JPH0462214A - Artificial beach - Google Patents

Artificial beach

Info

Publication number
JPH0462214A
JPH0462214A JP17192790A JP17192790A JPH0462214A JP H0462214 A JPH0462214 A JP H0462214A JP 17192790 A JP17192790 A JP 17192790A JP 17192790 A JP17192790 A JP 17192790A JP H0462214 A JPH0462214 A JP H0462214A
Authority
JP
Japan
Prior art keywords
beach
dam
weir
artificial
revetment
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
JP17192790A
Other languages
Japanese (ja)
Other versions
JP3007938B2 (en
Inventor
Chiaki Niwa
千明 丹羽
Tadashi Otsuki
大槻 忠
Atsushi Watanabe
敦 渡辺
Toshihiko Tanizoe
谷添 利彦
Chiaki Oi
大井 千秋
Isao Uehara
上原 功
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.)
WAKACHIKU KENSETSU KK
Shimizu Construction Co Ltd
Fujita Corp
Daito Kogyo Co Ltd
Kurita Water Industries Ltd
Taiyo Kogyo Co Ltd
Toa Corp
Shimizu Corp
Sumitomo Construction Co Ltd
Nihon Solid Co Ltd
Original Assignee
WAKACHIKU KENSETSU KK
Shimizu Construction Co Ltd
Fujita Corp
Daito Kogyo Co Ltd
Kurita Water Industries Ltd
Taiyo Kogyo Co Ltd
Toa Corp
Shimizu Corp
Sumitomo Construction Co Ltd
Nihon Solid Co 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 WAKACHIKU KENSETSU KK, Shimizu Construction Co Ltd, Fujita Corp, Daito Kogyo Co Ltd, Kurita Water Industries Ltd, Taiyo Kogyo Co Ltd, Toa Corp, Shimizu Corp, Sumitomo Construction Co Ltd, Nihon Solid Co Ltd filed Critical WAKACHIKU KENSETSU KK
Priority to JP2171927A priority Critical patent/JP3007938B2/en
Publication of JPH0462214A publication Critical patent/JPH0462214A/en
Application granted granted Critical
Publication of JP3007938B2 publication Critical patent/JP3007938B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Revetment (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

PURPOSE:To effectively utilize remaining land by a method in which the bank of revetment and steep beach, a dam consisting of microorganismcontact material provided in the surrounding sea area, and a beach-forming material consisting of microorganism-contact material provided between the bank and the dam are provided. CONSTITUTION:A semi-circular dam 2 is formed offshore of an existing revetment 1, and the dam 2 made of crushed stones of a trapezoidal cross section as microorganism-contact material is fixed to the seabed. A beach-forming material 3 such as crushed stone or gravel as microorganism-contact material is deposited between the revetment 1 and the dam 2 in such a way as to lower its surface toward the dam 2 from the revetment 1. The surface of the material 3 is made higher than sea surface L at high tide and the lowest bottom is made lower than the dam 2. Sea water passing through the material 3 and the dam 2 is clarified biologically. The remaining land can thus be effectively utilized by forming artificial beach around the existing revetment.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、急峻な海浜や護岸べりに造成するのに好適な
構造を有しかつ自己浄化能力を有する人工海浜に関する
DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to an artificial beach having a structure suitable for construction on a steep beach or seawall and having self-cleaning ability.

「従来の技術およびその課題」 近年、都市部の港湾は埋め立てが進み、水辺は人工的な
直立護岸で囲われ、産業優先、機能優先の海辺が形成さ
れてきた。これに対して、自然を取り戻し生活に潤いを
与えるために、水に親しめる海浜を求める社会的ニーズ
が日増しに高まっている。
``Conventional technology and its challenges'' In recent years, urban ports have been reclaimed, and waterfronts have been surrounded by artificial upright seawalls, creating seashores that prioritize industry and functionality. In response, there is a growing social need for beaches where people can enjoy the water in order to restore nature and enrich their lives.

特に、近年では一時の高度経済成長期に数多く建設され
た海沿いの工場等が相次いで地方へ移転するなどして分
散し、護岸設備が残るのみとなりその有効な利用が望ま
れていた。
In particular, in recent years, many factories along the coast that were built during a period of rapid economic growth have been relocated to rural areas and dispersed, leaving only the seawall facilities remaining, and it has been desired to make effective use of them.

一方、海浜を造成する場合には、従来は、海水の流れを
遮り所望する造成場所で砂が沈降し易くしたり、砂等の
海浜造成材を投入していた。
On the other hand, when creating a beach, conventionally, the flow of seawater is blocked to make it easier for sand to settle at the desired location, or beach creation materials such as sand are used.

しかしながら、前記従来の人工海浜では、周辺の水質か
悪いと、造成した海浜も汚染されてしまい、水と親しめ
る空間とはならないため、都市部の水辺には不適当であ
る問題があった。
However, the conventional artificial beaches have the problem that if the surrounding water quality is poor, the created beach will be contaminated, making it impossible to enjoy the water, making it unsuitable for urban waterfronts.

本発明は前記事情に鑑みてなされたものであって、既設
護岸の跡地等を有効利用できるとともに、汚染され難い
人工海浜を提供することを目的としている。
The present invention has been made in view of the above circumstances, and aims to provide an artificial beach that can effectively utilize the site of an existing seawall and is less likely to be contaminated.

「課題を解決するための手段」 本発明の人工海浜は、護岸、急峻な海浜等の岸と、当該
岸から所定距離をおいた周辺海域に設けられた微生物接
触材からなる堰と、前記岸と堰との間に設けられた微生
物接触材からなる海浜造成材を備えた人工海浜であって
、前記海浜材は岸から堰へ向かうにしたがって表面が下
降するとともに、その先端部が前記堰よりも低くなるよ
うに設けられていることを特徴としている。
"Means for Solving the Problems" The artificial beach of the present invention comprises a bank such as a seawall or a steep beach, a weir made of a microbial contact material provided in the surrounding sea area at a predetermined distance from the bank, and and a weir, the surface of the beach material descends as it goes from the shore to the weir, and the tip of the beach material is lower than the weir. It is characterized by being set so that the height is also low.

また、府記海浜材として粒径の小さな砂等を用い、前記
堰と海浜造成材の界面に透水膜を設けた構成としてもよ
い。
Alternatively, a structure may be adopted in which sand or the like with a small particle size is used as the beach material, and a water-permeable membrane is provided at the interface between the weir and the beach construction material.

「作用」 嘲の干満によって、周辺海域の水位が上昇すると、海水
は堰と海浜造成材を通って岸側へ移動する経路と、堰の
上部を自由に移動する経路の2つの経路から人工海浜側
へ海水が移動する。そして、堰と海浜造成材を通過する
海水は、海浜造成材をなす割石等の表面に成長した生物
膜の作用で浄化される。
``Effect'' When the water level in the surrounding sea area rises due to the ebb and flow of water, seawater can move to the shore through the weir and beach construction materials, and the other way is to move freely above the weir. Seawater moves to the side. The seawater that passes through the weir and the beach building material is purified by the action of biofilms that have grown on the surfaces of the broken stones and other materials that make up the beach building material.

また、潮の干満によって、周辺海域の水位が下降すると
、海水は海浜造成材と堰を通って周辺海域側へ移動する
経路と、堰の上部を自由に移動する2つの経路から周辺
海域側へ海水が移動する。
In addition, when the water level in the surrounding sea area decreases due to the ebb and flow of the tide, seawater can move to the surrounding sea area through two routes: one path is to pass through the beach construction materials and the weir, and the other is to move freely above the weir. Seawater moves.

そして、海浜造成材と堰を通過する海水は、再び生物処
理を受けたあと、周辺海域へ流出させられる。
The seawater that passes through the beach construction materials and weir is then subjected to biological treatment again before being discharged into the surrounding sea area.

「実施例」 以下、本発明の実施例について、図面を参照して説明す
る。
"Embodiments" Examples of the present invention will be described below with reference to the drawings.

第1図は本発明の人工海浜の一実施例を示すものであっ
て、図中符号lは既設護岸である。そしてこの護岸1の
沖合には、堰2か半円状に設けられている 堰2は、図中実線で示す潜堤型としてもよいし、破線で
示すような堤防型としてもよい。堤防型とする場合は、
堰2および海浜造成材中を通過する海水量がより多くな
るため、浄化能がより発揮される。そして、この堰2は
、微生物接触材としての割石等の砕石を断面台形状に形
成されており、海底に固定されている。
FIG. 1 shows an embodiment of an artificial beach according to the present invention, and reference numeral 1 in the figure indicates an existing seawall. The weir 2, which is provided in a semicircular shape offshore from the seawall 1, may be of the submerged embankment type as shown by the solid line in the figure, or may be of the embankment type as shown by the broken line. When using an embankment type,
Since the amount of seawater passing through the weir 2 and the beach construction material increases, the purification ability is further exhibited. The weir 2 is made of crushed stone such as broken stone as a microorganism contacting material, and is formed into a trapezoidal cross section, and is fixed to the seabed.

護岸1と堰2の間には、微生物接触材としての作用を有
する割石、礫等の海浜造成材3が護岸から堰2に向かう
にしたがってその表面が下降していくように堆積されて
いる。そして、この海浜造成材3の表面は、満潮時にお
いても海面りより高くなるように設定されている。また
、海浜造成材3の最低部は、少なくとも堰2よりも低く
なるように設定されている。さらに、海浜造成材3を構
成する割石、礫等の間隙ないし表面には、微生物ないし
底生生物が棲息しており、ここを通過する海水を物理化
学的あるいは生物化学的に浄化する性質が備わっている
Between the seawall 1 and the weir 2, beach building materials 3 such as broken stones and gravel, which act as microbial contact materials, are deposited such that the surface thereof descends from the seawall toward the weir 2. The surface of this beach construction material 3 is set to be higher than the sea level even at high tide. Further, the lowest part of the beach construction material 3 is set to be lower than at least the weir 2. Furthermore, microorganisms and benthic organisms live in the gaps and surfaces of the broken stones and gravel that make up the beach construction material 3, and they have the property of physicochemically or biochemically purifying the seawater that passes through them. ing.

次に、本実施例の人工海浜における海水の出入りについ
て説明する。
Next, the inflow and outflow of seawater at the artificial beach of this embodiment will be explained.

まず、潮の干満によって、周辺海域5の水位が上昇する
と、海水は堰2と海浜造成材3を通って護岸側へ移動す
る経路と、堰2の上部を自由に移動する経路の2つの経
路から人工海浜側へ海水が移動する。そして、海浜造成
材3を通過する海水は、堰2および海浜造成材3をなす
割石等の表面に成長した生物膜の作用で浄化される。
First, when the water level in the surrounding sea area 5 rises due to the ebb and flow of the tide, seawater has two paths: one path to move toward the sea wall through the weir 2 and the beach construction material 3, and the other path to move freely over the top of the weir 2. Seawater moves from the beach to the artificial beach side. Seawater passing through the beach building material 3 is purified by the action of biofilms that have grown on the surfaces of the weir 2 and the broken stones that make up the beach building material 3.

また、潮の干満によって、周辺海域5の水位が下降する
と、海水は海浜造成材3と壜2を通って周辺海域側へ移
動する経路と、堰2の上部を自由に移動する2つの経路
から周辺海域側へ海水か移動する。そして、海浜造成材
3および堰2を通過する海水は、再び生物処理を受けた
あと、周辺海域51\流出させられる。
In addition, when the water level in the surrounding sea area 5 falls due to the ebb and flow of the tide, seawater flows through two routes: one path is to move to the surrounding sea area side through the beach construction material 3 and the bottle 2, and the other path is to move freely over the top of the weir 2. Seawater moves toward the surrounding sea area. Then, the seawater passing through the beach construction material 3 and the weir 2 undergoes biological treatment again and is then discharged into the surrounding sea area 51\.

本実施例の人工海浜によれば、工場の地方移転等に伴っ
て不要となった既設護岸の周辺に人工海浜を造成するこ
とができ、これまで深くて危険であるとされていた既設
護岸付近の有効な活用を図ることができる。
According to the artificial beach of this example, it is possible to create an artificial beach around the existing seawall that is no longer needed due to the relocation of factories to local areas, etc., and it is possible to create an artificial beach near the existing seawall that was previously considered to be deep and dangerous. can be used effectively.

また、護岸周辺海域の海水が、前記人工海浜の海浜造成
材3内を流通することによって浄化されて、きれいな水
辺を得ることができる。また、堰によって海浜造成材の
流出が防止されるので、長期に亙って安定した人工海浜
を得ることができる。
Moreover, the seawater in the sea area around the seawall is purified by flowing through the beach construction material 3 of the artificial beach, and a clean waterfront can be obtained. Furthermore, since the weir prevents beach construction materials from flowing out, it is possible to obtain a stable artificial beach over a long period of time.

さらに、前記基2を完全な潜堤とすれば、海浜周辺が囲
いこまれた感じになるのを避けることができ、視覚的に
も水辺の景観を楽しめるものとなる。
Furthermore, if the base 2 is a completely submerged embankment, the area around the beach can be avoided from feeling enclosed, and the waterside scenery can be visually enjoyed.

次に、本発明の人工海浜の他の実施例について第2図を
参照して説明する。なお、本実施例において前記実施例
と同様の構成となる部分については共通の符号を付して
その説明を省略する。
Next, another embodiment of the artificial beach of the present invention will be described with reference to FIG. 2. In this embodiment, parts having the same configuration as those in the previous embodiment are given the same reference numerals, and the explanation thereof will be omitted.

本実施例の人工海浜は、海浜造成材3として割石、礫よ
りも小径粒子の砂を用い、さらに、海浜造成材3と堰2
の界面にはメツシュシート等の防砂シート(透水膜)7
が設けられている。
The artificial beach of this embodiment uses sand with particles smaller in diameter than broken stones and gravel as the beach building material 3, and further includes the beach building material 3 and the weir 2.
Sand prevention sheet (water permeable membrane) such as mesh sheet 7 is placed at the interface of
is provided.

海浜造成材3として用いられている砂の粒子間、砂の表
面には、前記実施例と同様に微生物が棲息し、ここを通
過する海水を前記実施例の場合よりもさらに高い浄化効
率で浄化することができる。
Microorganisms live between the particles of the sand used as the beach construction material 3 and on the surface of the sand, as in the previous example, and the seawater passing through these areas is purified with higher purification efficiency than in the case of the previous example. can do.

本実施例の人工海浜では、潮の干満によって前記実施例
と同様に周辺海域の海水が移動して浄化される。
In the artificial beach of this embodiment, the seawater in the surrounding sea area is moved and purified by the ebb and flow of the tide, as in the previous embodiment.

本実施例の人工海浜によれば、前記実施例と同様の効果
を奏することかでき、さらに、高い浄化効率で岸の周辺
海域を浄化することができる。
According to the artificial beach of this embodiment, it is possible to achieve the same effects as those of the above-mentioned embodiments, and furthermore, it is possible to purify the sea area around the shore with high purification efficiency.

なお、本発明の人工海浜は、前記実施例のみに限られる
ことはなく、他の変形例も可能である。
Note that the artificial beach of the present invention is not limited to the above-mentioned embodiments, and other modifications are also possible.

たとえば、岸として既設護岸ではなく、急峻な海浜であ
っても適用可能である。
For example, the present invention can be applied even if the shore is not an existing seawall but is a steep beach.

「発明の効果」 請求項1記載の人工海浜は、護岸、急峻な海浜等の岸と
、当該岸から所定距離をおいた周辺海域に設けられた微
生物接触材からなる堰と、前記岸と堰との間に設けられ
た微生物接触材からなる海浜造成材を備え、前記海浜材
は岸から堰へ向かうにしたがって表面か下降するととも
に、その先端部が前記基よりも低くなるように設けられ
ている構成としたので、工場の地方移転等に伴って不要
となった既設護岸の周辺に人工海浜を造成することがで
き、これまで深くて危険であるとされていた既設護岸付
近の有効な活用、親水化を図ることができる。
"Effects of the Invention" The artificial beach according to claim 1 includes a shore such as a seawall or a steep beach, a weir made of a microbial contact material provided in the surrounding sea area at a predetermined distance from the shore, and a weir between the shore and the weir. A beach building material made of a microbial contact material is provided between the shore and the weir, and the surface of the beach material descends from the shore toward the weir, and the tip thereof is lower than the base. Because of this structure, it is possible to create an artificial beach around the existing seawall, which is no longer needed due to the relocation of factories to local areas, etc., and makes effective use of the area near the existing seawall, which was previously considered to be deep and dangerous. , hydrophilicity can be achieved.

また、護岸周辺海域の海水が、前記人工海浜の海浜造成
材内を流通することによって浄化されて、きれいな水辺
を得ることができる。また、堰によって海浜造成材の流
出が防止されるので、長期に亙って安定した人工海浜を
得ることができる。
Moreover, the seawater in the sea area around the seawall is purified by flowing through the beach construction material of the artificial beach, and a clean waterfront can be obtained. Furthermore, since the weir prevents beach construction materials from flowing out, it is possible to obtain a stable artificial beach over a long period of time.

さらに、前記基を完全な潜堤とすれば、海浜周辺が囲い
こまれた感じになるのを避けることができ、視覚的にも
水辺の景観を楽しめるものとなる。
Furthermore, if the base is a completely submerged embankment, the area around the beach can be avoided from feeling enclosed, and the waterside scenery can be visually enjoyed.

請求項2記載の人工海浜は、前記海浜材として粒径の小
さな砂等を用い、前記基と海浜造成材の界面に透水膜を
設けた構成としているので、高い浄化効率で岸の周辺海
域を浄化することができる。
The artificial beach according to claim 2 uses sand or the like with a small particle size as the beach material, and has a structure in which a water-permeable membrane is provided at the interface between the base and the beach construction material, so that the sea area around the shore can be purified with high purification efficiency. Can be purified.

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

第1図は本発明の一実施例を示す側断面図、第2図は本
発明の他の実施例を示す側断面図である。 L ・・・・・・海面。
FIG. 1 is a side sectional view showing one embodiment of the invention, and FIG. 2 is a side sectional view showing another embodiment of the invention. L...Sea level.

Claims (2)

【特許請求の範囲】[Claims] (1)護岸、急峻な海浜等の岸と、当該岸から所定距離
をおいた周辺海域に設けられた微生物接触材からなる堰
と、前記岸と堰との間に設けられた微生物接触材からな
る海浜造成材を備えた人工海浜であって、前記海浜材は
岸から堰へ向かうにしたがって表面が下降するとともに
、その先端部が前記堰よりも低くなるように設けられて
いることを特徴とする人工海浜。
(1) From a weir consisting of a microbial contact material installed on a shore such as a seawall or a steep beach, and in the surrounding sea area at a predetermined distance from the shore, and a microbial contact material installed between the shore and the weir. An artificial beach equipped with a beach creation material, characterized in that the surface of the beach material descends from the shore toward the weir, and the tip thereof is provided so as to be lower than the weir. An artificial beach.
(2)前記海浜材として粒径の小さな砂等を用い、前記
堰と海浜造成材の界面に透水膜を設けたことを特徴とす
る請求項1記載の人工海浜。
(2) The artificial beach according to claim 1, wherein sand or the like having a small particle size is used as the beach material, and a water-permeable membrane is provided at the interface between the weir and the beach construction material.
JP2171927A 1990-06-29 1990-06-29 Artificial beach Expired - Fee Related JP3007938B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2171927A JP3007938B2 (en) 1990-06-29 1990-06-29 Artificial beach

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2171927A JP3007938B2 (en) 1990-06-29 1990-06-29 Artificial beach

Publications (2)

Publication Number Publication Date
JPH0462214A true JPH0462214A (en) 1992-02-27
JP3007938B2 JP3007938B2 (en) 2000-02-14

Family

ID=15932422

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2171927A Expired - Fee Related JP3007938B2 (en) 1990-06-29 1990-06-29 Artificial beach

Country Status (1)

Country Link
JP (1) JP3007938B2 (en)

Also Published As

Publication number Publication date
JP3007938B2 (en) 2000-02-14

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