JPS59646B2 - floating wave bank - Google Patents

floating wave bank

Info

Publication number
JPS59646B2
JPS59646B2 JP54096089A JP9608979A JPS59646B2 JP S59646 B2 JPS59646 B2 JP S59646B2 JP 54096089 A JP54096089 A JP 54096089A JP 9608979 A JP9608979 A JP 9608979A JP S59646 B2 JPS59646 B2 JP S59646B2
Authority
JP
Japan
Prior art keywords
main body
floating
seawater
wave
opening
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
Application number
JP54096089A
Other languages
Japanese (ja)
Other versions
JPS5620212A (en
Inventor
総一郎 磯崎
常松 吉田
修 山本
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.)
JFE Engineering Corp
Original Assignee
Nippon Kokan 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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP54096089A priority Critical patent/JPS59646B2/en
Publication of JPS5620212A publication Critical patent/JPS5620212A/en
Publication of JPS59646B2 publication Critical patent/JPS59646B2/en
Expired 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】 本発明は浮消波堤に関し、簡単な構成でしかも適正な消
波効果を得ることができる浮消波堤を提供せんとするも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating wavebank, and an object of the present invention is to provide a floating wavebank that has a simple configuration and can obtain an appropriate wave-dissipating effect.

従来、海洋における防波或いは消波を目的としたものと
して、捨石防波堤或いは直立防波堤等の固定式防波堤が
よく知られている。
Conventionally, fixed breakwaters such as rubble stone breakwaters and vertical breakwaters have been well known as breakwaters for the purpose of breaking or dissipating waves in the ocean.

これらの防波堤は、一般に海底に頑強な基礎をもって構
築されるもので、それなりの防波効果を期待し得るもの
の、その海底、海上での構築作業に種々の困難を伴い、
しかもその構築には多大の費用と多くの日数を要するこ
とはよく知られているところである。
These breakwaters are generally constructed with a strong foundation on the seabed, and although they can be expected to have a certain degree of breakwater effect, the construction work on the seabed and at sea is fraught with various difficulties.
Moreover, it is well known that construction requires a large amount of money and many days.

またこのような固定式の防波堤は、これによって隔てら
れる外洋と内海との海水の交流を遮断してしまい内海の
海水汚染を促進させるという問題をも有している。
Furthermore, such fixed breakwaters also have the problem of blocking the exchange of seawater between the open ocean and the inland sea, which are separated by the breakwater, thereby promoting seawater pollution in the inland sea.

特に近年においては、港湾その他海洋における水産資源
開発(例えば人工漁場)、海洋レジャー等の海洋の利用
拡大が図られており、これらの要請に応えるため、安価
且つ簡単に設置することができる防波或いは消波堤の提
案が望まれている。
Particularly in recent years, efforts have been made to expand the use of the ocean for marine resource development (e.g., artificial fishing grounds) and marine leisure in ports and other areas of the ocean. Alternatively, proposals for wave-dissipating levees are desired.

本発明は以上のような現状に鑑み創案されたものであっ
て、海洋の適所に簡単に浮設し、適正な消波効果を得る
ことができる浮消波堤の提供をその目的とする。
The present invention was devised in view of the above-mentioned current situation, and an object of the present invention is to provide a floating breakwater that can be easily floated at a suitable location in the ocean and can obtain an appropriate wave-dissipating effect.

このため本発明は消波用の本体と、該本体を浮設せしめ
るための浮体及び係留装置とからなり、前記本体下部に
はその外側で開口し且つ傾斜した底面により本体内方に
向うほど狭まった海水出入用の通路を設けるとともに、
本体上部には前記通路の最内側で海水流通用の開口部を
介して通じる海水容入用の空部を設け、本体を前記海水
出入用の開口上縁が静水面付近に位置するよう前記浮体
及び係留装置によって海上に浮設するようにしたことを
その基本的特徴とする。
Therefore, the present invention consists of a wave-dissipating main body, a floating body and a mooring device for floating the main body, and the lower part of the main body has an opening on the outside and an inclined bottom surface that narrows toward the inside of the main body. In addition to providing a passageway for the entry and exit of seawater,
The upper part of the body is provided with a cavity for storing seawater that communicates through an opening for seawater circulation at the innermost side of the passage, and the body is arranged so that the upper edge of the opening for the passage of seawater is located near the still water surface. Its basic feature is that it is floating on the sea using a mooring device.

次1こ本発明による浮消波堤の一実施例を図面に基づい
て具体的に説明する。
Next, one embodiment of the floating wavebank according to the present invention will be described in detail based on the drawings.

本発明は消波用本体と該本体を浮設せしめるための浮体
及び係留装置とからなり、その本体1の基本構成を示せ
ば第1図の通りである。
The present invention consists of a wave-dissipating main body, a floating body for floating the main body, and a mooring device, and the basic structure of the main body 1 is shown in FIG. 1.

かかる構成によれば、本体1中央部に位置する垂直板2
の両側に左右対称な状態で棚板3,3及びガイド板4.
4を設けることにより、本体下部に海水出入用の通路5
,5、本体1上部に海水容入用の空部6.6及びこれら
空部6,6を連絡する開口部7゜7を形成せしめるもの
である。
According to this configuration, the vertical plate 2 located at the center of the main body 1
Shelf boards 3, 3 and guide boards 4. are placed symmetrically on both sides of the board.
4, a passage 5 for seawater in and out is provided at the bottom of the main body.
, 5. A cavity 6.6 for storing seawater and an opening 7.7 connecting these cavities 6, 6 are formed in the upper part of the main body 1.

即ち、これを垂直板2の片側についてのみ具体的に説明
すると、前記棚板3は水平板部31と該水平板部31側
端に連成された立上り板部32とによって断面略り字状
に形成され、前記垂直板2とこの棚板3とによって本体
1上部に海水容入用の空部6を形成している。
That is, to specifically explain only one side of the vertical board 2, the shelf board 3 has an abbreviated cross-sectional shape by a horizontal board part 31 and a rising board part 32 connected to the side end of the horizontal board part 31. The vertical plate 2 and the shelf plate 3 form a cavity 6 in the upper part of the main body 1 for storing seawater.

一方、前記ガイド板4は垂直板2下部に前記棚板3下方
に位置し且つ本体1内方に向うほど上向きに傾斜した状
態で連設され、このガイド板4と前記棚板3の水平板部
31とで本体1下部にその外側で開口51し且つ本体1
内方に向うほど上向きに狭まった海水出入用の通路5を
形成している。
On the other hand, the guide plate 4 is located below the shelf board 3 at the bottom of the vertical plate 2 and is connected to the main body 1 in an upwardly inclined state, and the guide plate 4 and the horizontal board of the shelf board 3 An opening 51 is formed in the lower part of the main body 1 on the outside thereof with a portion 31, and the main body 1
A seawater inlet/outlet passageway 5 is formed that narrows upward as it goes inward.

さらに空部6ど通路5とを仕切る棚板3の水平板部31
には、上記空部6と通路5とをその最内側部分で連絡す
る海水流通用の開口部7を形成している。
Further, a horizontal plate portion 31 of the shelf board 3 that partitions the empty space 6 from the passage 5.
An opening 7 for seawater circulation is formed in which the cavity 6 and the passage 5 are connected at their innermost portions.

しかして、以上の如くして左右対称に構成された本体1
は浮体(図示せず)によって浮力を与えられ、第2図に
示すように係留装置8によって、前記海水出入用の通路
5の開口51上縁が静水面9付近に位置するよう海上に
浮設されている。
Therefore, the main body 1 configured symmetrically as described above
is given buoyancy by a floating body (not shown), and is floated on the sea by a mooring device 8, as shown in FIG. has been done.

なお、上記構成において、棚板3の立上り板部32には
入射波高相当の高さを持たせることが好しく、また本体
1の幅B、喫水d、通路5の最狭部の高さd′、垂直板
2から立上り板部32までの距離t、及び開口部7の幅
t′等は、浮消波堤を設置すべき地域の海象条件等1こ
応じて適宜選択されるべきであり、例えばt’/l:
0.1〜0.3゜d’/a:o、3〜0.4程度の範囲
とすることにより良好な消波効率を得ることができる。
In the above configuration, it is preferable that the rising plate portion 32 of the shelf board 3 has a height corresponding to the incident wave height, and the width B of the main body 1, the draft d, and the height d of the narrowest part of the passage 5. ', the distance t from the vertical plate 2 to the rising plate part 32, the width t' of the opening 7, etc., should be appropriately selected depending on the sea conditions of the area where the floating wave levee is to be installed. , for example t'/l:
Good wave-dissipating efficiency can be obtained by setting the range of 0.1 to 0.3°d'/a:o to about 3 to 0.4.

第3図は上記基本構成に基づくより具体的な実施例を示
すものであって、浮消波堤は本体1、本体1の両端にこ
れを挾む如くして設けられる浮体10.10及び上記一
体となった本体1及び浮体10を係留するための係留装
置8によって構成されている。
FIG. 3 shows a more specific embodiment based on the above-mentioned basic configuration, in which the floating wavebank includes a main body 1, floating bodies 10 and 10 provided at both ends of the main body 1 so as to sandwich the main body 1, and the above-mentioned floating breakwater. It is composed of a mooring device 8 for mooring the main body 1 and the floating body 10 that are integrated.

本体1には、その幅方向中心の位置に、本体1全長に亘
る垂直板2が設けられ、垂直板2の各両側には適宜間隔
をおいた支持フレーム11を介シて断面略り字状の棚板
3が取付けられ、前記垂直板2及び断面略し字状の棚板
3とによって海水容入用の空部6が形成されている。
The main body 1 is provided with a vertical plate 2 extending over the entire length of the main body 1 at the center position in the width direction, and on each side of the vertical plate 2, a support frame 11 with an appropriate interval is interposed to form an abbreviated cross-sectional shape. A shelf board 3 is attached, and the vertical board 2 and the shelf board 3 having an abbreviated cross section form a cavity 6 for storing seawater.

しかして前記棚板3はその水平板部31先端が垂直板2
と所定の間隔を取るよう配設されるもので、その水平板
部31先端と垂直板2との間隔が上記空部6と下記する
海水出入用の通路5とをこれらの最内側で連絡する開口
部7を構成している。
Therefore, the shelf board 3 has a horizontal board portion 31 whose tip is connected to the vertical board 2.
The space between the tip of the horizontal plate part 31 and the vertical plate 2 connects the above-mentioned cavity 6 and the seawater inlet/outlet passage 5 described below at the innermost side thereof. It constitutes an opening 7.

また、前記各棚板3の下部には本体1内方に向う捏上向
きに傾斜したガイド板4がその一側を介して前記垂直板
2下部に取付けられ、適宜間隔をおいた支持フレーム1
1によって垂直板2及び棚板3に支持されている。
Further, at the bottom of each of the shelf boards 3, a guide plate 4 inclined upwardly toward the inside of the main body 1 is attached to the lower part of the vertical plate 2 via one side thereof, and support frames 1 are provided at appropriate intervals.
1 is supported by a vertical board 2 and a shelf board 3.

しかして、ガイド板4及び棚板3の水平板部31によっ
て、本体1外側で開口51し、本体1内方に向う捏上向
きに狭まった海水出入用の通路5を形成している。
Thus, the guide plate 4 and the horizontal plate portion 31 of the shelf board 3 form a seawater inlet/outlet passage 5 which has an opening 51 on the outside of the main body 1 and narrows upwardly toward the inner side of the main body 1.

前記浮体10は以上のように構成された本体1の長さ方
向両端に取付けられている。
The floating body 10 is attached to both longitudinal ends of the main body 1 constructed as described above.

また係留装置8を構成するチェノは前記各浮体10の両
側に連結され、かかる係留装置8によって前記本体1及
び浮体10は、前記通路5の本体1下部外側の開口51
上縁つまり前記断面略り字状の棚板3の水平板部31が
静水状態における海水面付近lこ位置するよう海上に浮
設されている。
Further, the mooring device 8 is connected to both sides of each floating body 10, and the mooring device 8 allows the main body 1 and the floating body 10 to be connected to the opening 51 outside the lower part of the main body 1 of the passage 5
The upper edge, that is, the horizontal plate part 31 of the shelf plate 3 having the abbreviated cross section is floating on the sea so that it is located near the sea level in a still water state.

なお、本発明による浮消波堤は、本体1及び浮体10を
交互1こ連続的に配する構成とすることにより、所望の
長さとすることができる。
The floating wavebank according to the present invention can be made to have a desired length by arranging the main body 1 and the floating body 10 alternately and continuously.

次に上記実施例による浮消波堤の作用を説明する。Next, the operation of the floating wavebank according to the above embodiment will be explained.

まず、入射波に伴う氷塊は、前記開口51、通路5及び
開口部7を通じて空部6に流入するとともに、これと逆
の経路によって本体1外部に流出するものであるが、か
かる氷塊の流出入により浮消波堤本体は入射波の位相に
対して遅れを生じた運動をし、この運動が入射波のエネ
ルギーを消耗させ、消波を行う。
First, the ice blocks accompanying the incident wave flow into the cavity 6 through the opening 51, the passage 5, and the opening 7, and also flow out of the main body 1 through the opposite path. As a result, the floating wave dam body moves with a delay in the phase of the incident wave, and this movement consumes the energy of the incident wave and dissipates the wave.

また氷塊が前記空部6を出入する際にもそのエネルギー
ロスtこより消波効果を得ることができる。
Further, when the ice block moves in and out of the cavity 6, a wave-dissipating effect can be obtained due to the energy loss t.

なお、かかる空部6への氷塊の流出入に際し、前記水平
板部31下面及びガイド板4は整流板としての役目を果
すものである。
Incidentally, when the ice blocks flow into and out of the cavity 6, the lower surface of the horizontal plate portion 31 and the guide plate 4 serve as a rectifying plate.

また、入射波による水平力は立上り板部32、ガイド板
4、垂直板2と時間的なずれをもって浮消波堤本体に作
用し、また前記の如く空部6を出入する際のエネルギー
ロスがあるので、本体に作用する波力は小さくなり、こ
のため、本体の係留力が軽減される。
In addition, the horizontal force due to the incident wave acts on the floating wavebank main body with a time lag in the rising plate part 32, guide plate 4, and vertical plate 2, and as mentioned above, energy loss occurs when moving in and out of the hollow part 6. As a result, the wave force acting on the body is reduced, and therefore the mooring force on the body is reduced.

第4図は本発明による浮消波堤の入射波の透過率を従来
の浮消波堤と比較して示すものである。
FIG. 4 shows the transmittance of incident waves of the floating wave dyke according to the present invention in comparison with that of the conventional floating wave dyke.

この図からも明らかなように、本発明によれば、入射波
の透過率を従来のものに較べ大きく改善することかでき
、比較的長周期の波に対しても良好なる消波効率を得る
ことができる。
As is clear from this figure, according to the present invention, the transmittance of incident waves can be greatly improved compared to the conventional one, and good wave extinction efficiency can be obtained even for relatively long-period waves. be able to.

以上述べたような本発明の浮消波堤によれば消波用の本
体1と該本体1を浮設せしめるための浮体10及び係留
装置8とからなり、前記本体1下部にはその外側で開口
51し且つ傾斜した底面により本体1内方に向うほど狭
まった海水出入用の通路5を設けるとともに、本体1上
部には前記通路5の最内側で海水流通用の開口部7を介
して通じる海水容入用の空部6を設け、本体1を前記海
水出入用お開口51上縁が静水面9付近に位置するよう
前記浮体10及び係留装置8により海上に浮設するよう
にしたので、海上の所望の場所に簡単に浮設することが
でき、しかも比較的長周期の波に対しても効果的な消波
効率を得ることができ、加えて構造自体も簡単できわめ
て安価に製作し得るところから、海洋の利用拡大という
時代的要請(こ大いに資することができるというすぐれ
た利点がある。
The floating wavebank of the present invention as described above is composed of a main body 1 for wave dissipation, a floating body 10 for floating the main body 1, and a mooring device 8. A seawater inlet/outlet passage 5 is provided with an opening 51 and an inclined bottom surface that narrows toward the inside of the main body 1, and communicates with the upper part of the main body 1 through an opening 7 for seawater circulation at the innermost side of the passage 5. A cavity 6 for storing seawater is provided, and the main body 1 is floated on the sea by the floating body 10 and the mooring device 8 so that the upper edge of the seawater entrance/exit opening 51 is located near the still water surface 9. It can be easily floated at a desired location on the sea, has effective wave-dissipating efficiency even for relatively long-period waves, and has a simple structure and can be manufactured at an extremely low cost. It has the great advantage of being able to greatly contribute to the contemporary demands of expanding the use of the ocean.

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

第1図ないし第3図は本発明による浮消波堤の一実施例
を示すものであって、第1図は本体の横断面を概略的に
示す説明図、第2図は第1図に示すものの浮設状態を示
す説明図、第3図はより具体的な実施例を示す斜視図で
ある。 第4図は本発明による浮消波堤の入射波の透過率を従来
のものと比較して示すものである。 図において1は本体、5は通路、6は空部、7は開口部
、8は係留装置、10は浮体、51は開口を各示す。
1 to 3 show an embodiment of the floating wavebank according to the present invention, in which FIG. 1 is an explanatory diagram schematically showing a cross section of the main body, and FIG. 2 is similar to FIG. 1. FIG. 3 is a perspective view showing a more specific embodiment. FIG. 4 shows the transmittance of incident waves of the floating wavebank according to the present invention in comparison with that of the conventional one. In the figure, 1 is a main body, 5 is a passage, 6 is a cavity, 7 is an opening, 8 is a mooring device, 10 is a floating body, and 51 is an opening.

Claims (1)

【特許請求の範囲】[Claims] 1 消波用の本体と該本体を浮設せしめるための浮体及
び係留装置とからなり、前記本体下部にはその外側で開
口し且つ傾斜した底面により本体内方に向うほど狭まっ
た海水出入用の通路を設けるとともに、本体上部には前
記通路の最内側で海水流通用の開口部を介して通じる海
水容入用の空部を設け、本体を前記海水出入用の開口上
縁が静水面付近に位置するよう前記浮体及び係留装置に
より海上に浮設することを特徴とする浮消波堤。
1 Consists of a main body for wave dissipation, a floating body for floating the main body, and a mooring device, and the lower part of the main body has a seawater inlet/outlet opening that opens on the outside and narrows toward the inside of the main body with an inclined bottom surface. In addition to providing a passage, the upper part of the main body is provided with a cavity for storing seawater that communicates through an opening for seawater circulation at the innermost side of the passage, and the main body is arranged such that the upper edge of the opening for seawater inflow and outflow is near the still water surface. A floating wave levee, characterized in that it is floated on the sea by the floating body and a mooring device so that the floating body and mooring device can be positioned.
JP54096089A 1979-07-30 1979-07-30 floating wave bank Expired JPS59646B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54096089A JPS59646B2 (en) 1979-07-30 1979-07-30 floating wave bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54096089A JPS59646B2 (en) 1979-07-30 1979-07-30 floating wave bank

Publications (2)

Publication Number Publication Date
JPS5620212A JPS5620212A (en) 1981-02-25
JPS59646B2 true JPS59646B2 (en) 1984-01-07

Family

ID=14155666

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54096089A Expired JPS59646B2 (en) 1979-07-30 1979-07-30 floating wave bank

Country Status (1)

Country Link
JP (1) JPS59646B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100777236B1 (en) * 2001-12-22 2007-11-19 주식회사 포스코 Floating type breakwater
KR100809091B1 (en) 2006-11-22 2008-03-03 한국해양연구원 Oscillating water column breakwater based on floating objects

Also Published As

Publication number Publication date
JPS5620212A (en) 1981-02-25

Similar Documents

Publication Publication Date Title
US3118282A (en) Breakwater structures
US3415061A (en) Sea wall structure
US3538710A (en) Breakwater structure
KR100248594B1 (en) Apparatus for dissipating wave energy
KR950011771A (en) Breakwater caisson
JPS59646B2 (en) floating wave bank
US4231680A (en) Breakwaters
JPH06212611A (en) Breakwater
JP4767433B2 (en) Seawater exchange breakwater
JPH0799011B2 (en) Sea area control structure
SU791827A1 (en) Mooring wall with wave-breaking device
EP2504496B1 (en) Vertical maritime structure with multiple unit chambers for attenuation of wave reflection
KR100394342B1 (en) Breakwater exchanging seawater using of buoyancy pontoon
Cook Models for nearshore sand transport
JP3112741B2 (en) breakwater
SU1133328A1 (en) Shore-protecting breakwater
JPH0860634A (en) Submarine fixed type penetrating wave dissipating revetment
JP2587512B2 (en) Floating breakwater
JPS5913605B2 (en) floating wave bank
KR200235677Y1 (en) Breakwater exchanging seawater using of buoyancy pontoon
JP2000319840A (en) Sea water exchange type breakwater responding to fluctuation in tidal level
KR890008609Y1 (en) Culture of fish for device
JPS6016648Y2 (en) Frame type breakwater
RU2102558C1 (en) Fish-protection structure
JPH0410266Y2 (en)