JPH01190809A - Wave elimination device - Google Patents

Wave elimination device

Info

Publication number
JPH01190809A
JPH01190809A JP63013663A JP1366388A JPH01190809A JP H01190809 A JPH01190809 A JP H01190809A JP 63013663 A JP63013663 A JP 63013663A JP 1366388 A JP1366388 A JP 1366388A JP H01190809 A JPH01190809 A JP H01190809A
Authority
JP
Japan
Prior art keywords
wave
waves
box
horizontal plate
air layer
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
JP63013663A
Other languages
Japanese (ja)
Other versions
JP2596772B2 (en
Inventor
Masakazu Oki
沖 政和
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP63013663A priority Critical patent/JP2596772B2/en
Publication of JPH01190809A publication Critical patent/JPH01190809A/en
Application granted granted Critical
Publication of JP2596772B2 publication Critical patent/JP2596772B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To effectively crush incident waves by continuously providing vertical plates around a horizontal plate so as to form a boxlike structure whose lower end is opened. CONSTITUTION:Vertical plates 3 are continuously provided around a horizontal plate 2 so as to constitute a boxlike structure 1 whose lower end is opened. And a plurality of openings 9a, 9b are formed in the vertical partition walls 8a, 8b, and when a pressure change in an air layer 6 is caused by waves, the waves are eliminated. Further, the boxlike structure 1 is installed in the bottom of the sea 4 so as to produce a flow in the reverse direction to incident waves behind the vertical plates 3. Thus, incident waves can be effectively crushed.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は波のエネルギを反射および吸収することによ
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 canceling device that eliminates wave energy by reflecting and absorbing it.

〈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
、海底地盤の地質や水深その他に応じて設計され、かつ
構築されており、これにより充分に所期の防波効果乃至
消波効果が達成されるように構成されている。
<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, and are designed and constructed according to the geology of the seabed, water depth, etc. The structure is such that the wave-blocking effect or wave-dissipating effect is achieved.

〈発明が解決しようとする問題点〉 しかしながら、かかる従来の消波装置では、入射波を受
ける例えば防波堤前部に大きな反射波を生じ、これが船
舶航行の障害になるとともに、水深が大きくなるにつれ
て建設費が増大する。また、かかる防波堤は海底に設立
されるので、この防波堤の前部および背部間における海
水交換率が悪いなどの問題点があった。
<Problems to be Solved by the Invention> However, with such conventional wave dissipating devices, large reflected waves are generated at the front of the breakwater, for example, which receives the incident waves, which becomes an obstacle to ship navigation, and as the water depth increases, construction Expenses increase. Furthermore, since such a breakwater is established on the seabed, there are problems such as a poor seawater exchange rate between the front and back parts of the breakwater.

また、最近では、外海に面した沿岸域をより有効に利用
するため、海水交換機能を持ち、消波効率が良く、しか
も経済性の高い消波構造物の必要性が高まっている。
In addition, recently, in order to make more effective use of coastal areas facing the open sea, there has been an increasing need for wave-dissipating structures that have a seawater exchange function, have good wave-dissipating efficiency, and are highly economical.

この発明はかかる従来の問題点および必要性に着目して
なされたものであり、反射波の発生を抑制し、海水交換
率の悪化がなく、しかも構造を簡単にして安価に得られ
る消波装置を得ることを目的とする。
This invention was made in view of the problems and needs of the prior art, and provides a wave dissipating device that suppresses the generation of reflected waves, does not cause deterioration of the seawater exchange rate, and can be obtained at low cost with a simple structure. The purpose is to obtain.

〈問題点を解決するための手段〉 この発明にかかる消波装置は、水平板とこの水平板の周
辺に連設した鉛直板とからなる下端開口の箱状構造物を
、水面から所定深さの水中に設置したものである。
<Means for Solving the Problems> The wave dissipating device according to the present invention has a box-like structure with an opening at the bottom, which is composed of a horizontal plate and a vertical plate connected around the horizontal plate, at a predetermined depth from the water surface. It was installed underwater.

く作用〉 この発明における箱状構造物は、水平板により振幅方向
の波の反射と砕波を行い、鉛直板により、構造物背後に
入射波とは反対方向の流れを生ぜしめて、この流れを上
記入射波に衝突させることによって消波するように作用
する。また、上記箱状構造物内に空気層を設けた場合に
は、その空気層の厚みに応じて波の山を低く抑えるとと
もに、波の谷を押し上げるようにして、全体として、波
高を平滑化するように作用する。
The box-like structure of the present invention reflects and breaks waves in the amplitude direction by the horizontal plate, and generates a flow in the opposite direction to the incident wave behind the structure by the vertical plate, and this flow is It acts to dissipate waves by colliding with the incident waves. In addition, if an air layer is provided within the box-like structure, the crests of the waves are suppressed depending on the thickness of the air layer, and the troughs of the waves are pushed up, thereby smoothing out the wave height as a whole. It acts like this.

〈発明の実施例〉 以下に、この発明の実施例を図について説明する。第1
図はその一実施例を示す断面図、第2図は同じく斜視図
である。同図において、Jは箱状構造物で、これが水平
板2と、この水平板2の周辺に連設した鉛直板3とから
なり、下端が下方に向って開放している。また、この箱
状構造物1は、水面から所定深さの水中に位置するよう
に、海底4に立設した複数本の脚柱5上に固定されてい
る。
<Embodiments of the Invention> Examples of the invention will be described below with reference to the drawings. 1st
The figure is a sectional view showing one embodiment, and FIG. 2 is a perspective view as well. In the figure, J is a box-like structure, which is composed of a horizontal plate 2 and a vertical plate 3 connected to the periphery of the horizontal plate 2, and the lower end thereof is open downward. Moreover, this box-like structure 1 is fixed on a plurality of pillars 5 erected on the seabed 4 so as to be located underwater at a predetermined depth from the water surface.

また、この箱状構造物1内には空気層6が設けられ、こ
れが空気層隣接水面7と適当な相対圧力を維持しながら
接している。8a、8bは箱状構造物1内の空気層6を
隔成するように設けた補強用の鉛直隔壁で、隔室P、Q
、Rを形成しており、必要に応じて2列以上設けられる
。9a、9bは鉛直隔壁8a、8bに形成した複数の開
口で、これらが波によって空気層6の圧力変化が生じた
際に、各隔室P、Q、Rへの空気の移動を許容し、消波
作用するように機能するものである。また、10は鉛直
隔壁8a、8bによって隔成した空気層6を、波の進行
方向とは交差する方向に設けた鉛直補強板である。なお
、鉛直隔壁8a、8b上の上記開口9a、9bは波の進
行方向に設けられている。
Further, an air layer 6 is provided within this box-like structure 1, and this is in contact with a water surface 7 adjacent to the air layer while maintaining an appropriate relative pressure. 8a and 8b are reinforcing vertical partition walls provided to separate the air space 6 in the box-like structure 1, and the partitions P and Q
, R, and two or more rows may be provided as necessary. 9a, 9b are a plurality of openings formed in the vertical partitions 8a, 8b, which allow air to move to each compartment P, Q, R when the pressure of the air layer 6 changes due to waves; It functions to dissipate waves. Further, 10 is a vertical reinforcing plate in which an air layer 6 separated by vertical partition walls 8a and 8b is provided in a direction crossing the direction of wave propagation. Note that the openings 9a, 9b on the vertical partition walls 8a, 8b are provided in the direction of wave propagation.

次に、作用について説明する。Next, the effect will be explained.

いま、波が矢印A方向に進行してきた場合には、第3図
に示すように、水平板2は振幅方向の波を反射し、この
反射波とは逆方向の入射波とを衝突させて、砕波を行う
。一方、鉛直板3は箱状構造物1の背後に、入射波とは
反対方向(D方向)の流れを発生させ、これを水平板2
の上部に導いて上記入射波と衝突させることにより、こ
の入射波を砕き、消波作用をする。
Now, when a wave is traveling in the direction of arrow A, the horizontal plate 2 reflects the wave in the amplitude direction and causes the reflected wave to collide with the incident wave in the opposite direction, as shown in Fig. 3. , breaking waves. On the other hand, the vertical plate 3 generates a flow behind the box-like structure 1 in the direction opposite to the incident wave (direction D), which is transferred to the horizontal plate 3.
By guiding the wave to the top of the waveguide and causing it to collide with the incident wave, the incident wave is broken and a wave-dissipating action is performed.

また、箱状構造物1の内部には、空気層6が設けられて
いるので、波Aが到来すると、この波の山の直下にある
隔室Pの空気層6の空気は、水圧の上昇に伴って上昇す
る。このため、第4図に示すようにその空気は鉛直隔壁
8aの開口9aを通って低圧の空気層6となっている隔
室Qに、さらに鉛直隔壁8bの開口9bを通って隔室R
に逃げ込む。このため、波の山の直下の上記空気層6は
薄くなり、その分、波の山の水面を引き下げるように作
用する。一方、波の谷の直下にある隔室Rの空気層6は
、上記とは、逆に厚くなり、波の谷の水面を押し上げる
ように作用し、結局、水平板2上の波高は、実線か・ら
1点鎖線で示す状態に平滑化される。このようにして、
空気層6は消波効果をさらに確実なものにする。
Furthermore, since an air layer 6 is provided inside the box-like structure 1, when the wave A arrives, the air in the air layer 6 of the compartment P located directly under the crest of this wave will increase the water pressure. It rises with. Therefore, as shown in FIG. 4, the air passes through the opening 9a of the vertical bulkhead 8a to the compartment Q, which is a low-pressure air layer 6, and then passes through the opening 9b of the vertical bulkhead 8b to the compartment R.
escape to. Therefore, the air layer 6 directly below the wave crest becomes thinner, and acts to lower the water surface of the wave crest by that much. On the other hand, the air layer 6 in the compartment R located directly below the wave trough becomes thicker, contrary to the above, and acts to push up the water surface in the wave trough, and as a result, the wave height on the horizontal plate 2 is the same as the solid line. It is smoothed from . to the state shown by the one-dot chain line. In this way,
The air layer 6 further ensures the wave-dissipating effect.

第5図はこの発明による消波効果を実験結果によって示
すものであり、縦軸には、入射波高Hiと透過波高Ht
の比である透過率K t (Ht/Hi )をとっであ
る。ここでktが小さい程消波効果が高いことを示す。
FIG. 5 shows the wave-dissipating effect according to the present invention based on experimental results, and the vertical axis shows the incident wave height Hi and the transmitted wave height Ht.
The transmittance K t (Ht/Hi) is taken. Here, it is shown that the smaller kt is, the higher the wave dissipation effect is.

また、横軸には、消波装置の幅つまり箱状構造物1の幅
(入射波の進行方向の長さ)Bと入射波長りの比B/L
をとっである。
In addition, the horizontal axis shows the ratio B/L of the width of the wave absorber, that is, the width of the box-like structure 1 (length in the direction of propagation of the incident wave) B to the incident wavelength.
I took it.

この実験結果から、この消波装置は入射波長の115〜
1/6程度の幅で波高を1/2以下に減少できることが
わかる。
From this experimental result, this wave canceling device can be used to
It can be seen that the wave height can be reduced to 1/2 or less with a width of about 1/6.

さらに、箱形構造物1内に空気層6を設けた場合には、
設けない場合に比べて、図示のように消波効果が一層高
いこともわかる。
Furthermore, when an air layer 6 is provided within the box-shaped structure 1,
As shown in the figure, it can be seen that the wave-dissipating effect is even higher than when it is not provided.

〈発明の効果〉 以上説明してきたように、この発明によれば、水平板と
これに連設した鉛直板とからなる下端開口の箱状構造物
を、水中に設置するように構成したので、上記水平板お
よび鉛直板による反射波によって入射波を効果的に砕波
することができるとともに、上記鉛直板によって箱状構
造物の背後に生じさせた流れを、入射波と衝突させるこ
とができ、消波効果をさらに確かなものとすることがで
きる。また、箱状構造物内に空気層を設けた場合には、
波の高低に伴う水圧変化を、空気層の空気の移動によっ
て緩和するので、波高の一層の平滑化が図ることができ
、従って、消波効果がより向上するという利点が得られ
る。そして、かかる箱状構造物は、全体として形状、構
造が簡単であるところから、建設費を低減でき、極めて
実用性の高いものになる等の効果が得られる。
<Effects of the Invention> As explained above, according to the present invention, a box-like structure with an opening at the lower end consisting of a horizontal plate and a vertical plate connected thereto is configured to be installed underwater. Incident waves can be effectively broken by the waves reflected by the horizontal plate and vertical plate, and the flow generated behind the box-like structure by the vertical plate can be caused to collide with the incident wave, thereby being extinguished. The wave effect can be further ensured. In addition, when an air layer is provided within a box-like structure,
Since changes in water pressure caused by the height of waves are alleviated by the movement of air in the air layer, the wave height can be further smoothed, and the advantage is that the wave dissipation effect is further improved. Since such a box-like structure has a simple shape and structure as a whole, it can reduce construction costs and has extremely high practicality.

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

第1図はこの発明に係る消波装置の全体を示す断面図、
第2図は同じく拡大した斜視図、第3図はこの発明によ
る消波効果を示す説明図、第4図はさらに空気層による
消波効果を示す説明図、第5図はこの発明による実験結
果を示す特性グラフである。 1・・箱状構造物、2・・水平板、3・・鉛直板、6・
・空気層。
FIG. 1 is a cross-sectional view showing the entire wave-dissipating device according to the present invention;
Figure 2 is an enlarged perspective view, Figure 3 is an explanatory diagram showing the wave-absorbing effect of this invention, Figure 4 is an explanatory diagram further showing the wave-absorbing effect of an air layer, and Figure 5 is an experimental result of this invention. It is a characteristic graph showing. 1. Box-like structure, 2. Horizontal plate, 3. Vertical plate, 6.
・Air layer.

Claims (1)

【特許請求の範囲】 1)水平板とこの水平板の周辺に連設した鉛直板とから
なる下端開口の箱状構造物を、水面から所定深さの水中
に設置したことを特徴とする消波装置。 2)箱状構造物の内部に空気層を設けたことを特徴とす
る特許請求の範囲第1項記載の消波装置。 3)箱状構造物の内部を鉛直隔壁によって複数の隔室に
隔成し、これらの各隔室を上記各鉛直隔壁に設けた開口
を通じて連通させたことを特徴とする特許請求の範囲第
1項記載の消波装置。
[Claims] 1) A fire extinguisher characterized in that a box-like structure with an opening at the bottom, consisting of a horizontal plate and a vertical plate continuous to the periphery of the horizontal plate, is installed underwater at a predetermined depth from the water surface. wave device. 2) The wave dissipating device according to claim 1, characterized in that an air layer is provided inside the box-like structure. 3) Claim 1, characterized in that the inside of the box-like structure is divided into a plurality of compartments by vertical partitions, and these compartments are communicated through openings provided in each of the vertical partitions. Wave dissipating device as described in section.
JP63013663A 1988-01-26 1988-01-26 Wave absorber Expired - Lifetime JP2596772B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63013663A JP2596772B2 (en) 1988-01-26 1988-01-26 Wave absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63013663A JP2596772B2 (en) 1988-01-26 1988-01-26 Wave absorber

Publications (2)

Publication Number Publication Date
JPH01190809A true JPH01190809A (en) 1989-07-31
JP2596772B2 JP2596772B2 (en) 1997-04-02

Family

ID=11839439

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63013663A Expired - Lifetime JP2596772B2 (en) 1988-01-26 1988-01-26 Wave absorber

Country Status (1)

Country Link
JP (1) JP2596772B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010059705A (en) * 2008-09-04 2010-03-18 Toyo Constr Co Ltd Sea area control structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6213605A (en) * 1985-07-09 1987-01-22 Shimizu Constr Co Ltd Permeable breakwater

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6213605A (en) * 1985-07-09 1987-01-22 Shimizu Constr Co Ltd Permeable breakwater

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010059705A (en) * 2008-09-04 2010-03-18 Toyo Constr Co Ltd Sea area control structure

Also Published As

Publication number Publication date
JP2596772B2 (en) 1997-04-02

Similar Documents

Publication Publication Date Title
JPH01190809A (en) Wave elimination device
JPH01142273A (en) Floating wave-removing type wave-power generating device
JP2002061152A (en) Wave dissipating block
JPH06272225A (en) Wave killing structure
JPS6123323B2 (en)
JPS602253Y2 (en) floating wave bank
JP2845094B2 (en) Breakwater block
JP3294028B2 (en) Low reflection type floating breakwater
JPH08144240A (en) Low reflection type floating wave dissipation embankment
JP4370375B2 (en) High wave breakwater breakwater
JPH08226113A (en) Low reflective type floating wave dissipation revetment
JPS5883713A (en) Floating breakwater
JPH062316A (en) Waves-breaking type caisson and breakwater therewith
JP2650819B2 (en) Floating breakwater
JPH0538112Y2 (en)
JPS63312409A (en) Wave dissipator
JP2639577B2 (en) Wave absorber
JPH0634407Y2 (en) Box-type transparent wave-dissipating structure
JPS6172118A (en) Floating weir as breakwater
JPH0819648B2 (en) Wave-dissipating structure
JP2002180436A (en) Floating wave dissipating bank
JPH0560006B2 (en)
JP2005163362A (en) Wave dissipating concrete block and artificial leaf
JPH04194208A (en) Floating dike for spending waves
JPH11350453A (en) Floating breakwater

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Effective date: 20040528

Free format text: JAPANESE INTERMEDIATE CODE: A712

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040601

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20040528

A977 Report on retrieval

Effective date: 20050816

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050823

A521 Written amendment

Effective date: 20051020

Free format text: JAPANESE INTERMEDIATE CODE: A523

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20061003

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20061130

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Effective date: 20070403

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070424

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100511

Year of fee payment: 3

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20110511

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20110511

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120511

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130511

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 6

Free format text: PAYMENT UNTIL: 20130511

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140511

Year of fee payment: 7