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JPH0584768B2 - - Google Patents
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JPH0584768B2 - - Google Patents

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Publication number
JPH0584768B2
JPH0584768B2 JP63185453A JP18545388A JPH0584768B2 JP H0584768 B2 JPH0584768 B2 JP H0584768B2 JP 63185453 A JP63185453 A JP 63185453A JP 18545388 A JP18545388 A JP 18545388A JP H0584768 B2 JPH0584768 B2 JP H0584768B2
Authority
JP
Japan
Prior art keywords
caisson
seawall
land
artificial
beach
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
JP63185453A
Other languages
Japanese (ja)
Other versions
JPH0238610A (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 JP18545388A priority Critical patent/JPH0238610A/en
Publication of JPH0238610A publication Critical patent/JPH0238610A/en
Publication of JPH0584768B2 publication Critical patent/JPH0584768B2/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ぎ深くなる地
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 an artificial artificial body suitable for water play that is less affected by waves and has good circulation of seawater from the open sea in areas where the water rapidly becomes deeper from the land. 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、外
海側と陸地側の両面を海水面より低い位置で貫通
するスリツトを上部に有する、海水面より高いケ
ーソンからなる護岸を連続して構築し、ケーソン
際ではスリツトより低く位置するように護岸の陸
地側内に砂を投入することにより、その砂を投入
部を人工海浜に形成することを特徴としたもので
あり、外海からの波はケーソンのスリツトを通し
て流入することによりその勢力が減衰され、かつ
人工海浜の海水は常に外部と循環され、しかも砂
もこの護岸により外部に流出することがない。
To achieve the above object, the hydrophilic seawall of the present invention has a slit in the upper part that penetrates both the open sea side and the land side at a position lower than the sea level, in the sea at a predetermined distance from the land. By building a seawall consisting of caissons that are higher than the surface of the seawall and injecting sand into the land side of the seawall so that it is located lower than the slits at the edge of the caissons, the sand is used to form an artificial beach. The characteristics of this beach are that waves from the open sea flow in through the slits in the caisson and their force is attenuated, and the seawater on the artificial beach is constantly circulated with the outside, and sand also flows out through the seawall. do not have.

〔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、第2図は第1図の平面図、第
3図は第1図のケーソンの正面図である。
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, FIG. 2 is a plan view of FIG. 1, and FIG. is a front view of the caisson 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にケーソン2
を連続して設置することにより護岸を構築してい
るが、そのケーソン2の上部には、少なくとも下
端部が海水面W.Lより低い位置にあるスリツト3
を多数外海側と陸地側の両面を貫通して設けてい
る。
First, this hydrophilic seawall is installed in an area where the water depth rapidly increases from the land 1, and the caisson 2 is installed in the sea W at a predetermined distance from the land 1.
A seawall is constructed by installing slits in succession, and the upper part of caisson 2 has slits 3 whose lower ends are at least lower than sea level WL.
A large number of them are installed, penetrating both the open sea side and the land side.

なお、この実施例では、ケーソン2の内部で複
数のスリツト3同志を連通させており、第1図及
び第2図において矢印Aで示すのはこのスリツト
3を通してケーソン2内を通過する海水流路であ
る。
In this embodiment, a plurality of slits 3 are communicated with each other inside the caisson 2, and the arrow A in FIGS. It is.

また、設置されたケーソン2の底部の前面には
洗掘り防止用の被覆石4が敷設されるが、ケーソ
ン2の底部には捨石マウンド5が設けられ、さら
にケーソン2の陸地1側には裏込石6が敷設され
ている。
In addition, a covering stone 4 is laid on the front of the bottom of the installed caisson 2 to prevent scouring, but a rubble mound 5 is provided on the bottom of the caisson 2, and a backing is provided on the land 1 side of the caisson 2. Paving stone 6 has been laid.

次に、上記のごとく設置されたケーソン2によ
る陸地1側の内部にケーソン2際ではスリツト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, inside the land 1 side of the caisson 2 installed as described above, a slit 3 is inserted at the edge of the caisson 2.
An appropriate amount of sand S is put in so that it is located lower, thereby forming an artificial beach having an artificial sand beach.

以上のごとく本発明では、ケーソン2の上部に
設けたスリツト3で侵入してくる外海からの波の
エネルギーを減少させるので、人工海浜の区域は
静穏な状態となり、また、人工海浜中の海水は常
に外海からの新鮮なものと海水面より低い位置の
スリツト3を介して循環されることになる。
As described above, in the present invention, the slit 3 provided in the upper part of the caisson 2 reduces the energy of waves invading from the open sea, so the area of the artificial beach becomes calm, and the seawater in the artificial beach is Fresh food from the open sea is always circulated through the slit 3 located below sea level.

また、必要に応じて、ケーソン2の天端を遊歩
道や魚釣場として利用することもできるが、ケー
ソン2の両端は図中に示してはいないが、それぞ
れが陸地1と適宜に接続されるものとする。
Also, if necessary, the top of caisson 2 can be used as a promenade or fishing spot, but both ends of caisson 2 are not shown in the diagram, but each can be connected to land 1 as appropriate. shall be taken as a thing.

更に、本発明では、ケーソン2を連続して設置
し、かつケーソン2際ではスリツト3より低く位
置するように砂Sを投入し人工砂浜を形成するの
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 present invention, the caissons 2 are installed in succession, and the sand S is placed at a position lower than the slit 3 at the edge of the caisson 2 to form an artificial beach, so that the sand S is not washed away to the outside of the artificial beach. It is possible to prevent this and preserve the artificial beach.

〔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、外海からの波はスリツト
を通過することでそのエネルギーを失うので、人
工海浜には常に穏やかな波が侵入し、安全で快適
な水遊びに適する人工砂浜を有する人工海浜が得
られるという効果がある。そして、海水面より低
い位置にあるスリツトを通じて海水が出入り自在
なので、人工海浜は常に新鮮な海水が循環し、良
好な自然環境が維持できる。
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 lose their energy by passing through the slits. The artificial beach has the effect of being constantly penetrated by gentle waves and having an artificial beach with artificial sand suitable for safe and comfortable water play. Since seawater can freely flow in and out through the slits located below sea level, fresh seawater is constantly circulating at the artificial beach, allowing a good natural environment to be maintained.

また、ケーソン際ではケーソンの上部にあるス
リツトより低く位置するように、護岸の陸地側に
砂を投入して人工砂浜を形成するので、砂の外部
への流失が防止され、人工砂浜が保全できる。
In addition, at the edge of the caisson, sand is placed on the land side of the seawall so that it is located lower than the slits at the top of the caisson to form an artificial beach, which prevents sand from being washed away to the outside and preserves the artificial beach. .

更に、海水面より高いケーソンの天端は、釣
場、散歩道その他レジヤー施設等に有効利用でき
る。
Furthermore, the top of the caisson, which is higher than sea level, can be effectively used as a fishing spot, walking path, and other leisure facilities.

なお、本発明では、護岸としてケーソンを用い
ているので、波浪の大きな沿岸に対しても適用で
きるという利点もある。
In addition, in the present invention, since a caisson is used as a seawall, there is also the advantage that it can be applied to coasts with large waves.

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

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、第2図は第1図の平面図、第3
図は第1図のケーソンの正面図である。 1…陸地、2…ケーソン、3…スリツト、S…
砂、W…海中、W.L…海水面。
FIG. 1 is a side sectional view of the vicinity of a hydrophilic seawall in one embodiment of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG.
The figure is a front view of the caisson of FIG. 1. 1...land, 2...caisson, 3...slit, S...
Sand, W...underwater, WL...sea level.

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、外海
側と陸地側の両面を海水面より低い位置で貫通す
るスリツトを上部に有する、海水面より高いケー
ソンからなる護岸を構築し、ケーソン際ではスリ
ツトより低く位置するように護岸の陸地側内に砂
を投入して人工砂浜を形成した親水性護岸。
1. Construct a seawall consisting of a caisson that is higher than sea level and has a slit at the top that penetrates both the open sea side and the land side at a position below sea level, in the sea at a specified distance from land, and A hydrophilic seawall that creates an artificial sandy beach by inserting sand into the land side of the seawall so that it is located lower.
JP18545388A 1988-07-27 1988-07-27 Hydrophilic revetment Granted JPH0238610A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18545388A JPH0238610A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18545388A JPH0238610A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Publications (2)

Publication Number Publication Date
JPH0238610A JPH0238610A (en) 1990-02-08
JPH0584768B2 true JPH0584768B2 (en) 1993-12-03

Family

ID=16171062

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18545388A Granted JPH0238610A (en) 1988-07-27 1988-07-27 Hydrophilic revetment

Country Status (1)

Country Link
JP (1) JPH0238610A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4869037B2 (en) * 2006-11-20 2012-02-01 中国電力株式会社 Caisson wave-dissipating structure

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
JPS63176511A (en) * 1987-01-19 1988-07-20 Penta Ocean Constr Co Ltd Permeation-type sea area control structure

Also Published As

Publication number Publication date
JPH0238610A (en) 1990-02-08

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