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JPH0584767B2 - - Google Patents
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JPH0584767B2 - - Google Patents

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Publication number
JPH0584767B2
JPH0584767B2 JP63185452A JP18545288A JPH0584767B2 JP H0584767 B2 JPH0584767 B2 JP H0584767B2 JP 63185452 A JP63185452 A JP 63185452A JP 18545288 A JP18545288 A JP 18545288A JP H0584767 B2 JPH0584767 B2 JP H0584767B2
Authority
JP
Japan
Prior art keywords
seawall
artificial
land
sea
sand
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
JP63185452A
Other languages
Japanese (ja)
Other versions
JPH0238609A (en
Inventor
Toshio Sakuma
Masami Nashimoto
Hideyuki Sugiura
Akira Tate
Kenji Myake
Toshio Mizuno
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP18545288A priority Critical patent/JPH0238609A/en
Publication of JPH0238609A publication Critical patent/JPH0238609A/en
Publication of JPH0584767B2 publication Critical patent/JPH0584767B2/ja
Granted legal-status Critical Current

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  • Revetment (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、陸地から急激に水深が深くなる地域
に、人工的な砂浜を有する人工海浜を形成する親
水性護岸に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a hydrophilic seawall for forming an artificial beach having an artificial sandy beach in an area where water depth rapidly increases from the land.

〔従来の技術〕[Conventional technology]

従来、比較的遠浅な地形を利用して、人工海浜
が造られていたが、陸地から急激に水深が深くな
る地域に、人工海浜を形成することは考えられな
かつた。
Conventionally, artificial beaches have been built using relatively shallow topography, but it was unthinkable to build an artificial beach in an area where the water suddenly becomes deeper from the land.

しかしながら、このように従来考えられなかつ
た地域に人工海浜を形成するという要請が近年増
加してきており、特に海にかこまれた本邦におい
ては、このような要請が今後共増大する傾向にあ
る。
However, in recent years there has been an increase in requests to create artificial beaches in areas that were previously unthinkable, and especially in Japan, which is surrounded by the sea, such requests are likely to increase in the future.

〔発明の目的〕[Purpose of the invention]

本発明は、前記の要請にこたえるためになされ
たものであり、陸地から急激に水深が深くなる地
域に、波による影響が少なく、かつ外海からの海
水の循環が良好で、水遊びに適した人工海浜を形
成できる親水性護岸を提供することを目的とした
ものである。
The present invention was made in response to the above-mentioned demands, and is suitable for use in areas where the water depth rapidly increases from the land, where there is little influence from waves, where there is good circulation of seawater from the open sea, and which is suitable for water play. The purpose is to provide a hydrophilic seawall that can form a beach.

〔発明の概要〕[Summary of the invention]

上記の目的を達成するための本発明の親水性護
岸は、陸地から所定の距離をへだてた海中に、海
水面より高い複数のセルの間に、海水面より低い
アーク部を配列し、それらを密着させて鋼板また
は鋼矢板を用いたセル式護岸を構築し、このセル
式護岸際ではアーク部より低く位置するように該
護岸の陸地側内に砂を投入することにより、その
砂の投入部を人工海浜に形成することを特徴とし
たものであり、外海からの波はアーク部のセルと
セルとの間の狭隘部から流入することで、その勢
力が減衰され、かつ、その人工海浜の海水は常に
外部と循環し、しかも砂もこの護岸により外部に
流出されることがない。
The hydrophilic seawall of the present invention to achieve the above object arranges arc parts lower than sea level between a plurality of cells higher than sea level in the sea at a predetermined distance from land, and By constructing a cellular revetment using steel plates or sheet piles in close contact with each other, and by injecting sand into the land side of the revetment so that it is located lower than the arc portion near the cellular revetment, The artificial beach is characterized by the fact that waves from the open sea flow in from the narrow area between the cells in the arc section, so that their force is attenuated and the waves from the open sea are Seawater always circulates with the outside, and the seawall prevents sand from flowing out.

〔実施例〕〔Example〕

以下図面を参照して本発明の実施例を説明する
が、第1図は本発明の一実施例における親水性護
岸周辺の側断面図であり、第2図は第1図の平面
図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side sectional view of the vicinity of a hydrophilic seawall in an embodiment of the present invention, and FIG. 2 is a plan view of FIG. 1. .

まず、この親水性護岸は、陸地1から急激に水
深が深くなる地域に設けられるものであり、陸地
1から所定の距離をへだてた海中Wに、鋼板セル
または鋼矢板セル等のセル2と、そのアーク部3
とを交互に配列し、それらを密着させて打設した
セル式護岸を構築し、その各セル2を海水面W.L
より高くする一方、その各アーク部3の天端3A
を海水面W.Lよりも低くしている。
First, this hydrophilic seawall is installed in an area where the water depth rapidly increases from the land 1, and cells 2 such as steel plate cells or steel sheet pile cells are placed in the sea W separated from the land 1 by a predetermined distance. The arc part 3
A cellular seawall is constructed by arranging these cells alternately and placing them in close contact with each other, and each cell 2 is set at sea level WL.
While making it higher, the top end 3A of each arc portion 3
is lower than sea level WL.

次に、上記のごとく打設されたセル式護岸の陸
地1側の内部に、この護岸の際ではアーク部3よ
り低く位置するように、適量の砂Sを投入して、
人工砂浜を有する人工海浜を形成している。
Next, an appropriate amount of sand S is poured into the interior of the land 1 side of the cellular revetment that has been cast as described above, so that it is located lower than the arc portion 3 during this revetment.
It forms an artificial beach with artificial sand.

なお、打設後のセル2及びアーク部3の底部周
辺は被覆石4で覆つて洗堀りを防止すると共に、
必要に応じてセル2の上部には連絡橋5を架設し
たり、第2図の6で示すごとき多目的ステージを
設けてもよく、更にセル2上と陸地1側との間に
渡橋8を設け、各種海浜レジヤー施設として利用
できる。
In addition, the area around the bottom of the cell 2 and arc portion 3 after pouring is covered with a covering stone 4 to prevent scour, and
If necessary, a connecting bridge 5 may be constructed above the cell 2, or a multipurpose stage as shown by 6 in FIG. It can be used as a variety of beach leisure facilities.

以上のごとく、本発明では外海からの波は、そ
の一部が海水面より高いセル2により侵入を遮ら
れると共に、残りが海水面より低いアーク部3の
天端3A上に侵入し、隣り合うセル2の狭い間隔
を進入する間にそのエネルギーが奪われるので、
人工海浜にはおだやかな状態の波が侵入すること
になる。
As described above, in the present invention, waves from the open sea are partially blocked from entering by the cell 2 which is higher than the sea level, and the rest enters onto the top end 3A of the arc portion 3 which is lower than the sea level, and Since its energy is taken away while entering the narrow space of cell 2,
The artificial beach will be invaded by calm waves.

また、この人工海浜中の海水は、常に外海から
の新鮮なものと循環されることになる。
In addition, the seawater in this artificial beach will always be recycled with fresh water from the open sea.

更に、本発明の護岸では、セル2とアーク部3
とが交互に密着して切れ目がなく構築され、かつ
この護岸の際ではアーク部3より低く位置するよ
うにこの護岸の陸地側に砂Sを投入してるので、
砂Sが人工海浜の外部へ流失することが防止で
き、人工砂浜が保全できる。
Furthermore, in the seawall of the present invention, the cells 2 and the arc portions 3
The seawalls are constructed in close contact with each other without any breaks, and at the time of this seawall, sand S is placed on the land side of this seawall so that it is located lower than the arc part 3.
The sand S can be prevented from being washed away to the outside of the artificial beach, and the artificial beach can be preserved.

なお、上記のセル式護岸の両端は、図中には示
していないがそれぞれ陸地1に適宜に接続される
ものとする。
Although not shown in the figure, both ends of the above-mentioned cellular seawall are connected to the land 1 as appropriate.

〔発明の効果〕〔Effect of the invention〕

以上に説明したごとく、本発明によれば、陸地
から急激に水深が深くなる地域に人工海浜を形成
することが可能になり、外海からの波は、一部が
海水面より高いセルにより侵入を遮られると共
に、残りが海水面より低いアーク部の天端上に侵
入し、隣り合うセルの狭い間隔を進入する間に波
のエネルギーが奪われるので、人工海浜に侵入す
る波は常に穏やかであり、安全で快適な水遊びに
適した人工砂浜を有する人工海浜が得られる。
As explained above, according to the present invention, it is possible to form an artificial beach in an area where the water depth rapidly increases from the land, and waves from the open sea are prevented from invading by the cells, some of which are higher than the sea level. Waves that enter an artificial beach are always calm because they are intercepted and the remainder enters above the top of the arc below sea level, and the energy of the wave is taken away while entering the narrow gap between adjacent cells. , an artificial beach having artificial sand suitable for safe and comfortable water play can be obtained.

また、天端が海水面より低いアーク部から海水
が出入り自在なので、人工海浜には外海から常に
新鮮な海水が供給され、良好な自然環境が維持で
きる。
In addition, since seawater can freely flow in and out of the arc section whose top is lower than the sea level, the artificial beach is always supplied with fresh seawater from the open sea, allowing a good natural environment to be maintained.

更に、この護岸はセルとアーク部が密着して切
れ目なく構築し、かつこの護岸の際ではアーク部
より低く位置するように砂を投入して人工砂浜を
形成するので、砂の外部への流失を防止でき、人
工砂浜が保全できるという効果がある。
Furthermore, this revetment is constructed with the cells and arc portions in close contact with each other without any breaks, and at the time of this revetment, sand is placed lower than the arc portion to form an artificial sand beach, so sand is not washed away to the outside. This has the effect of preventing sandy beaches and preserving artificial beaches.

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

第1図は本発明の一実施例における親水性護岸
周辺の側断面図であり、第2図は第1図の平面図
である。 1…陸地、2…セル、3…アーク部、3A…天
端、S…砂、W.L…海水面、W…海中。
FIG. 1 is a side sectional view of the vicinity of a hydrophilic seawall in an embodiment of the present invention, and FIG. 2 is a plan view of FIG. 1. 1...land, 2...cell, 3...arc, 3A...top, S...sand, WL...sea level, W...underwater.

Claims (1)

【特許請求の範囲】[Claims] 1 陸地から所定の距離をへだてた海中に、海水
面より高い複数のセルの間に、海水面より低いア
ーク部を配列し、それらを密着させてセル式護岸
を構築し、このセル式護岸際ではアーク部より低
く位置するように該護岸の陸地側内に砂を投入し
て人口砂浜を形成した親水性護岸。
1. Construct a cellular seawall by arranging arc parts lower than sea level between multiple cells higher than sea level in the sea at a predetermined distance from land, and making them stick together. This is a hydrophilic seawall in which sand is poured into the land side of the seawall so as to be located lower than the arc part to form an artificial sandy beach.
JP18545288A 1988-07-27 1988-07-27 Hydrophilic revetment Granted JPH0238609A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18545288A JPH0238609A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18545288A JPH0238609A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Publications (2)

Publication Number Publication Date
JPH0238609A JPH0238609A (en) 1990-02-08
JPH0584767B2 true JPH0584767B2 (en) 1993-12-03

Family

ID=16171046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18545288A Granted JPH0238609A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Country Status (1)

Country Link
JP (1) JPH0238609A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0745726B2 (en) * 1985-08-05 1995-05-17 博 西野 Revetment
JPS6363807A (en) * 1986-09-05 1988-03-22 Sumitomo Metal Ind Ltd Permeation type breakwater consisting of steel shell structure

Also Published As

Publication number Publication date
JPH0238609A (en) 1990-02-08

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