Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2544696B2 - Seawater purification equipment - Google Patents
[go: Go Back, main page]

JP2544696B2 - Seawater purification equipment - Google Patents

Seawater purification equipment

Info

Publication number
JP2544696B2
JP2544696B2 JP4352698A JP35269892A JP2544696B2 JP 2544696 B2 JP2544696 B2 JP 2544696B2 JP 4352698 A JP4352698 A JP 4352698A JP 35269892 A JP35269892 A JP 35269892A JP 2544696 B2 JP2544696 B2 JP 2544696B2
Authority
JP
Japan
Prior art keywords
filter
seawater
water
sand
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 - Fee Related
Application number
JP4352698A
Other languages
Japanese (ja)
Other versions
JPH06173232A (en
Inventor
裕作 田中
哲行 桂川
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.)
Toray Engineering Co Ltd
Original Assignee
Toyo 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 Toyo Construction Co Ltd filed Critical Toyo Construction Co Ltd
Priority to JP4352698A priority Critical patent/JP2544696B2/en
Publication of JPH06173232A publication Critical patent/JPH06173232A/en
Application granted granted Critical
Publication of JP2544696B2 publication Critical patent/JP2544696B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Filtration Of Liquid (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、海水を広域に浄化する
ための海水浄化装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawater purification device for purifying seawater over a wide area.

【0002】[0002]

【従来の技術】近年、埋立、海岸整備等により自然の海
岸線が失われ、かつ工場排水、生活排水等により海水の
汚濁が進んでいることから、人が海とふれ合うことがで
きる、いわゆる親水海浜が減少している。そこで最近、
既存の海岸線を含む沿岸の一部を護岸で囲み、この護岸
に海水浄化機能をもたせて、その内側をレクレーション
水域として提供することが行われている。
2. Description of the Related Art In recent years, natural coastlines have been lost due to landfills, coastal improvements, etc., and pollution of seawater is progressing due to factory drainage, domestic drainage, etc., so that people can interact with the sea. Is decreasing. So recently
A part of the coast including the existing coastline is surrounded by a revetment, and this revetment is provided with a seawater purification function, and the inside is provided as a recreational water area.

【0003】そして従来、上記護岸に浄化機能をもたせ
るため、該護岸を透水性(透過型)の構造物で形成し、
この構造物内に礫を保持して潮の干満により礫内に海水
を流通させ、いわゆる礫間接触酸化を利用して海水を浄
化する試みが一部でなされている。
Conventionally, in order to give the above-mentioned revetment a purifying function, the revetment is formed of a water-permeable (permeable) structure,
Some attempts have been made to retain gravel in this structure and cause the seawater to flow through the gravel due to the ebb and flow of the tide, and to purify the seawater by utilizing the so-called inter-gravel contact oxidation.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記礫
間接触酸化を利用する対策によれば、浄化性能がいま一
つ不足するため、汚濁負荷が大きい場合にレクレーショ
ン水域内への清浄な海水確保が不充分となり、その上、
目詰まりを起こし易くて長期的に浄化性能を維持するの
が困難であるという問題があった。
However, according to the measures using the above-mentioned catalytic oxidation between gravel, the purification performance is still insufficient, so that it is possible to secure clean seawater in the recreational water area when the pollution load is large. Becomes insufficient, and on top of that,
There is a problem that clogging is likely to occur and it is difficult to maintain the purification performance for a long period of time.

【0005】本発明は、上記従来の問題点に鑑みてなさ
れたもので、浄化性能に優れしかも長期的な性能維持に
も容易に対応できる海水浄化装置を提供することを目的
とする。
The present invention has been made in view of the above conventional problems, and an object of the present invention is to provide a seawater purification apparatus which is excellent in purification performance and can easily cope with long-term performance maintenance.

【0006】[0006]

【課題を解決するための手段】 本発明は、上記目的を
達成するため、浄化水域を、通水路を有する固定構造物
で囲み、該固定構造物の通水路内にろ材を納めた濾過器
を脱着自在に配置し、さらに前記固定構造物の沖側水域
に該固定構造物の通水路を遮蔽するように砂浜を造成し
ことを特徴とする。
In order to achieve the above object, the present invention provides a filter in which a purified water area is surrounded by a fixed structure having a water passage, and a filter medium is housed in the water passage of the fixed structure. It is arranged so that it can be detached and attached, and the water area offshore of the fixed structure
The sand beach was constructed to cover the water passage of the fixed structure.
Characterized in that was.

【0007】[0007]

【作用】 上記のように構成した海水浄化装置において
は、潮の干満により固定構造物の通水路内を海水が流通
する際、海水に含まれる汚濁物質が濾過器内のろ材また
は砂浜の砂に強制的に捕捉される。しかも、ろ材の目詰
まりに応じて濾過器を交換または清掃するにより恒久的
に浄化性能を維持できる。
[Action] In seawater purifying apparatus constructed as described above, when the circulating seawater through the water passage of the fixed structure by tides, filter media pollutants contained in sea water in the filter also
Is forcibly captured by sand on the beach . Moreover, the purifying performance can be maintained permanently by replacing or cleaning the filter according to the clogging of the filter medium.

【0008】[0008]

【実施例】以下、本発明の実施例を添付図面にもとづい
て説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0009】図1ないし図3は、本発明の第1実施例を
示したものである。これらの図において、1は、本発明
にかゝる海水浄化装置であり、既存の海岸線Lを含む沿
岸の一部を弓形に囲んで、その内側に閉鎖水域(内水
面)aを形成している。本海水浄化装置1は、海底に設
けた捨石マウンド2上に連続に据付けられた固定構造物
としての複数の透過型ブロック3と、このブロック3よ
り沖合水域(外水面)b側において該ブロックに沿って
造成された砂浜4とから概略構成されている。
1 to 3 show a first embodiment of the present invention. In these figures, 1 is a seawater purification apparatus according to the present invention, which encloses a part of the coast including the existing coastline L in an arc shape and forms a closed water area (inner water surface) a inside thereof. There is. The seawater purification apparatus 1 includes a plurality of permeable blocks 3 as fixed structures continuously installed on a rubble mound 2 provided on the seabed, and an offshore water area (outer water surface) b side of the block 3 to the blocks. It is roughly composed of a sandy beach 4 constructed along it.

【0010】上記透過型ブロック3は、箱体状のブロッ
ク本体5を備えている。このブロック本体5は、その内
部が底壁6によって上下二室に仕切られると共に、格子
状に配置した複数の立壁7によって平面方向へ六室に仕
切られている(図2)。この平面方向へ仕切られた六室
のうち、外水面b側に位置する三室は内水面a側に位置
する三室よりも小断面の小室8とされており、この小室
8には後述する濾過器10が納められるようになってい
る。また、前記内・外三室を仕切る立壁7と、内・外水
面a,bに面するブロック本体5の側壁5a,5bには
上下方向に延ばして多数のスリット9が形成されてい
る。これらスリット9とブロック本体5の上室は通水路
を構成し、該通水路を経て内・外水面a,bの間で海水
が流通するようになる。
The transparent block 3 has a box-shaped block body 5. The inside of the block main body 5 is divided into two chambers, an upper chamber and a lower chamber, by a bottom wall 6 and six chambers in a plane direction by a plurality of standing walls 7 arranged in a grid pattern (FIG. 2). Of the six chambers partitioned in the plane direction, three chambers located on the outer water surface b side are small chambers 8 having a smaller cross section than the three chambers located on the inner water surface a side. Ten is to be paid. A plurality of slits 9 are formed in the standing wall 7 for partitioning the inner and outer chambers and the side walls 5a and 5b of the block body 5 facing the inner and outer water surfaces a and b extending in the vertical direction. The slit 9 and the upper chamber of the block body 5 form a water passage, and seawater flows between the inner and outer water surfaces a and b through the water passage.

【0011】上記ブロック本体5の、底壁6によって仕
切られた下室には中詰材(こゝでは砂)11が充填され
ており、ブロック本体5は、その自重と中詰材11の重
量とにより捨石マウンド2上に定着している。またブロ
ック本体5の小室8に納められた濾過器10は、織布ま
たは不織布にて形成した袋体12とこの袋体12の内部
に封入されたろ材(こゝでは砂)13とから成ってい
る。なお、前記袋体12の上面には把手14が設けられ
ている。透過型ブロック3の一つは、ブロック本体5に
中詰材11を供給しながらこれを捨石マウンド2上に沈
め、その後、内側の小室8に濾過器10を納め、さらに
ブロック本体5に蓋体15,16を被せることにより完
成する。しかして、この透過型ブロック3は、最大潮位
(H.W.L )となっても水中に没しないようにその全体高
さが設定されると共に、最大潮位(H.W.L )と最小潮位
(L.W.L )とをカバーする範囲に濾過器10を位置決め
できるように、そのスリット9を含む上部分の高さが設
定されている。
The lower chamber of the block body 5 partitioned by the bottom wall 6 is filled with a filling material (sand in this case) 11, and the block body 5 has its own weight and the weight of the filling material 11. Has been established on the rubble mound 2 by. The filter 10 housed in the small chamber 8 of the block body 5 is composed of a bag body 12 made of woven or non-woven fabric and a filter material (sand in this case) 13 enclosed in the bag body 12. There is. A handle 14 is provided on the upper surface of the bag body 12. One of the transmissive blocks 3 is that while the filling material 11 is supplied to the block body 5, it is sunk on the rubble mound 2, then the filter 10 is housed in the small chamber 8 inside, and the block body 5 is covered. It is completed by covering 15 and 16. Then, the transparent block 3 has its entire height set so as not to be submerged in water even when the maximum tide level (HWL) is reached, and covers the maximum tide level (HWL) and the minimum tide level (LWL). The height of the upper part including the slit 9 is set so that the filter 10 can be positioned in the range.

【0012】一方、砂浜4は、透過型ブロック3に接す
る側においてブロック本体5のスリット9をほヾカバー
できる最大厚さを有し、そこから沖合に向けて次第に厚
さを減じている。したがってその上面は自然の砂浜のよ
うに沖合に向けて傾斜している。
On the other hand, the sand beach 4 has a maximum thickness that can cover the slit 9 of the block body 5 on the side in contact with the transparent block 3, and the thickness gradually decreases from there to the offshore. Therefore, its upper surface slopes offshore like a natural sandy beach.

【0013】 上記実施例においては、満ち潮になる
と、外水域bの海水が砂浜4内に浸透し、さらにブロッ
ク本体5の一方の側壁5bに形成したスリット9から透
過方ブロック3内に入り、濾過器10を通過してブロッ
ク本体5の他方の側壁5aに形成したスリット9から内
水面aへ流れ込む。この時、海水中の汚濁物質の大部分
は砂浜4の汀線付近で捕捉されることにより、砂浜4内
の砂および濾過器10内のろ材13に捕捉される汚濁物
質はわずかとなり、したがってこれらが目詰まりを起こ
すことはない。また、海水中に浮遊する植物プランクト
ンの多くは、砂浜4内に浸透する間に砂表面に棲む微生
物により分解され、その内水面aへの流入が抑えられ
る。なお、砂浜4の汀線付近で捕捉された汚濁物質は、
その後波によって洗われる。
In the above embodiment, when the tide is high, the seawater in the outer water area b permeates into the sand beach 4 and further enters into the permeation block 3 through the slit 9 formed in the one side wall 5b of the block body 5 and is filtered. After passing through the vessel 10, it flows into the inner water surface a from the slit 9 formed in the other side wall 5a of the block body 5. At this time, most of the pollutants in the seawater are captured near the shoreline of the beach 4, so that the amount of pollutants trapped by the sand in the beach 4 and the filter medium 13 in the filter 10 becomes small. It does not cause clogging. In addition, phytoplankto floating in seawater
Most of them are microscopic living on the sand surface while permeating into the beach 4.
It is decomposed by the material and its inflow to the water surface a is suppressed.
It The pollutants trapped near the shoreline of the beach 4 are
Then washed by the waves.

【0014】一方、引き潮になると、内水面aの海水が
ブロック本体5の側壁5aのスリット9から透過型ブロ
ック3内に入り、濾過器10を通過してブロック本体5
の一方の側壁5bから砂浜4側へ流出し、さらに砂浜4
内に浸透して外水域bへと流出する。しかして、海水が
濾過器10を通過する際、その中に含まれる汚濁物質の
大部分が濾過器10内のろ材13に捕捉される。そし
て、この干満の繰返しによりろ材13に捕捉される汚濁
物質の量が次第に増大し、遂にはろ材13が目詰まりを
起こすようになる。そこで、この段階では、ブロック本
体5の小室8に対応する蓋体16を開き、クレーン船等
から延ばした吊り具(図示略)に前記把手14を係止さ
せて濾過器10を吊り上げ、これを新規の濾過器と交換
するか、外水域bでこれを洗浄して前記小室8に納める
ようにする。
On the other hand, at low tide, seawater on the inner water surface a enters the permeation type block 3 through the slits 9 in the side wall 5a of the block body 5, passes through the filter 10 and passes through the block body 5.
From one side wall 5b to the sand beach 4 side, and further to the sand beach 4
It infiltrates inside and flows out to the outside water area b. Then, when seawater passes through the filter 10, most of the pollutants contained therein are captured by the filter medium 13 in the filter 10. By repeating this ebb and flow, the amount of pollutants trapped in the filter medium 13 gradually increases, and finally the filter medium 13 becomes clogged. Therefore, at this stage, the lid 16 corresponding to the small chamber 8 of the block body 5 is opened, and the handle 14 is suspended by suspending the handle 14 on a suspending tool (not shown) extended from a crane ship or the like. Either replace with a new filter or wash it in the outside water area b so that it can be stored in the small chamber 8.

【0015】図4は、本発明の第2実施例を示したもの
である。本第2実施例の特徴とするところは、合成繊
維、金属繊維等を集合させて成る繊維マットをろ材とす
る板状の濾過器20を用い、一方、ブロック本体5から
前記小室8を廃して、その上部に内・外側壁5a,5b
のスリット9を連通する単純な通水路21を設け、この
通水路21内にガイド22を利用して前記濾過器20を
脱着自在に配置した点にある。本第2実施例において
は、砂に比してろ材の捕集能力が高いので、上記第1実
施例における濾過器10に対して該濾過器20を充分に
小さくすることができ、ろ材自体の軽量さと相まってそ
の全体がきわめて軽量となる。したがって、その取扱い
が容易となり、例えば、同じく図4に示すように、濾過
器20の設置部位に対応するブロック本体5の上部分に
作業室23を設け、この作業室23内に作業者を入れ
て、手作業にて簡単に濾過器20の交換を行うことがで
きる。
FIG. 4 shows a second embodiment of the present invention. A feature of the second embodiment is that a plate-shaped filter 20 having a fiber mat formed by collecting synthetic fibers, metal fibers and the like as a filter medium is used, while the small chamber 8 is eliminated from the block body 5. , The inner and outer walls 5a and 5b on the upper part
A simple water passage 21 communicating with the slit 9 is provided, and the filter 20 is detachably arranged in the water passage 21 by using a guide 22. In the second embodiment, since the filter medium has a higher ability to collect the filter than sand, the filter 20 can be made sufficiently smaller than the filter 10 in the first embodiment, and the filter medium itself can be made smaller. Combined with the light weight, the whole is extremely light. Therefore, the handling becomes easy. For example, as shown in FIG. 4, the working chamber 23 is provided in the upper portion of the block body 5 corresponding to the installation site of the filter 20, and the worker is put in the working chamber 23. Thus, the filter 20 can be easily replaced by hand.

【0016】なお、上記2つの実施例において、透過型
ブロック3の外側に砂浜4を形成するようにしたが、こ
の砂浜は省略しても良いものである。また、上記2つの
実施例において、沿岸と協働して閉鎖水域(浄化水域)
aを形成するようにしたが、この浄化水域は、沿岸から
離れた内海に独立に形成しても良いものである。
In the above two embodiments, the sand beach 4 is formed on the outer side of the transparent block 3, but this sand beach may be omitted. In addition, in the above two examples, the closed water area (purified water area) is cooperated with the coast.
However, this purified water area may be formed independently in the inland sea, which is away from the coast.

【0017】[0017]

【発明の効果】 以上、詳細に説明したように、本発明
にかゝる海水浄化装置によれば、海水中の汚濁物質を
浜とろ材とを用いて強制的に捕捉するようにしたので、
浄化性能に優れたものとなり、しかも、ろ材の目詰まり
に応じて濾過器を交換または清掃することにより恒久的
に浄化性能を支持でき、親水海浜の造成に向けて好適と
なる
As described above in detail, according to the seawater purifying apparatus of the present invention, the pollutants in seawater are removed from the sand.
Since it was forcibly captured using the beach and filter media ,
The purification performance will be excellent, and the purification performance can be supported permanently by replacing or cleaning the filter according to the clogging of the filter material, making it suitable for the creation of hydrophilic beaches.
Become .

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

【図1】本発明にかゝる海水浄化装置の一実施例を示し
たもので、図3のA−A矢視線に沿う断面図である。
FIG. 1 is a sectional view taken along the line AA of FIG. 3, showing an embodiment of a seawater purification device according to the present invention.

【図2】本海水浄化装置を構成する透過型ブロックを示
す斜視図である。
FIG. 2 is a perspective view showing a permeable block that constitutes the present seawater purification device.

【図3】本海水浄化装置の使用態様を示す模式図であ
る。
FIG. 3 is a schematic diagram showing a usage mode of the seawater purification device.

【図4】本海水浄化装置の他の実施例を示す断面図であ
る。
FIG. 4 is a cross-sectional view showing another embodiment of the seawater purification device.

【符号の説明】[Explanation of symbols]

3 透過型ブロック 4 砂浜 5 ブロック本体 9 スリット 10 濾過器 13 ろ材(砂) 20 濾過器 3 Transparent block 4 Sand beach 5 Block body 9 Slit 10 Filter 13 Filter medium (sand) 20 Filter

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 浄化水域を、通水路を有する固定構造物
で囲み、該固定構造物の通水路内にろ材を納めた濾過器
を脱着自在に配置し、さらに前記固定構造物の沖側水域
に該固定構造物の通水路を遮蔽するように砂浜を造成し
ことを特徴とする海水浄化装置。
1. The purified water area is surrounded by a fixed structure having a water passage, and a filter containing a filter medium is detachably arranged in the water passage of the fixed structure, and the offshore water area of the fixed structure is further arranged.
The sand beach was constructed to cover the water passage of the fixed structure.
A seawater purification device characterized by that.
JP4352698A 1992-12-10 1992-12-10 Seawater purification equipment Expired - Fee Related JP2544696B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4352698A JP2544696B2 (en) 1992-12-10 1992-12-10 Seawater purification equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4352698A JP2544696B2 (en) 1992-12-10 1992-12-10 Seawater purification equipment

Publications (2)

Publication Number Publication Date
JPH06173232A JPH06173232A (en) 1994-06-21
JP2544696B2 true JP2544696B2 (en) 1996-10-16

Family

ID=18425824

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4352698A Expired - Fee Related JP2544696B2 (en) 1992-12-10 1992-12-10 Seawater purification equipment

Country Status (1)

Country Link
JP (1) JP2544696B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012112217A (en) * 2010-11-26 2012-06-14 Nippon Steel & Sumikin Metal Products Co Ltd Stone-filled structure equipped with filter medium storage body, and steel-frame dam

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS514520U (en) * 1974-06-28 1976-01-13
JPS5440543U (en) * 1977-08-26 1979-03-17
JPS5440542U (en) * 1977-08-26 1979-03-17
JPH0248190U (en) * 1988-09-29 1990-04-03
JP2881246B2 (en) * 1990-03-29 1999-04-12 清水建設株式会社 Water purification facility

Also Published As

Publication number Publication date
JPH06173232A (en) 1994-06-21

Similar Documents

Publication Publication Date Title
KR101226206B1 (en) Water purifying apparatus using 6-way filter and waterpurification method using that
JP2000186351A (en) Penetration-type water intake method
JP2544696B2 (en) Seawater purification equipment
KR100883886B1 (en) River dike
JP4194459B2 (en) Aquatic plant zone in brackish water
CN211774121U (en) Island fresh water accumulation system
JP3739498B2 (en) Revetment structure
JP2654509B2 (en) Beach stabilization device
JPH11166217A (en) Revetment structure
CN216765730U (en) Bank protection drainage structures
JPH07310311A (en) Artificial lagoon
CN215440079U (en) River course water circulation purifier
JP2726817B2 (en) A tidal current generator using the ocean sky
JP2005194803A (en) Method of removing sludge at river tidal part
JP4746362B2 (en) Water purification facility using wave energy
CN210262926U (en) A stepped marine disaster prevention ecological bank protection structure
JPH0368496A (en) Water purifying structure
KR101992279B1 (en) Draining system using reactive filtering facility
JPH08311838A (en) Sea water purifying structure
JP4858142B2 (en) Seawater purification system and seawater purification method
CN110629825A (en) Island fresh water accumulation system
JP2652458B2 (en) Waterside structure
JP2847258B2 (en) Breakwater
RU18408U1 (en) FLOATING WATER RECEIVER
RU2200802C1 (en) System for discharge and cleaning of surface run- off

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees