m). The width is about 10 to 60 m, and a required number of long horizontal blades 12 provided with through holes 10 and 11 at an appropriate pitch are manufactured. And the through hole 1
The support columns 13 and 14 made of reinforced concrete having a predetermined length to be inserted into the 0 and 11 are manufactured in advance, assembled in a factory or on site, and arranged linearly in a predetermined sea to form a breakwater. The support columns 13 and 14 are connected to the through holes 10 and 1, respectively.
1, the through holes 1 are attached to, for example, support columns 13 and 14 in order to keep the horizontal blades 12 at a predetermined interval.
A concrete pipe having a diameter larger than 0 or 11 is used.

【0007】以上のように水平翼12を配置したので、
図1のaに示すように入って来た波浪の振幅運動は、幅
の広い前部の部分から後側中間部に移動するに連れて円
運動から横長楕円運動b、cに変わり、更に後部の方に
移動するにつれて幅が徐々に狭くなる水平翼に押されて
水平運動dに変わる。このことは、自由面の存在する水
面では物体の移動等で波形(振巾)の伝播運動が生じる
が、上下面が水圧で抑圧されている水中で、物体の移動
等をさせても水面上に波形が生じないことと、波浪の振
巾運動を波浪実験の水槽で観察すると、自由面が存在す
る水面では、水粒子の動きが円形運動を示しているが、
水深が下がるにつれての水圧の増加に伴い、円形運動か
ら楕円運動さらに水平運動へと変化していることが起こ
っていることで証明できる。更に、前記効果は、模型を
使用した波浪実験でも確認され、前記防波堤を通過する
際に波浪が水平運動に変換されて、波を防止できること
が分かる。なお、以上の実施例において、単位面積当た
りの受圧力を軽減するため、前記支持柱を基盤上に固定
することも可能であり、これによって軟弱地盤への施工
が容易となる。
Since the horizontal wings 12 are arranged as described above,
As shown in FIG. 1a, the incoming wave amplitude motion changes from circular motion to lateral elliptical motions b and c as it moves from the wide front part to the rear intermediate part, and further rear part. As it moves toward, it is pushed by the horizontal wing whose width is gradually narrowed and changes into horizontal motion d. This means that on a water surface with a free surface, propagating motion of a waveform (amplitude) occurs due to movement of an object, etc., but even if an object is moved in water where the upper and lower surfaces are suppressed by water pressure, it will remain on the water surface. When no wave is generated in the wave and the amplitude motion of the wave is observed in the water tank of the wave experiment, the movement of water particles shows a circular motion on the water surface where the free surface exists.
This can be proved by the fact that the circular motion changes to the elliptic motion to the horizontal motion as the water pressure increases as the water depth decreases. Furthermore, the above effect was also confirmed in a wave experiment using a model, and it can be seen that the wave is converted into horizontal motion when passing through the breakwater, and the wave can be prevented. In the above embodiment, in order to reduce the pressure received per unit area, it is possible to fix the support pillars on the base, which facilitates construction on soft ground.

【0008】[0008]

【発明の効果】本発明に係る波浪の制御機構は、以上の
説明からも明らかなように、波浪の振巾運動を水平運動
に変換させる機能であるため、防波堤に応用すれば、防
波堤の堤体の小型軽量化が図れることから、建設が困難
であったり、経済的な負担が大きくなる軟弱地盤上や大
水深域での防波堤の建設が容易となる。
As is apparent from the above description, the wave control mechanism according to the present invention has a function of converting the wave amplitude motion into a horizontal motion. Therefore, when applied to a breakwater, the breakwater of the breakwater Since the body can be made smaller and lighter, it is easy to construct a breakwater on soft ground or in deep water where construction is difficult and the economic burden is large.

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

【図1】本発明の一実施例に係る波浪の制御機構を適用
した防波堤の断面図である。
FIG. 1 is a cross-sectional view of a breakwater to which a wave control mechanism according to an embodiment of the present invention is applied.

【図2】水平翼の一部切欠き斜視図である。FIG. 2 is a partially cutaway perspective view of a horizontal wing.

【符号の説明】[Explanation of symbols]

10 貫通孔 11 貫通孔 12 水平翼 13 支持柱 14 支持柱 10 Through Holes 11 Through Holes 12 Horizontal Blades 13 Support Pillars 14 Support Pillars

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 前部から後側中間部にかけてその上面側
及び下面側が滑らかに膨出し、前記後側中間部が最大厚
みとなり、該後側中間部から後端にかけてその厚みが滑
らかでしかも急激に減少する略流線型の水平翼を、それ
ぞれが水上、水面及び水中に位置するように隙間を設け
て複数段重設したことを特徴とする波浪の制御機構。
1. The upper surface side and the lower surface side of the front portion to the rear intermediate portion bulge smoothly, the rear intermediate portion has a maximum thickness, and the thickness is smooth and abrupt from the rear intermediate portion to the rear end. A wave control mechanism characterized in that a plurality of substantially horizontal streamlined horizontal blades are stacked in multiple layers with a gap so that they are located on the water surface, the water surface, and the water.
JP4056820A 1992-02-07 1992-02-07 Wave control mechanism Expired - Lifetime JPH0762331B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4056820A JPH0762331B2 (en) 1992-02-07 1992-02-07 Wave control mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4056820A JPH0762331B2 (en) 1992-02-07 1992-02-07 Wave control mechanism

Publications (2)

Publication Number Publication Date
JPH05214718A JPH05214718A (en) 1993-08-24
JPH0762331B2 true JPH0762331B2 (en) 1995-07-05

Family

ID=13038011

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4056820A Expired - Lifetime JPH0762331B2 (en) 1992-02-07 1992-02-07 Wave control mechanism

Country Status (1)

Country Link
JP (1) JPH0762331B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6055352B2 (en) * 1981-08-13 1985-12-04 裕 寺尾 thrust generator
JPS6272518A (en) * 1985-09-25 1987-04-03 Mitsui Toatsu Chem Inc Production of sodium sulfite

Also Published As

Publication number Publication date
JPH05214718A (en) 1993-08-24

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