JPH0757939B2 - Wave breaking method and wave breaking structure - Google Patents

Wave breaking method and wave breaking structure

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Publication number
JPH0757939B2
JPH0757939B2 JP62189764A JP18976487A JPH0757939B2 JP H0757939 B2 JPH0757939 B2 JP H0757939B2 JP 62189764 A JP62189764 A JP 62189764A JP 18976487 A JP18976487 A JP 18976487A JP H0757939 B2 JPH0757939 B2 JP H0757939B2
Authority
JP
Japan
Prior art keywords
box
wave
waves
valley
check valve
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
JP62189764A
Other languages
Japanese (ja)
Other versions
JPS6433306A (en
Inventor
健太郎 上田
Original Assignee
健太郎 上田
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 健太郎 上田 filed Critical 健太郎 上田
Priority to JP62189764A priority Critical patent/JPH0757939B2/en
Publication of JPS6433306A publication Critical patent/JPS6433306A/en
Publication of JPH0757939B2 publication Critical patent/JPH0757939B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 波の山を切り取り次ぎに来る波の谷に落とす事により波
の山谷を平均化して消波することができるようにした発
明である。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] This is an invention in which wave peaks are cut off and dropped into the next wave troughs so that the wave troughs can be averaged to eliminate the waves.

〔従来の技術〕[Conventional technology]

従来の防波堤では水深、波高共に大きなものは消波する
ことが非常にむづかしかったものである。
In the conventional breakwater, it was very difficult to break the water with large depth and wave height.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

従来の防波堤では水深、波高共に大きなものは消波する
ことが非常にむづかしかったと言う問題点を解決すると
同時に港内の海水の交換性が悪いと言う問題点、及び流
砂による海岸変形等環境の維持がむつかしいと言う問題
点を解決しようとする発明である。
It solves the problem that it is very difficult to break large water depth and wave height with conventional breakwaters, and at the same time, the problem of poor exchangeability of seawater in the port, and environmental changes such as beach deformation due to quicksand. It is an invention that attempts to solve the problem that maintenance is difficult.

〔問題点を解決するための手段〕 四側を閉鎖し天井板に上部に空気を排出することが出来
る逆止弁を設けた底なしの箱を波の進行方向に対し直角
に連続して平均水面近くに固定し、波の山が箱の底部よ
り侵入した時箱内の空気を逃がし波を箱内に一時的に支
持し、波の谷が箱の下部に来たとき谷部に水を落とすこ
とにより波を平均化して消波すること及び海底の基礎上
に立つ柱またはこれに類する支持物の上に天井板を有
し、かつ平面状において縦横の仕切り壁を有する底なし
の箱を平均水面近くに載置固定し、仕切り壁によって縦
横複数列配列して形成された各室の天井板に上方にのみ
開く逆止弁を設けると共に、該箱を波の進行方向に対し
直角に連続かつ延長して成る消波構造物を提供すること
により問題点を解決したものである。
[Means for solving the problem] A bottomless box with a check valve that can close the four sides and discharge air at the top of the ceiling plate is connected to the average water surface continuously at right angles to the wave traveling direction. Fix it nearby, when the peak of the wave invades from the bottom of the box, let the air inside the box escape and temporarily support the wave inside the box, and when the valley of the wave comes to the bottom of the box, drop water in the valley By averaging the waves to dissipate them, a bottomless box having a ceiling plate on a pillar or similar support standing on the foundation of the seabed and having vertical and horizontal partition walls in the plane A check valve that opens only upward is installed on the ceiling plate of each room that is mounted and fixed nearby and is arranged in multiple rows and columns by partition walls, and the box is continuously extended at right angles to the traveling direction of waves. The problem is solved by providing a wave-dissipating structure formed by

〔作 用〕[Work]

波の山が箱の中に入ると、各室の逆止弁は開いて空気を
排除し波の山が過ぎても箱内の水位は逆止弁が閉じてい
るため水位は下がらず、箱内に水は閉じ込められる。波
の山が通過して、箱の下に波の谷が入って来ると、波の
水面は箱の底より低くなるために底から室内に空気が入
り、各室内に閉じ込められていた水は進行に従って波の
谷に順次落下される。しかも縦横複数に室が多数配列さ
れているので箱の下に谷が入ってくると谷の入ったとこ
ろの水が落下することにより斜めに波が入って来たとき
でも確実に一室づつ落下して谷を埋めるものである。以
上の作用を繰り返して、波の山は切り取られて次ぎに来
る波の谷を埋めることになり、港内の波高は港外に比較
して著しく小さくなり、消波の目的を達するように作用
するものである。
When the wave peak enters the box, the check valve in each room opens to eliminate air, and even if the wave peak passes, the water level in the box is not closed because the check valve is closed. Water is trapped inside. When the wave peaks pass and wave troughs enter under the box, the water surface of the wave is lower than the bottom of the box, so air enters the room from the bottom and the water trapped in each room As it progresses, it is successively dropped into the valley of waves. Moreover, since there are many chambers arranged vertically and horizontally, when a valley enters the bottom of the box, the water in the valley will drop, so even if waves enter diagonally, one room will fall surely. And fill the valley. By repeating the above action, the mountain of waves will be cut off and the trough of the next wave will be filled, the wave height inside the port will be significantly smaller than outside the port, and it will act to reach the purpose of wave extinction. It is a thing.

〔実施例〕〔Example〕

縦横の仕切り壁(1)を有する底なしの天井板(6)を
有する長い箱(2)を海底に基礎を有する柱またはこれ
に類する支持物(3)の上部に載置固定し、箱(2)の
末端の仕切り壁(1′)は前端の仕切り壁(1)より水
面深く延長されかつ下端部は後方に向け水平板(4)を
有するL型をしていて水平板(4)により箱(2)の後
部に波の生ずるのを防止している。このように形成した
箱(2)を波の進行方向に直角に連続して設置し構造物
を形成するものである。箱(2)の仕切られた各室
(5)の天井板(6)には逆止弁(7)が設けられ、室
(5)内の空気を上方にのみ逃がすように形成する。該
逆止弁(7)は内部の空気圧によって外側には開くが、
外部の空気圧が高ければ閉じて空気は入ることはできな
いものである。箱(2)は平均水面(8)付近に位置す
るように支持物(3)の上部に載置固定されている。波
の山(9)が箱(2)の中に入ると、各室(5)の逆止
弁(7)は開いて空気を排除するが、波の山(9)が過
ぎると、箱(2)内の水位は下がろうとするが、逆止弁
(7)が閉じて水位は下がらず、箱(2)内に水は閉じ
込められる。波の山(9)が通過して、箱(2)下に波
の谷(10)が入って来ると、波の水面は箱(2)の底よ
り低くなるために、底から室内に空気が入り、各室内に
閉じ込められていた水は波の進行に従って波の谷(10)
に順次落下される。以上の作用を繰り返して、波の山は
切り取られて次ぎに来る波の谷を埋めることになり、港
内の波高は港外に比較して著しく小さくなり、消波の目
的を達するように作用するものである。支持物は柱の他
に波の進行に平行な壁のようなものまた海中都市、海上
都市等の建物の一部を支持物として用いて消波構造物を
形成することができいずれにおいても本願発明の要旨を
逸脱するものではない。
A long box (2) having a bottomless ceiling panel (6) having vertical and horizontal partition walls (1) is placed and fixed on the top of a column or a support (3) having a foundation on the seabed, and the box (2 ) End partition wall (1 ') extends deeper than the front end partition wall (1) to the water surface, and the lower end has an L shape having a horizontal plate (4) facing rearward, and the horizontal plate (4) forms a box. (2) It prevents the generation of waves at the rear part. The box (2) thus formed is continuously installed at a right angle to the wave traveling direction to form a structure. A check valve (7) is provided on the ceiling plate (6) of each compartment (5) of the box (2) so that the air in the compartment (5) escapes only upward. The check valve (7) opens outward due to the internal air pressure,
If the external air pressure is high, it cannot be closed and air cannot enter. The box (2) is placed and fixed on the upper part of the support (3) so as to be located near the average water surface (8). When the wave mountain (9) enters the box (2), the check valve (7) of each chamber (5) opens to remove air, but when the wave mountain (9) passes, the box (9) Although the water level in 2) tends to decrease, the check valve (7) closes and the water level does not decrease, and the water is trapped in the box (2). When the wave crest (9) passes and the wave trough (10) enters under the box (2), the water level of the wave becomes lower than the bottom of the box (2), so that air enters the room from the bottom. The water that was trapped in each room was filled with water, and as the waves progressed, wave trough (10)
Are dropped in sequence. By repeating the above action, the mountain of waves will be cut off and the valley of the next wave will be filled, the wave height inside the port will be significantly smaller than outside the port, and it will act to reach the purpose of wave extinction. It is a thing. In addition to pillars, the support can be something like a wall parallel to the propagation of waves, or a part of a building such as an undersea city or a maritime city can be used as a support to form a wave-dissipating structure. It does not depart from the gist of the invention.

〔効 果〕[Effect]

他の工法ではできない程の波を制約(消波)することが
出来る。
It is possible to restrict (dissipate) waves that other construction methods cannot.

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

第一図は本願の実施例を示す縦断側面図、第二図は箱の
平面図を示すものである。
1 is a vertical side view showing an embodiment of the present application, and FIG. 2 is a plan view of a box.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】四側を閉鎖し天井板に上部に空気を排出す
ることが出来る逆止弁を設けた底なしの箱を波の進行方
向に対し直角に連続して平均水面近くに固定し、波の山
が箱の底部より侵入した時箱内の空気を逃がし波を箱内
に一時的に支持し、波の谷が箱の下部に来たとき谷部に
水を落とすことにより波を平均化して消波することを特
徴とする消波方法。
1. A bottomless box having four check valves closed at the top and a ceiling valve provided with a check valve capable of discharging air is fixed near the average water surface continuously at right angles to the traveling direction of waves. When a mountain of waves intrudes from the bottom of the box, it escapes the air in the box to temporarily support the waves in the box, and when the valley of the waves comes to the bottom of the box, drops the water in the valley to average the waves. A wave-dissipating method characterized by converting to wave-dissipation.
【請求項2】海底の基礎上に立つ柱またはこれに類する
支持物の上に天井板を有し、かつ平面状において縦横の
仕切り壁を有する底なしの箱を平均水面近くに載置固定
し、仕切り壁によって縦横複数列配列して形成された各
室の天井板に上方にのみ開く逆止弁を設けると共に、該
箱を波の進行方向に対し直角に連続かつ延長して成るこ
とを特徴とする消波構造物。
2. A bottomless box having a ceiling plate on a pillar or a support similar to this standing on a foundation of the seabed, and having vertical and horizontal partition walls in a planar state is placed and fixed near the average water surface, A check valve that opens only upward is provided on the ceiling plate of each chamber formed by partition walls arranged in a plurality of rows and columns, and the box is continuous and extended at a right angle to the traveling direction of the waves. Wave-dissipating structure.
JP62189764A 1987-07-29 1987-07-29 Wave breaking method and wave breaking structure Expired - Lifetime JPH0757939B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62189764A JPH0757939B2 (en) 1987-07-29 1987-07-29 Wave breaking method and wave breaking structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62189764A JPH0757939B2 (en) 1987-07-29 1987-07-29 Wave breaking method and wave breaking structure

Publications (2)

Publication Number Publication Date
JPS6433306A JPS6433306A (en) 1989-02-03
JPH0757939B2 true JPH0757939B2 (en) 1995-06-21

Family

ID=16246791

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62189764A Expired - Lifetime JPH0757939B2 (en) 1987-07-29 1987-07-29 Wave breaking method and wave breaking structure

Country Status (1)

Country Link
JP (1) JPH0757939B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0762332B2 (en) * 1991-12-10 1995-07-05 有限会社篠原金網製作所 Floating breakwater
JP2011122314A (en) * 2009-12-09 2011-06-23 Saigai Kagaku Kenkyusho Seawater exchange-hastening wave absorbing dyke

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5233897B2 (en) * 1972-04-05 1977-08-31
US3871957A (en) * 1973-05-09 1975-03-18 Exxon Research Engineering Co Use of microorganisms to disperse and degrade oil spills
JPS5844805A (en) * 1982-07-14 1983-03-15 Seiko Instr & Electronics Ltd Quartz oscillator

Also Published As

Publication number Publication date
JPS6433306A (en) 1989-02-03

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