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JP2961223B2 - Artificial beach - Google Patents
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JP2961223B2 - Artificial beach - Google Patents

Artificial beach

Info

Publication number
JP2961223B2
JP2961223B2 JP17192490A JP17192490A JP2961223B2 JP 2961223 B2 JP2961223 B2 JP 2961223B2 JP 17192490 A JP17192490 A JP 17192490A JP 17192490 A JP17192490 A JP 17192490A JP 2961223 B2 JP2961223 B2 JP 2961223B2
Authority
JP
Japan
Prior art keywords
sea area
beach
layer
seawater
weir
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 - Fee Related
Application number
JP17192490A
Other languages
Japanese (ja)
Other versions
JPH0462211A (en
Inventor
千明 丹羽
敦 渡辺
利彦 谷添
千秋 大井
武男 中島
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.)
Shimizu Construction Co Ltd
Daito Kogyo Co Ltd
Taiyo Kogyo Co Ltd
Toa Corp
Sumitomo Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
Daito Kogyo Co Ltd
Taiyo Kogyo Co Ltd
Toa Corp
Sumitomo Construction 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 Shimizu Construction Co Ltd, Daito Kogyo Co Ltd, Taiyo Kogyo Co Ltd, Toa Corp, Sumitomo Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP17192490A priority Critical patent/JP2961223B2/en
Publication of JPH0462211A publication Critical patent/JPH0462211A/en
Application granted granted Critical
Publication of JP2961223B2 publication Critical patent/JP2961223B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

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。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an artificial beach having a structure suitable for forming steep beaches and seawalls and having a self-purifying ability.

「従来の技術」 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" In recent years, ports in urban areas have been reclaimed, the waterside has been surrounded by artificial upright seawalls, and seashores with priority on industry and functions have been formed. On the other hand, social needs for beaches that are close to water are increasing every day in order to restore nature and enrich life.

従来、海浜を造成する場合には、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。そしてこのように造成された人工
海浜は、単に海浜造成材が堆積されたものであった。
2. Description of the Related Art Conventionally, when creating a beach, the flow of seawater is interrupted to make it easier for sand to settle at a desired creation site, or a beach-forming material such as sand is supplied. And the artificial beach created in this way was simply a beach formation material deposited.

「発明が解決しようとする課題」 このような従来の人工海浜にあっては、多量の海浜造
成材が必要となるので急峻な海浜や護岸べりなど水深の
深い部分には造成できない問題があった。
"Problems to be Solved by the Invention" In such a conventional artificial beach, there is a problem that a large amount of beach building material is required, so that it cannot be formed in a deep sea depth such as a steep beach or seawall. .

また前記従来の人工海浜では、周辺海域の水質が悪い
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。
Further, in the conventional artificial beach, if the quality of the water in the surrounding sea area is poor, the created beach is also polluted, and it is not a space that can be familiar with water.

本発明は前記事情に鑑みてなされたもので、水深の深
い部分にも造成できるうえ、汚染され難い人工海浜を提
供することを目的とする。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an artificial beach which can be formed even in a deep water portion and is hardly polluted.

「課題を解決するための手段」 本発明の人工海浜は、周辺の海域から内部海域を仕切
ると共に周辺海域と内部海域とを連通する開口が下部に
形成された堰と、前記内部海域を堰の開口に続く下部領
域と上部領域とに仕切りかつ下部領域と上部領域とを連
通する連通孔が前記堰から離れた位置に形成された上下
仕切り部材と、前記下部領域に設けられた微生物付着用
充填材の層と、前記上下仕切り部材の上に設けられた砂
等の海浜造成材からなると層と、この海浜造成材からな
る層の表面の下降させることによって形成された海水貯
留部とによって構成されたものである。
Means for Solving the ProblemsThe artificial beach of the present invention is a weir in which an opening communicating with the surrounding sea area and the inner sea area is formed at the lower part while partitioning the inner sea area from the surrounding sea area, An upper and lower partitioning member formed at a position separated from the weir and a communication hole partitioning the lower region and the upper region following the opening and communicating the lower region and the upper region, and a filling for attaching microorganisms provided in the lower region A layer made of a beach building material such as sand provided on the upper and lower partition members, and a seawater reservoir formed by lowering the surface of the layer made of the beach building material. It is a thing.

また本発明の人工海浜では、前記海浜造成材として粒
径の大きな造成材と粒径の小さな造成材を用い、粒径の
小さな造成材によって表面側の層を形成し、この表面側
の層の中に粒径の大きな造成材を連続的に配置して、表
面側の層の内部に海水流路を形成すると良い。
Further, in the artificial beach of the present invention, a surface-side layer is formed with a small-particle-size laying material using a large-particle-size laying material and a small-particle-size lithographic material as the beach formation material. It is preferable to form a seawater flow channel inside the surface layer by continuously arranging a large particle forming material therein.

前記上下仕切り部材は、不透水性あるいは透水性の低
い材料で形成されることが望ましい。この上下仕切り部
材を形成する材料としては、剛性のある板体や、柔軟性
を有するシート等を例示できる。
The upper and lower partition members are desirably formed of a water-impermeable or low-water-permeable material. Examples of a material for forming the upper and lower partition members include a rigid plate, a flexible sheet, and the like.

また前記微生物付着用充填材には、セラミックスやプ
ラスチックを比表面積の大きな形状に成形したもの、直
径5〜20cm程度の礫、抗火石など、微生物膜が形成され
易いものであれば各種のものを利用できる。
In addition, as the filler for attaching microorganisms, various kinds of materials such as ceramics and plastics formed into a shape having a large specific surface area, gravels having a diameter of about 5 to 20 cm, anti-firestone, and the like can be used as long as a microorganism film is easily formed. Available.

「作用」 このような構造の人工海浜では、潮の干満によって周
辺海域の水位が上昇すると、周辺海域の海水が堰の開口
から内部海域の下部領域に流入する。下部領域には微生
物付着用充填材の層が設けられおり、下部領域を通過す
る海水は充填材の表面に成長した生物膜の作用で浄化さ
れる。この後この海水は堰の開口とは逆側に設けられた
上下仕切り部材の連通孔を通過して上部領域に流入し、
ついで海浜造成材からなる層を経て海水貯留部を達す
る。
[Operation] In the artificial beach having such a structure, when the water level in the surrounding sea area rises due to the ebb and flow of the tide, the seawater in the surrounding sea area flows into the lower area of the internal sea area from the opening of the weir. The lower region is provided with a layer of a microorganism-adhering filler material, and seawater passing through the lower region is purified by the action of a biofilm that has grown on the surface of the filler material. Thereafter, the seawater flows into the upper region through the communication holes of the upper and lower partition members provided on the opposite side to the opening of the weir,
Next, it reaches the seawater storage section through the layer made of beach construction materials.

他方、潮の干満により周辺海域の水位が下降すると、
内部海域の海水貯留部の水面の方が周辺海域より高くな
るので、この水位差によって海水貯留部の海水が海浜造
成材からなる層、上下仕切り部材の連通孔、そして内部
海域の下部領域の微生物付着用充填材からなる層を通過
して堰の開口から周辺海域に流出する。
On the other hand, when the water level in the surrounding sea area falls due to the ebb and flow of the tide,
Since the water level of the seawater storage section in the inner sea area is higher than the surrounding sea area, the difference in water level causes the seawater in the seawater storage section to be separated from the layer made of the beach building materials, the communication holes of the upper and lower partition members, and the microorganisms in the lower area of the inner sea area. After passing through the layer of the adhesion filler, it flows out of the weir opening into the surrounding sea area.

「実施例」 以下、図面を参照して本発明の人工海浜を詳しく説明
する。
"Example" Hereinafter, the artificial beach of the present invention will be described in detail with reference to the drawings.

第1図は本考案の人工海浜の一実施例を示すもので、
図中符号1は既設護岸である。そしてこの護岸1の沖合
には、堰2が設けられている。この堰2半円上に設けら
れており、周辺海域3から内部海域4を仕切っている。
この堰2は、潜堤部5と浮遊式遮蔽部6とによって構成
されている。潜堤部5は、断面台形状に形成されてお
り、海底に固定されている。また浮遊式遮蔽部6は、一
端が潜堤部5の頭部に固定された仕切りシート7とこの
仕切りシート7の他端に取り付けられたチューブ状の浮
き8とによって構成されている。そしてこの堰2の潜堤
部5には、周辺海域3と内部海域4とを連通する開口9
…が複数箇所形成されている。
FIG. 1 shows an embodiment of the artificial beach of the present invention.
Reference numeral 1 in the figure denotes an existing revetment. A weir 2 is provided offshore of the revetment 1. It is provided on the semicircle of the weir 2 and partitions the inner sea area 4 from the surrounding sea area 3.
The weir 2 is composed of a submerged bank 5 and a floating shield 6. The submerged bank 5 has a trapezoidal cross section and is fixed to the sea floor. The floating shield 6 is composed of a partition sheet 7 having one end fixed to the head of the submerged bank 5 and a tubular float 8 attached to the other end of the partition sheet 7. An opening 9 that connects the surrounding sea area 3 and the inner sea area 4 is provided in the submerged portion 5 of the weir 2.
Are formed at a plurality of locations.

この堰2によって仕切られた内部海域4は、上下仕切
り部材10よって下部領域11と上部領域12とに仕切られて
いる。下部領域11は、前記堰2の開口9…に直接連通す
るように形成されている。そしてこの下部領域11には、
微生物付着用充填材としての砕石が投入されて生物処理
層17が形成されている。この生物処理層17の上には、表
面を平坦化するためにやや細かい石が投入されている。
上下仕切り部材10は、一端側が前記堰2の潜堤部5の頭
部近傍に固定された厚手のゴムシート14と、このゴムシ
ート14の他端を護岸1に固定する固定板部15とによって
形成されている。こしてこの上下仕切り部材10は、下部
領域11に投入された石によって支えられている。またこ
の仕切り部材10の固定板部15には、下部領域11と上部領
域12とを連通する連通孔16…が形成されている。
The inner sea area 4 partitioned by the weir 2 is partitioned into a lower area 11 and an upper area 12 by upper and lower partition members 10. The lower region 11 is formed so as to directly communicate with the openings 9 of the weir 2. And in this lower region 11,
Crushed stone as a filler for attaching microorganisms is charged to form the biological treatment layer 17. On this biological treatment layer 17, slightly fine stones are put for flattening the surface.
The upper and lower partition members 10 include a thick rubber sheet 14 having one end fixed near the head of the submerged bank 5 of the weir 2, and a fixed plate 15 fixing the other end of the rubber sheet 14 to the seawall 1. Is formed. In this way, the upper and lower partition members 10 are supported by stones thrown into the lower region 11. In the fixed plate portion 15 of the partition member 10, communication holes 16 communicating the lower region 11 and the upper region 12 are formed.

この上下仕切り部材10の上には、砂礫層18が形成され
ている。砂礫層18は、細かい砂によって形成された被覆
層20は、砂に比較して粒径の大きな礫を連続的に配置す
ることにより形成された海水流路21…とによって形成さ
れている。
A gravel layer 18 is formed on the upper and lower partition members 10. The gravel layer 18 has a coating layer 20 formed of fine sand, and seawater channels 21 formed by continuously arranging gravel having a larger particle size than sand.

この砂礫層18は前記上下仕切り部材10の通孔16の設け
られた部分から離れた位置ほど薄く形成されている。そ
して砂礫層18が薄くなった部分は海水貯留部19となって
いる。
The gravel layer 18 is formed to be thinner at a position away from the portion where the through hole 16 of the upper and lower partition member 10 is provided. The thinned portion of the gravel layer 18 is the seawater storage section 19.

つぎにこの人工海浜における海水の出入りに付いて説
明する。
Next, the entry and exit of seawater on the artificial beach will be described.

まず、潮の干満によって周辺海域3の水位が上昇して
内部海域4の海水貯留部19側の水位より高くなると、こ
の水位差によって周辺海域3の海水が内部海域4に流入
する。周辺海域3の海水は、まず堰2の開口9…から内
部海域4の下部領域11に流入して、この下部領域11に形
成された生物処理層17を通過する。ここを通過する海水
は生物処理層17をなす充填材の表面に成長した生物膜の
作用で浄化される。この生物処理層17を通過した海水
は、堰2から離れた位置に設けられた上下仕切り部材10
の連通孔16…を経て上部領域12に流入する。その後この
海水は砂礫層18を通過して海水貯留部19に達する。
First, when the water level in the surrounding sea area 3 rises due to the ebb and flow of the tide and becomes higher than the water level on the seawater storage unit 19 side in the inside sea area 4, the seawater in the surrounding sea area 3 flows into the inside sea area 4 due to this water level difference. The seawater in the surrounding sea area 3 first flows into the lower area 11 of the inner sea area 4 from the openings 9 of the weir 2 and passes through the biological treatment layer 17 formed in the lower area 11. Seawater passing therethrough is purified by the action of the biofilm grown on the surface of the filler forming the biological treatment layer 17. The seawater that has passed through the biological treatment layer 17 is separated from the upper and lower partition members 10 provided at a position away from the weir 2.
Flows into the upper region 12 through the communication holes 16. Thereafter, the seawater passes through the gravel layer 18 and reaches the seawater storage unit 19.

ついで潮の干満により周辺海域3の水位が下降し、内
部海域4の海水貯留部19の方が周辺海域3より高くなる
と、この水位差によって海水貯留部19の海水が砂礫層1
8、生物処理層17を通過して、再び生物処理を受けたあ
と、堰2の開口9から周辺海域3に流出する。
Then, due to the ebb and flow of the tide, the water level in the surrounding sea area 3 drops, and the seawater storage section 19 in the internal sea area 4 becomes higher than the surrounding sea area 3. When the water level difference increases, the seawater in the seawater storage section 19 causes the seawater layer 1
8. After passing through the biological treatment layer 17 and undergoing biological treatment again, it flows out from the opening 9 of the weir 2 to the surrounding sea area 3.

このようにこの人工海浜は、周辺海域3と内部海域4
とが開口9を有する堰2で仕切られ、内部海域4が上下
仕切り部材10によって堰2の開口9に続く下部領域11と
上部領域12とに仕切られ、この上下仕切り部材10の前記
堰2から離れた位置に下部領域11と上部領域12が連通孔
16…によって通連されると共に、下部領域11に生物処理
層17を設けて上部領域12に砂礫層18を形成し、砂礫層18
を前記上下仕切り部材10の連通孔16から離れた位置でそ
の表面を下降させることによって海水貯留部19が形成さ
れたものなので、潮の干満により周辺海域3の水位が変
動によって周辺海域3堰2の開口9下部領域11の生
物処理層17上下仕切り部材10の連通孔16上部領域12
の砂礫層20海水貯留部19へと連なる海水の流れが発生
する。そして、その間に海水は生物処理層17の微生物付
着材表面に成長した微生物膜の作用で浄化される。
Thus, this artificial beach is composed of the surrounding sea area 3 and the inner sea area 4
Are separated by the weir 2 having the opening 9, and the inner sea area 4 is partitioned by the upper and lower partition members 10 into a lower region 11 and an upper region 12 following the opening 9 of the weir 2. Lower area 11 and upper area 12 are communication holes
16 and a biological treatment layer 17 is provided in the lower region 11 and a gravel layer 18 is formed in the upper region 12.
The seawater storage portion 19 is formed by lowering the surface of the upper and lower partition member 10 at a position away from the communication hole 16 so that the water level of the surrounding sea area 3 fluctuates due to ebb and flow of the tide. Opening 9 in the lower region 11 of the biological treatment layer 17 communicating hole 16 in the upper and lower partition member 10 upper region 12
The seawater flows to the gravel layer 20 and the seawater storage unit 19 of the seawater. In the meantime, the seawater is purified by the action of the microorganism film that has grown on the surface of the microorganism-adhering material of the biological treatment layer 17.

よってこの人工海浜によれば、周辺海域3の海水は上
部領域11に設けられた生物処理層17で浄化された後海水
貯留部19に流入することとなり、周辺海域3の水質が悪
い場合でも内部海域4を清浄に保つことができる。
Therefore, according to this artificial beach, the seawater in the surrounding sea area 3 flows into the seawater storage section 19 after being purified by the biological treatment layer 17 provided in the upper region 11, and even if the water quality in the surrounding sea area 3 is poor, The sea area 4 can be kept clean.

またこの人工海浜を設けると、内部海域4から浄化さ
れた海水周辺海域3に流出するので、周辺海域3の水質
も改善される。
In addition, when this artificial beach is provided, the water flows from the inner sea area 4 to the purified sea water surrounding sea area 3, so that the water quality of the surrounding sea area 3 is also improved.

さらにこの人工海浜では、内部海域4に上下仕切り部
材10を設けて、その上に砂礫層18を形成したので、造成
に必要な砂等の海浜造成材の量が大幅に減少する。よっ
てこの人工海浜は急峻な海浜や護岸べりなど水深の深い
部分にも造成し易いものとなる。
Further, in this artificial beach, since the upper and lower partition members 10 are provided in the inner sea area 4 and the gravel layer 18 is formed thereon, the amount of beach building material such as sand required for formation is greatly reduced. Therefore, the artificial beach can be easily formed in a deep portion such as a steep beach or seawall.

加えてこの人工海浜では砂で形成された被覆層20内に
礫を連続的に配置して海水流路21…を形成したので、潮
の干満によって海水が流動する際の抵抗が小となる。従
ってこの人工海浜は、海水の流動性が良好なものとな
る。
In addition, in this artificial beach, since the seawater channels 21 are formed by continuously arranging the gravel in the covering layer 20 made of sand, the resistance when the seawater flows due to the ebb and flow of the tide becomes small. Therefore, this artificial beach has good fluidity of seawater.

またこの人工海浜では、浮き8と仕切りシート7とか
らなる浮遊式遮蔽部によって堰2の上部を形成したの
で、堰2の高さは水面の高さに一致する。従ってこの人
工海浜は、内部海域4を仕切る堰2が目立たず、内部海
域4が囲い込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。
In addition, on this artificial beach, the upper part of the weir 2 is formed by the floating type shield part composed of the float 8 and the partition sheet 7, so that the height of the weir 2 matches the height of the water surface. Therefore, in this artificial beach, it is possible to avoid that the weir 2 partitioning the internal sea area 4 is inconspicuous and that the internal sea area 4 does not feel enclosed,
You can visually enjoy the waterside scenery.

「発明の効果」 以上説明したように本発明の人工海浜は、周辺の海域
から内部海域を仕切ると共に周辺海域と内部海域とを連
通する開口が下部に形成された堰と、前記内部海域を堰
の開口に続く下部領域と上部領域とに仕切りかつ下部領
域と上部領域とを連通する連通孔が前記堰から離れた位
置に形成された上下仕切り部材と、前記下部領域に設け
られた微生物付着用充填材の層と、前記上下仕切り部材
の上に設けられた砂等の海浜造成材からなる層と、この
海浜造成材からなる層の表面を下降させることによって
形成された海水貯留部とによって構成されたものであ
る。
[Effect of the Invention] As described above, the artificial beach of the present invention is a weir that partitions the inner sea area from the surrounding sea area and has an opening formed in the lower part that communicates the surrounding sea area and the inner sea area, and a weir formed by the inner sea area. An upper and lower partition member formed at a position separated from the weir and a communication hole separating the lower region and the upper region following the opening and communicating the lower region and the upper region, and for attaching microorganisms provided in the lower region. It is composed of a layer of a filler, a layer of a beach building material such as sand provided on the upper and lower partition members, and a seawater storage section formed by lowering the surface of the layer of the beach building material. It was done.

このような構成を有する本発明の人工海浜では、潮の
干満による周辺海域の水位変動によって周辺海域堰の
開口下部領域の生物処理層上下仕切り部材の連通孔
砂礫層海水貯留部へと連なる海水の流れが発生す
る。そして、その間に海水は下部領域に投入されている
微生物付着用充填材の表面に成長した微生物膜の作用で
浄化される。
In the artificial beach of the present invention having such a configuration, the seawater connected to the communicating hole gravel layer seawater storage part of the biological treatment layer upper and lower partition members in the lower area of the opening of the surrounding seawater weir due to the fluctuation of the water level in the surrounding seawater due to the ebb and flow of the tide. Flow occurs. In the meantime, the seawater is purified by the action of the microbial membrane that has grown on the surface of the filler for microbial adhesion that has been introduced into the lower region.

よって本発明の人工海浜によれば、周辺海域の海水が
生物処理層で浄化されたあと内部海域の海水貯留部に流
入することとなり、周辺海域の水質が悪い場合でも内部
海域を清浄に保つことができる。
Therefore, according to the artificial beach of the present invention, after the seawater in the surrounding sea area is purified by the biological treatment layer, it flows into the seawater storage unit in the inner sea area, and the inner sea area is kept clean even when the water quality in the surrounding sea area is poor. Can be.

また本発明の人工海浜を設けると、内部海域から浄化
された海水が周辺海域に流出するので、周辺海域の水質
も改善される。
In addition, when the artificial beach of the present invention is provided, purified seawater from the internal sea area flows out to the surrounding sea area, so that the water quality of the surrounding sea area is also improved.

また本発明の人工海浜では、内部海域に上下仕切り部
材を設けて、その上に砂礫層を形成したので、砂等の海
浜造成材の使用量が大幅に減少する。よって本発明の人
工海浜は急峻な海浜や護岸べりなどの水深の深い部分に
も造成し易いものとなる。
Further, in the artificial beach of the present invention, since the upper and lower partition members are provided in the inner sea area and the gravel layer is formed thereon, the usage of the beach building material such as sand is greatly reduced. Therefore, the artificial beach of the present invention can be easily formed even in a deep portion such as a steep beach or seawall.

また請求項2の人工海浜では、前記海浜造成材として
粒径の大きな造成材と粒径の小さな造成材を用い、粒径
の小さな造成材によって表面側の層を形成し、この表面
側の層の中に粒径の大きな造成材を連続的に配置して、
表面側の層の内部に海水流路を形成したので潮の干満に
よって海水が流動する際の抵抗が小となる。従ってこの
人工海浜は、海水の流動し易いものとなる。
Further, in the artificial beach according to claim 2, a surface-side layer is formed by a small-particle-size forming material using a large-particle-size forming material and a small-particle-size forming material as the beach-forming material. The arranging material of large particle size is continuously arranged in the
Since the seawater channel is formed inside the layer on the surface side, the resistance when seawater flows due to the ebb and flow of the tide becomes small. Therefore, this artificial beach becomes easy for seawater to flow.

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

第1図は本発明の人工海浜の一実施例を示す断面図であ
る。 2……堰 3……周辺海域 4……内部海域 9……開口 10……上下仕切り部材 11……上部領域 12……上部領域 16……連通孔 17……生物処理槽(微生物付着用充填材の層) 18……砂礫層(海浜造成材からなる層) 19……海水貯留部 20……被覆層(表面側の層) 21……海水流路
FIG. 1 is a sectional view showing an embodiment of the artificial beach of the present invention. 2 ... weir 3 ... surrounding sea area 4 ... internal sea area 9 ... opening 10 ... upper and lower partition member 11 ... upper area 12 ... upper area 16 ... communication hole 17 ... biological treatment tank (filling for microorganism attachment) Layer of wood 18) Sand and gravel layer (layer made of beach construction material) 19 ... Seawater storage unit 20 ... Cover layer (surface side layer) 21 ... Seawater flow channel

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 999999999 太陽工業株式会社 大阪府大阪市淀川区木川東4丁目8番4 号 (73)特許権者 999999999 大都工業株式会社 東京都江東区亀戸1丁目38番6号 (73)特許権者 999999999 日本ソリッド株式会社 東京都港区新橋2丁目16番1号 (73)特許権者 999999999 株式会社フジタ 東京都渋谷区千駄ヶ谷4丁目6番15号 (73)特許権者 999999999 若築建設株式会社 福岡県北九州市若松区浜町1丁目4番7 号 (72)発明者 丹羽 千明 東京都中央区京橋2丁目16番1号 清水 建設株式会社内 (72)発明者 渡辺 敦 東京都新宿区西新宿3丁目4番7号 栗 田工業株式会社内 (72)発明者 谷添 利彦 東京都新宿区荒木町13番地の4 住友建 設株式会社内 (72)発明者 大井 千秋 東京都江東区亀戸1丁目38番6号 大都 工業株式会社内 (72)発明者 中島 武男 東京都目黒区下目黒2丁目23番18号 若 築建設株式会社内 (58)調査した分野(Int.Cl.6,DB名) E02B 3/00 ──────────────────────────────────────────────────続 き Continued on the front page (73) Patent holder 999999999 Taiyo Kogyo Co., Ltd. 4-84-4 Kikawahigashi, Yodogawa-ku, Osaka-shi, Osaka (73) Patent holder 999999999 Daito Kogyo Co., Ltd. 1-chome Kameido, Koto-ku, Tokyo 38-6 (73) Patent holder 999999999 Nippon Solid Co., Ltd. 2-16-1, Shimbashi, Minato-ku, Tokyo (73) Patent holder 999999999 Fujita Co., Ltd. 4-6-115 Sendagaya, Shibuya-ku, Tokyo (73) Patent holder 999999999 Wakatsuki Construction Co., Ltd. 1-4-7, Hamacho, Wakamatsu-ku, Kitakyushu-shi, Fukuoka Prefecture (72) Inventor Chiaki Niwa 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Corporation (72) Inventor Atsushi Watanabe 3-4-7 Nishi-Shinjuku, Shinjuku-ku, Tokyo Kurita Kogyo Co., Ltd. (72) Inventor Toshihiko Tanzoe 4-13, Arakicho, Shinjuku-ku, Tokyo Sumitomo Construction (72) Inventor Chiaki Oi 1-36-6 Kameido, Koto-ku, Tokyo Daito Kogyo Co., Ltd. (72) Takeo Nakajima 2-23-18 Shimomeguro, Meguro-ku, Tokyo Wakatsuki Construction Co., Ltd. (58) Investigated field (Int.Cl. 6 , DB name) E02B 3/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】周辺の海域から内部海域を仕切ると共に周
辺海域と内部海域とを連通する開口が下部に形成された
堰と、前記内部海域を堰の開口に続く下部領域と上部領
域とに仕切りかつ下部領域と上部領域とを連通する連通
孔が前記堰から離れた位置に形成された上下仕切り部材
と、前記下部領域に設けられた微生物付着用充填材の層
と、前記上下仕切り部材の上に設けられた砂等の海浜造
成材からなる層と、こと海浜造成材からなる層の表面の
下降させることによって形成された海水貯留部とによっ
て構成されたことを特徴とする人工海浜。
1. A weir having an opening formed at a lower portion for partitioning an inner sea area from a surrounding sea area and communicating the surrounding sea area and the inner sea area, and dividing the inner sea area into a lower area and an upper area following the opening of the weir. And a communication hole communicating the lower region and the upper region is formed at a position separated from the weir, the upper and lower partition member, a layer of the microorganism-adhering filler provided in the lower region, An artificial beach, comprising: a layer made of a beach forming material such as sand provided in a seawater storage portion provided on a surface of the layer formed by lowering the surface of the layer made of the beach forming material.
【請求項2】前記海浜造成材として粒径の大きな造成材
と粒径の小さな造成材を用い、粒径の小さな造成材によ
って表面側の層を形成し、この表面側の層の中に粒径の
大きな造成材を連続的に配置して、表面側の層の内部に
海水流路を形成したことを特徴とする請求項1記載の人
工海浜。
2. A surface-side layer is formed by a small-particle-size forming material using a large-particle-size forming material and a small-particle-forming material as the beach forming material, and the surface-side layer is formed in the surface-side layer. The artificial beach according to claim 1, wherein a seawater channel is formed inside the layer on the surface side by continuously arranging the large-diameter forming materials.
JP17192490A 1990-06-29 1990-06-29 Artificial beach Expired - Fee Related JP2961223B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17192490A JP2961223B2 (en) 1990-06-29 1990-06-29 Artificial beach

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17192490A JP2961223B2 (en) 1990-06-29 1990-06-29 Artificial beach

Publications (2)

Publication Number Publication Date
JPH0462211A JPH0462211A (en) 1992-02-27
JP2961223B2 true JP2961223B2 (en) 1999-10-12

Family

ID=15932375

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17192490A Expired - Fee Related JP2961223B2 (en) 1990-06-29 1990-06-29 Artificial beach

Country Status (1)

Country Link
JP (1) JP2961223B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100817106B1 (en) * 2006-04-03 2008-03-26 원 회 양 Renovation method of breakwater and its breakwater

Also Published As

Publication number Publication date
JPH0462211A (en) 1992-02-27

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