JP2001104975A - Mass for water leaning and water cleaning structure using the same - Google Patents

Mass for water leaning and water cleaning structure using the same

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Publication number
JP2001104975A
JP2001104975A JP28338399A JP28338399A JP2001104975A JP 2001104975 A JP2001104975 A JP 2001104975A JP 28338399 A JP28338399 A JP 28338399A JP 28338399 A JP28338399 A JP 28338399A JP 2001104975 A JP2001104975 A JP 2001104975A
Authority
JP
Japan
Prior art keywords
water
water purification
mass
mortar
charcoal
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.)
Pending
Application number
JP28338399A
Other languages
Japanese (ja)
Inventor
Daikichi Suematsu
大吉 末松
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP28338399A priority Critical patent/JP2001104975A/en
Publication of JP2001104975A publication Critical patent/JP2001104975A/en
Pending legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Biological Treatment Of Waste Water (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water leaning technology for the river and the like which enhances a sticking ability of microorganisms and algae as well as enhances a decompositional ability of organic materials with microorganisms and algae by reducing a rate of water stream coming into contact with a mortar containing charcoal in a water purification technology using the mortar containing charcoal. SOLUTION: A charcoal containing mortar layer 10 having charcoal incorporated into mortar is formed on the surface of a mass 1 (a mass of concrete, a mass of natural stone, a mass of rubble or the like). This mass A for water cleaning is installed at the bottom of a river and the like in numerously accumulated state.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、モルタルに炭等を
混合した炭入りモルタルを用いて河川、海、池や水路等
の水浄化を行う水浄化技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purification technology for purifying water in rivers, seas, ponds, waterways, etc. using a mortar containing charcoal mixed with mortar and charcoal.

【0002】[0002]

【従来の技術】従来、河川や水路等の水浄化技術につい
ては、モルタルに炭を混合した炭入りモルタルを表面に
一体に形成した護岸用ブロックを形成し、この炭入り護
岸用ブロックで川岸等の表面に護岸壁を構築することに
よって河川等の水浄化を行うようにしたものが提案され
ている。従って、この水浄化技術では、炭入りモルタル
に含まれた炭の多孔性によって微生物や藻がモルタル層
に付着し、この微生物や藻によって河川や水路等の汚損
原因の一つである有機物の分解を促しながら河川等の水
浄化を行うことができる。
2. Description of the Related Art Conventionally, regarding water purification technology for rivers and waterways, a shore protection block is formed by integrally forming a mortar containing charcoal in which mortar is mixed with charcoal on a surface thereof. It has been proposed to purify rivers and other waters by constructing a revetment wall on the surface. Therefore, in this water purification technology, microorganisms and algae adhere to the mortar layer due to the porosity of the charcoal contained in the charcoal-containing mortar, and the microorganisms and algae decompose organic matter, which is one of the causes of pollution in rivers and waterways. Water purification of rivers and the like can be performed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
水浄化用護岸技術については、炭入りモルタルによって
形成されたモルタル層が護岸用ブロックの表面に単に形
成されただけのものとなっていた。このため、表面に沿
って水がスムーズに流れ過ぎ、これにより、水流によっ
てモルタル層の表面が洗い流される状態になるため、モ
ルタル層への微生物や藻の付着が生じにくいし、又、微
生物や藻による有機物の分解が生じにくいという問題が
あった。
However, in the conventional revetment technology for water purification, the mortar layer formed by the mortar containing charcoal is merely formed on the surface of the revetment block. As a result, water flows too smoothly along the surface, and the surface of the mortar layer is washed away by the water flow, so that it is difficult for microorganisms and algae to adhere to the mortar layer. However, there is a problem that decomposition of organic substances is hardly caused by the above.

【0004】本発明は、上述のような従来の問題点を解
決するためになされたもので、炭入りモルタルを用いた
水浄化技術において、炭入りモルタルに接触する水流の
速度を低下させて微生物や藻の付着能力を向上させると
共に、微生物や藻による有機物の分解能力を向上させる
ことができる水浄化用塊体並びにこの水浄化用塊体を用
いた水浄化構造を提供することを課題としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems. In a water purification technology using a mortar containing charcoal, the speed of a water flow contacting the mortar containing charcoal is reduced to reduce the speed of microorganisms. It is an object of the present invention to provide a water purification mass and a water purification structure using the water purification mass, which can improve the ability of microorganisms and algae to decompose organic substances, while improving the adhesion ability of microorganisms and algae. .

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
めに、本発明(請求項1)の水浄化用塊体は、モルタル
に炭等を混合した炭入りモルタル層が塊体の表面に形成
されている構成とした。この水浄化用塊体において、塊
体がコンクリート塊である態様(請求項2)、塊体が自
然石塊である態様(請求項3)、塊体が砕石塊である態
様(請求項4)がある。従って、この水浄化用塊体で
は、塊体の表面に炭入りモルタル層が形成されているた
め、この炭入りモルタル層によって水の浄化をおこなう
ことができる。
Means for Solving the Problems In order to solve the above-mentioned problems, a water-purifying lump according to the present invention (claim 1) is characterized in that a mortar layer containing charcoal obtained by mixing mortar with charcoal or the like is provided on the surface of the lump. The configuration was formed. In this water purification mass, the mass is a concrete mass (claim 2), the mass is a natural stone mass (claim 3), and the mass is a crushed stone mass (claim 4). There is. Therefore, in this water purification lump, since the mortar layer containing charcoal is formed on the surface of the lump, water can be purified by the mortar layer containing charcoal.

【0006】又、前記水浄化用塊体を用いた水浄化構造
として、本発明(請求項5)では、モルタルに炭等を混
合した炭入りモルタル層が塊体の表面に形成されている
水浄化用塊体を、河川等の底部等に多数集積させた状態
で設置させた構成とした。
According to the present invention (claim 5), a water-purifying structure using the water-purifying lump includes a water-containing layer in which a mortar layer containing charcoal or the like mixed with mortar is formed on the surface of the lump. A configuration was adopted in which a large number of purification lumps were installed in a state of being accumulated at the bottom of a river or the like.

【0007】又、本発明(請求項6)の水浄化構造で
は、モルタルに炭等を混合した炭入りモルタル層が塊体
の表面に形成されている水浄化用塊体を、通水間隙を保
持して対向させた板部材間に多数集積した状態で河川等
の底部等に設置させた構成とした。
Further, in the water purification structure of the present invention (claim 6), the water purifying lump having a charcoal-containing mortar layer formed by mixing mortar with charcoal or the like formed on the surface of the lump is passed through the water gap. A large number of sheets were held between the plate members held and opposed to each other, and were installed at the bottom of a river or the like.

【0008】又、本発明(請求項7)の水浄化構造で
は、モルタルに炭等を混合した炭入りモルタル層が塊体
の表面に形成されている水浄化用塊体を、護岸ブロック
に形成した通水貫通孔内に多数集積した状態で河川等の
護岸壁部に設置させた構成とした。
In the water purification structure of the present invention (claim 7), a water purification block in which a mortar layer containing charcoal and a mixture of mortar and charcoal is formed on the surface of the block is formed on a revetment block. A large number of them were accumulated in the through-holes and installed on the revetment walls of rivers.

【0009】又、本発明(請求項8)の水浄化構造で
は、モルタルに炭等を混合した炭入りモルタル層が塊体
の表面に形成されている水浄化用塊体を、通水路が形成
された枠体の内部に収容した状態で河川等の底部等に設
置させた構成とした。
Further, in the water purification structure of the present invention (claim 8), a water passage is formed by the water purification block in which a mortar layer containing charcoal mixed with mortar is formed on the surface of the block. It was configured to be installed at the bottom of a river or the like while being housed inside the frame that was made.

【0010】上記の各水浄化構造では、水浄化用塊体が
多数集積された状態で設置されている。従って、集積状
態で隣り合う水浄化用塊体間には隙間が生じ、河川等の
水流はこの隙間を通り、この隙間を通る際に受ける抵抗
によって水流の勢いが弱められ、流速が低下する。この
ように、隙間を通る水流は、水浄化用塊体の表面に形成
された炭入りモルタル体に対して緩やかに接触し、炭入
りモルタルの表面が洗い流されるといったことがなく、
炭入りモルタルと水との接触が十分に促されて微生物の
付着や藻の発生能力を向上させることができ、微生物や
藻による有機物の分解能力を向上させることができる。
又、隙間に藻が発生することによって、発生した藻が水
流によって流されるのを防止できるし、ゴミや木の葉付
着したり、ミミズやカニ等が住みつき、藻の生育にとっ
て良い環境を形成している。
In each of the above water purification structures, a large number of water purification lumps are installed in a state of being accumulated. Accordingly, a gap is formed between the water purification masses adjacent to each other in the accumulated state, and the water flow of a river or the like passes through the gap, and the force of the water flow is weakened by the resistance received when passing through the gap, and the flow velocity is reduced. In this way, the water flow passing through the gap gently contacts the charcoal-containing mortar formed on the surface of the water-purifying lump, without the surface of the charcoal-containing mortar being washed away,
The contact between the charcoal-containing mortar and water is sufficiently promoted to improve the adhesion of microorganisms and the ability to generate algae, thereby improving the ability of microorganisms and algae to decompose organic substances.
In addition, the generation of algae in the gaps can prevent the generated algae from being washed away by the water current, and adhere to garbage and leaves, earthworms and crabs, etc., forming a favorable environment for the growth of algae. .

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を図面
により詳述する。尚、以下の各実施の形態において、同
一構成部分は図面の符号を同一にする。
Embodiments of the present invention will be described below in detail with reference to the drawings. In the following embodiments, the same components are designated by the same reference numerals in the drawings.

【0012】図1は実施の第1形態であって、水浄化用
塊体の切欠斜視図である。この水浄化用塊体Aは、モル
タルに炭等を混合した炭入りモルタル層10が塊体1の
表面に形成されたものである。この場合、塊体1として
は、コンクリート塊、自然石塊、砕石塊(栗石等を含
む)を用いることができる。このほか、プラスチック
塊、金属塊、木塊、ポーラス体(ポーラスコンクリート
塊等)を用いることもできる。又、水浄化用塊体Aの形
状は、石形状や岩形状、球形状、半球形状、卵形状、直
方体形状、円柱形状、錐形状、多角体形状等に形成する
ことができる。又、水浄化用塊体Aの大きさは、直径が
略5cmから30cm程度が、製造面や取り扱い面で好
ましいが、これに限定されるものではなく、直径5cm
以下、直径30cm以上でもよい。
FIG. 1 is a first embodiment and is a cutaway perspective view of a water purification mass. The lump A for water purification is obtained by forming a mortar layer 10 containing charcoal in which mortar is mixed with charcoal or the like, on the surface of the lump 1. In this case, as the lump 1, a concrete lump, a natural stone lump, or a crushed stone lump (including chestnut stone) can be used. In addition, a plastic lump, a metal lump, a wooden lump, or a porous body (porous concrete lump, etc.) can also be used. Further, the shape of the water purification mass A can be formed in a stone shape, a rock shape, a spherical shape, a hemispherical shape, an egg shape, a rectangular parallelepiped shape, a columnar shape, a cone shape, a polygonal shape, or the like. The size of the water purification mass A is preferably approximately 5 cm to 30 cm in diameter from the viewpoint of production and handling, but is not limited thereto.
Hereinafter, the diameter may be 30 cm or more.

【0013】次に、炭入りモルタルの原料及び配合割合
の例を以下に示す。凝固基剤(アルミナセメント)と細
骨材(ケイ砂)を2:3の割合で配合したモルタル中
に、竹炭(粒径約5mm)及び活性シリカを以下の割合
で混合したものとなっている。 モルタル(アルミナセメント:ケイ砂=2:3) 60〜85重量% 竹炭 15〜40重量% 活性シリカ 2〜5重量% 尚、炭入りモルタル層10を成形するための炭入りモル
タルの原料及び配合割合は適宜に設定できるもので、炭
についても竹炭以外に木炭や活性炭等を使用できるのは
勿論であるし、このほか、鉄くずやぼら土等を添加する
こともできる。炭入りモルタルの配合は、アクリル樹脂
にケイ砂と炭とセメントを混合して下地との接着強度が
最低15kg/平方cmぐらいあれば良く、市販のもの
でも使用できる。又、炭入りモルタル層10は、塊体1
の表面全面に形成してもよいし、塊体1の表面の一部に
形成してもよく、層の厚みについても特に制限はない
が、水の浄化作用と、使用量に伴うコスト面を勘案し
て、概ね3mmから10mmが好ましい。又、炭入りモ
ルタル層10の成形方法についても、特には制限がな
く、一般的には、塊体1の表面に炭入りモルタルをスプ
レー塗布したり、炭入りモルタルを収容した槽内に塊体
1をどぶ漬けして、塊体1の表面に炭入りモルタル層1
0を形成することになる。
Next, examples of raw materials and mixing ratios of the mortar containing charcoal are shown below. Bamboo charcoal (particle diameter: about 5 mm) and activated silica are mixed in the following ratio in a mortar in which a solidifying base (alumina cement) and fine aggregate (silica sand) are mixed in a ratio of 2: 3. . Mortar (alumina cement: silica sand = 2: 3) 60 to 85% by weight Bamboo charcoal 15 to 40% by weight Activated silica 2 to 5% by weight In addition, raw materials and mixing ratio of mortar containing charcoal for forming mortar layer 10 containing charcoal Can be set as appropriate. Of course, charcoal and activated carbon can be used in addition to bamboo charcoal, and in addition, scrap iron and slag can also be added. The mortar containing charcoal can be mixed with silica resin, charcoal and cement in an acrylic resin so that the adhesive strength with the base is at least about 15 kg / square cm. Moreover, the mortar layer 10 containing charcoal is
May be formed on the entire surface or part of the surface of the lump 1, and the thickness of the layer is not particularly limited. In consideration of the above, it is preferably approximately 3 mm to 10 mm. The method of forming the charcoal-containing mortar layer 10 is also not particularly limited. In general, the charcoal-containing mortar is spray-coated on the surface of the lump 1 or the lump is placed in a tank containing the charcoal-containing mortar. Mortar layer 1 on the surface of lump 1
0 will be formed.

【0014】従って、この水浄化用塊体Aでは、塊体1
の表面に炭入りモルタル層10が形成されているため、
この炭入りモルタル層10によって水の浄化をおこなう
ことができる。
Therefore, in this water purification mass A, the mass 1
Mortar layer 10 is formed on the surface of
Water can be purified by this mortar layer 10 containing charcoal.

【0015】次に、図2は水浄化用塊体を用いた水浄化
構造の実施の第1形態を示す正面図である。この水浄化
構造は、河川等(水路、湖、池を含む)の底部や護岸用
根固め部に構築されるもので、水浄化用塊体Aを多数集
積させた状態で設置させたものである。尚、水浄化用塊
体Aの集積段数は河川等の大きさ(川幅や深さ)等によ
り適宜に決定する。従って、この水浄化構造では、集積
状態で隣り合う水浄化用塊体A,A間には隙間Sが生
じ、河川等の水流はこの隙間Sを通り、この隙間Sを通
る際に受ける抵抗によって水流の勢いが弱められ、流速
が低下する。このように、隙間Sを通る水流は、水浄化
用塊体Aの表面に形成された炭入りモルタル層10に対
して緩やかに接触し、炭入りモルタルの表面が洗い流さ
れるといったことがなく、炭入りモルタルと水との接触
が十分に促されて微生物の付着や藻の発生能力を向上さ
せることができ、微生物や藻による有機物の分解能力を
向上させることができる。又、隙間Sに藻が発生するこ
とによって、発生した藻が水流によって流されるのを防
止できるし、ゴミや木の葉付着したり、ミミズやカニ等
が住みつき、藻の生育にとって良い環境を形成してい
る。水浄化用塊体A単独では藻は発生しにくいけれど
も、集積すれば藻の生育環境ができる。
Next, FIG. 2 is a front view showing a first embodiment of a water purification structure using a water purification mass. This water purification structure is constructed at the bottom of a river or the like (including a waterway, a lake, a pond) or at a bank protection section, and is installed in a state where a large number of water purification lumps A are accumulated. is there. In addition, the number of accumulation stages of the water purification mass A is appropriately determined according to the size (river width and depth) of a river or the like. Therefore, in this water purification structure, a gap S is formed between the water purification masses A, A that are adjacent to each other in the accumulated state, and the water flow of a river or the like passes through the gap S, and the resistance received when passing through the gap S. The momentum of the water flow is weakened, and the flow velocity decreases. As described above, the water flow passing through the gap S comes into gentle contact with the charcoal-containing mortar layer 10 formed on the surface of the water-purifying lump A, and the surface of the charcoal-containing mortar is not washed away. The contact between the mortar containing the water and the water is sufficiently promoted, so that the adhesion of microorganisms and the generation of algae can be improved, and the ability of microorganisms and algae to decompose organic substances can be improved. In addition, the generation of algae in the gap S can prevent the generated algae from being washed away by the water current, adhere to garbage and leaves of trees, settle in earthworms and crabs, and provide a good environment for the growth of algae. I have. Although algae are unlikely to be generated by the water purification mass A alone, an algae growth environment can be created by accumulating the algae.

【0016】次に、図3は水浄化用塊体を用いた水浄化
構造の実施の第2形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、通水間隙20を保持して対
向させた板部材2,2間に多数集積した状態で河川等の
底部等(護岸用根固め部を含む)に設置させものであ
る。前記板部材2は、コンクリートにより平板状(実施
の形態では1m×1m)に形成され、その片面に突出部
21が突設され、この突出部21によって通水間隙20
を保持するように板部材2を数段に積み重ねるもので、
このとき、通水間隙20に水浄化用塊体Aを多数集積さ
せることにより、この集積した水浄化用塊体Aを板部材
2,2で上下にサンドウイッチにしている。なお、22
は蓋板で、最上段に設置され、その上面に炭入りモルタ
ル層23が形成されている。又、前記板部材2及び蓋板
22には貫通孔24が形成され、この貫通孔24を通水
間隙20に連通させている。尚、前記板部材2の積み段
数(水浄化用塊体Aの集積段数)は河川等の大きさ(川
幅や深さ)等により適宜に決定する。又、集積した水浄
化用塊体Aを板部材2,2で上下にサンドウイッチにし
たものを、河川等の幅方向及び前後方向に複数個並設す
ることは任意であるし、また、板部材2の材質、大き
さ、厚み等も適宜に決定できるし、板部材2の両面に炭
入りモルタル層を形成してもよい。又、突出部21を形
成していない単なる板部材によって、集積した水浄化用
塊体Aを上下にサンドウイッチにした水浄化構造を形成
することもできる。
Next, FIG. 3 is a sectional view showing a second embodiment of the water purification structure using the water purification mass. In this water purification structure, a large number of water purification lumps A are accumulated between the plate members 2 and 2 facing each other while holding the water gap 20, and the bottom of a river or the like (including a bank protection part for seawalls). ). The plate member 2 is formed in a flat plate shape (1 m × 1 m in the embodiment) from concrete, and a protruding portion 21 is provided on one surface thereof.
The plate members 2 are stacked in several stages so as to hold
At this time, by accumulating a large number of the water purification lumps A in the water gap 20, the accumulated water purification lumps A are sandwiched vertically by the plate members 2, 2. Note that 22
Is a cover plate, which is installed on the uppermost stage, and on which a mortar layer 23 containing charcoal is formed. Further, a through hole 24 is formed in the plate member 2 and the cover plate 22, and the through hole 24 communicates with the water gap 20. The number of stacking stages of the plate member 2 (the number of stacking stages of the water-purifying lump A) is appropriately determined according to the size (river width and depth) of a river or the like. In addition, it is optional to arrange a plurality of stacked water purification lumps A sandwiched vertically by the plate members 2 and 2 in the width direction and the front-rear direction of a river or the like. The material, size, thickness, and the like of the member 2 can be appropriately determined, and a mortar layer containing carbon may be formed on both surfaces of the plate member 2. Further, a water purification structure in which the accumulated water purification mass A is sandwiched up and down can also be formed by a mere plate member having no projection 21 formed thereon.

【0017】次に、図4は水浄化用塊体を用いた水浄化
構造の実施の第3形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、護岸ブロック3に形成した
通水貫通孔30内に多数集積した状態で河川等の護岸壁
部31に設置させたものである。前記護岸ブロック3
は、コンクリートにより、やや厚めの方形パネル状(実
施の形態では1m×1m)に形成され、その厚み内部を
貫通して通水貫通孔30が形成されると共に、正面には
通水貫通孔30に連通する複数個の通水小孔32が形成
され、その正面に炭入りモルタル層33が形成されてい
る。そして、この護岸ブロック3を、護岸壁部31に沿
って、左右方向及び上下方向に並設させる状態に張設す
ることにより、水浄化護岸壁を構築するもので、この
際、左右方向に隣り合う護岸ブロック3,3を、通水貫
通孔30,30同士が連通するように敷設することにな
る。又、施工に際しては、護岸ブロック3を張設しなが
ら通水貫通孔30内に水浄化用塊体Aを充填していくよ
うにしてもよいし、あらかじめ通水貫通孔30内に水浄
化用塊体Aを充填した護岸ブロック3を張設してもよい
し、護岸ブロック3を張設したのちに水浄化用塊体Aを
通水貫通孔30内に充填してもよい。又、この実施の形
態は、護岸ブロック3を用いた水浄化構造であるが、こ
の護岸ブロック3と同形状であって、通水貫通孔30を
通水路とした枠体を形成し、この通水路の内部に水浄化
用塊体を収容したものを、河川等の底部等(護岸用根固
め部を含む)に設置させる水浄化構造を形成させること
もできる。通水貫通孔30の中に腐葉土とかバクテリア
を一部詰めることもできる。
Next, FIG. 4 is a sectional view showing a third embodiment of the water purification structure using the water purification mass. In this water purification structure, a large number of water purification lumps A are installed on a seawall 31 such as a river in a state of being accumulated in a large number of through-holes 30 formed in the seawall block 3. The revetment block 3
Is formed in the shape of a slightly thicker rectangular panel (1 m × 1 m in the embodiment) made of concrete, and a water passage through hole 30 is formed penetrating the inside of the thickness, and a water passage through hole 30 is formed in the front. Are formed, and a mortar layer 33 containing charcoal is formed in front of the plurality of small water holes 32. The revetment block 3 is stretched along the revetment wall 31 so as to be juxtaposed in the left-right direction and the up-down direction, thereby constructing a water purification revetment wall. The matching revetment blocks 3, 3 are laid so that the water penetration through holes 30, 30 communicate with each other. Further, at the time of construction, the water purification through-hole 30 may be filled with the water purification lump A while the revetment block 3 is being stretched, or the water purification through-hole 30 The revetment block 3 filled with the lump A may be stretched, or the lump A for water purification may be filled into the water through-hole 30 after the revetment block 3 is stretched. In this embodiment, a water purification structure using the revetment block 3 is used. However, a frame body having the same shape as the revetment block 3 and having a water passage through hole 30 as a water passage is formed. It is also possible to form a water purification structure in which a water purification block accommodated in a water channel is installed at the bottom of a river or the like (including a bank protection part). The humus or bacteria can be partially filled in the water passage through-hole 30.

【0018】次に、図5は水浄化用塊体を用いた水浄化
構造の実施の第4形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、通水路50が形成された枠
体5の内部に収容した状態で河川等の底部等(護岸用根
固め部を含む)に設置させたものである。前記枠体5
は、コンクリートによる左右の枠材51と、前後の枠材
52を上下方向に交互に積み重ねることで井桁状に枠組
みされ、その内部に形成された空間53内に水浄化用塊
体Aが収容されている。なお、54は蓋板で、最上段に
設置され、その上面は割り石形状に形成されている。
又、この水浄化構造において、水浄化用塊体Aを内部に
収容した枠体5を、河川等の幅方向及び前後方向に複数
個並設することは任意であるし、また、枠材51,52
の材質、大きさ、厚み等も適宜に決定できるし、枠材5
1,52や蓋板54に通水小孔を形成してもよいし、表
面に炭入りモルタル層を形成してもよい。場合によって
は蓋板54がなくても良い。
FIG. 5 is a sectional view showing a fourth embodiment of the water purification structure using the water purification mass. In this water purification structure, the water purification mass A is installed on the bottom or the like of a river or the like (including a bank protection section) while being housed inside the frame 5 in which the water passage 50 is formed. It is. The frame 5
Is framed in a double-girder shape by alternately stacking left and right frame members 51 and front and rear frame members 52 in the vertical direction, and a water purification mass A is accommodated in a space 53 formed therein. ing. Reference numeral 54 denotes a cover plate, which is provided at the uppermost stage, and whose upper surface is formed in a split stone shape.
In this water purification structure, it is optional to arrange a plurality of frames 5 each containing the water purification mass A therein in the width direction and the front-rear direction of a river or the like. , 52
The material, size, thickness, etc. of the frame material 5 can be appropriately determined.
Small water passage holes may be formed in 1, 52 or the cover plate 54, or a mortar layer containing charcoal may be formed on the surface. In some cases, the cover plate 54 may not be provided.

【0019】次に、図6は水浄化用塊体を用いた水浄化
構造の実施の第5形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、通水路60が形成された枠
体6の内部に収容した状態で河川等の底部等(護岸用根
固め部を含む)に設置させたものである。前記枠体6
は、コンクリートによる筒状体61の底部に魚の通り道
となる通水空間63を保持して底板62を架設し、この
底板62の上方に水浄化用塊体Aを収容するための空間
64が形成されて、この空間64と筒状体61及び底板
62に形成した通水小孔65とによって通水路60を形
成している。なお、66は蓋板で、最上段に設置され、
その上面は割り石形状に形成されている。又、この水浄
化構造において、水浄化用塊体Aを内部に収容した枠体
6を、河川等の幅方向及び前後方向に複数個並設するこ
とは任意であるし、また、筒状体61及び底板62の材
質(たとえば、筒状体をコンクリートで形成し、底板を
木板で形成する等)、大きさ、厚み等も適宜に決定でき
るし、筒状体61や底板62や蓋板66の表面に炭入り
モルタル層を形成してもよい。また、底板62は、筒状
体61と一体成型してもよいし、図示するように、筒状
体61の内面に突設した係止体67に架設してもよい。
藻の下層に通水空間63ができ魚の生息に適している
し、更に通水空間63の底部に5cm程の腐葉土を形成
させとおくとミミズの生息が早くなる。
Next, FIG. 6 is a sectional view showing a fifth embodiment of the water purification structure using the water purification mass. In this water purification structure, the water purification mass A is installed on the bottom or the like of a river or the like (including a bank protection section) while being housed inside the frame 6 having the water passage 60 formed therein. It is. The frame 6
A bottom plate 62 is erected on the bottom of a cylindrical body 61 made of concrete while holding a water passage space 63 serving as a path for fish, and a space 64 for accommodating the water purification block A is formed above the bottom plate 62. The water passage 60 is formed by the space 64 and the small water holes 65 formed in the cylindrical body 61 and the bottom plate 62. In addition, 66 is a lid plate, which is installed at the uppermost stage,
The upper surface is formed in a split stone shape. In this water purification structure, it is optional to arrange a plurality of the frames 6 accommodating the water purification lump A therein in the width direction and the front-rear direction of a river or the like. The materials (for example, the cylindrical body is formed of concrete and the bottom plate is formed of a wooden board), the size, the thickness, and the like of the cylindrical member 61 and the bottom plate 62 can be appropriately determined. A mortar layer containing carbon may be formed on the surface of the mortar. Further, the bottom plate 62 may be formed integrally with the tubular body 61, or may be provided on a locking body 67 projecting from the inner surface of the tubular body 61 as shown in the figure.
A water passage space 63 is formed in the lower layer of the algae, which is suitable for fish inhabitation. If a humus of about 5 cm is formed at the bottom of the water passage space 63, earthworms can grow faster.

【0020】次に、図7は水浄化用塊体を用いた水浄化
構造の実施の第6形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、通水路70が形成された枠
体7の内部に収容した状態で河川等の底部等(護岸用根
固め部を含む)に設置させたものである。前記枠体7
は、その内部に水浄化用塊体Aを収容するための空間7
1が形成された岩状ブロック7aに形成され、前記空間
71に連通する通水小孔72が岩状ブロック7aの表面
に形成されて、この通水小孔72と空間71によって、
通水路70が形成されている。この場合、岩状ブロック
7aは、2つ割(複数割り)したコンクリートによるブ
ロック体73,73を段付の合わせ面74で着脱可能に
組み合わせることにより形成され、その表面に炭入りモ
ルタル層75が形成されている。2つ割の意味は長年の
うちには土砂が空間71に堆積するのでこれを排除する
ためである。この水浄化構造では、空間71に水浄化用
塊体Aを収容した岩状ブロック7aを河川等(水路、
湖、池を含む)の底部や護岸用根固め部に多数集積又は
並設させた状態で設置するもので、その集積段数又は並
設数は河川等の大きさ(川幅や深さ)等により適宜に決
定する。
Next, FIG. 7 is a sectional view showing a sixth embodiment of the water purification structure using the water purification mass. In this water purification structure, the water purification mass A is installed on the bottom or the like of a river or the like (including a seawall protection part) while being housed inside the frame 7 in which the water passage 70 is formed. It is. The frame 7
Is a space 7 for accommodating the water purification mass A therein.
1 is formed in the rock-shaped block 7a in which the water-permeable small holes 72 are formed, and the small holes 72 communicating with the space 71 are formed on the surface of the rock-shaped block 7a.
A water passage 70 is formed. In this case, the rock-shaped block 7a is formed by detachably combining block bodies 73, 73 of concrete divided into two (plurality) with a stepped mating surface 74, and a mortar layer 75 containing charcoal on the surface. Is formed. The meaning of “split” is to eliminate the sediment deposited in the space 71 in many years. In this water purification structure, the rocky block 7a containing the water purification block A in the space 71 is connected to a river or the like (a waterway,
(Including lakes and ponds) are installed in a state of being piled up or juxtaposed at the bottom of a seawall or a seawall, and the number of accumulation stages or juxtapositions depends on the size of rivers (river width and depth), etc. Decide appropriately.

【0021】次に、図8は水浄化用塊体を用いた水浄化
構造の実施の第7形態を示す断面図である。この水浄化
構造は、水浄化用塊体Aを、通水路80が形成された枠
体8の内部に収容した状態で河川等の底部等(護岸用根
固め部を含む)に設置させたものである。前記枠体8
は、コンクリートにより伏せ形の椀状ブロック8aに形
成され、その内部に水浄化用塊体Aを収容するための凹
空間81が形成され、この凹空間81に連通する通水小
孔82が椀状ブロック8aの表面に形成されて、この通
水小孔82と凹空間81によって、通水路80が形成さ
れている。この場合、椀状ブロック8aの上部には、蓋
83によって開閉可能な開口部84が形成され、この開
口部84を通して、凹空間81の内部に水浄化用塊体A
を投入収容するようにしている。この水浄化構造では、
凹空間81に水浄化用塊体Aを収容した岩状ブロック8
aを河川等(水路、湖、池を含む)の底部や護岸用根固
め部に多数並設させた状態で設置するもので、その並設
数は河川等の大きさ(川幅や深さ)等により適宜に決定
する。水浄化用塊体Aの集積のなかにあらかじめ木の
葉、バクテリア等を挟めておくのも良い。
FIG. 8 is a sectional view showing a seventh embodiment of the water purification structure using the water purification mass. In this water purification structure, the water purification block A is installed on the bottom or the like of a river or the like (including a seawall protection part) while being housed inside the frame 8 having the water passage 80 formed therein. It is. The frame 8
Is formed in a prone bowl-shaped block 8a made of concrete, in which a concave space 81 for accommodating the water purification block A is formed, and a small water passage 82 communicating with the concave space 81 is formed in the bowl. A water passage 80 is formed on the surface of the block 8a. The water passage 80 is formed by the small water passage 82 and the concave space 81. In this case, an opening 84 that can be opened and closed by a lid 83 is formed in the upper part of the bowl-shaped block 8a.
To be stored. In this water purification structure,
Rocky block 8 containing water purification mass A in concave space 81
a is to be installed in a state where it is juxtaposed at the bottom of rivers (including waterways, lakes and ponds) and at the seawalls, and the number of juxtapositions is the size (river width and depth) of rivers, etc. It is determined appropriately according to the above. It is also possible to insert leaves, bacteria and the like in advance in the accumulation of the water purification mass A.

【0022】以上、本発明の実施の形態を図面により説
明したが、具体的な構成はこれに限定されるものではな
い。例えば、水浄化構造において、水浄化用塊体を多数
集積する場合、粒径及び形状が同一の水浄化用塊体を多
数集積してもよいし、粒径及び形状及び塊体の材質が異
なる水浄化用塊体を混合して多数集積してもよい。使用
場所としては、池、湖、海でも可。第3形態のうち、護
岸ブロック3のつくり方を説明する。まず通水貫通孔3
0をつくるために、4枚の炭入りモルタル層パネル(図
示せず)を組み合わせると良い。そしてその組み合わせ
を型枠の中に組み付ける。第4形態のうち、枠体5は芯
材を普通コンリートにして表面をポーラスコンクリート
に形成させても良い。軟弱地盤では塊体1は軽量コンク
リートでも良い。それから市販のフォロースケアーの穴
部あるいは空間部に水浄化用塊体を集積することもこの
発明のなかに含んでいる。
Although the embodiment of the present invention has been described with reference to the drawings, the specific configuration is not limited to this. For example, in a water purification structure, when a large number of water purification masses are accumulated, a large number of water purification masses having the same particle size and shape may be accumulated, or the particle size, shape, and material of the mass are different. A large number of water purification lumps may be mixed and accumulated. Ponds, lakes and the sea can be used. In the third embodiment, a method of forming the revetment block 3 will be described. First, the water penetration through hole 3
It is advisable to combine four charcoal-containing mortar layer panels (not shown) to create zero. Then, the combination is assembled in a mold. In the fourth embodiment, the frame 5 may have a core material made of ordinary concrete and the surface may be formed of porous concrete. In soft ground, the lump 1 may be lightweight concrete. The present invention also includes the accumulation of the water purification mass in the hole or space of a commercially available follow care.

【0023】[0023]

【発明の効果】以上説明してきたように、本発明の水浄
化用塊体にあっては、塊体の表面に炭入りモルタル層が
形成されているため、この炭入りモルタル層によって水
の浄化をおこなうことができる。
As described above, in the water purifying lump of the present invention, since the mortar layer containing charcoal is formed on the surface of the lump, water is purified by the mortar layer containing charcoal. Can be performed.

【0024】また、本発明の水浄化構造にあっては、集
積状態で隣り合う水浄化用塊体間には隙間が生じ、河川
等の水流はこの隙間を通り、この隙間を通る際に受ける
抵抗によって水流の勢いが弱められ、流速が低下する。
このように、隙間を通る水流は、水浄化用塊体の表面に
形成された炭入りモルタル体に対して緩やかに接触し、
炭入りモルタルの表面が洗い流されるといったことがな
く、炭入りモルタルと水との接触が十分に促されて微生
物の付着や藻の発生能力を向上させることができ、微生
物や藻による有機物の分解能力を向上させることができ
る。又、隙間に藻が発生することによって、発生した藻
が水流によって流されるのを防止できるし、ゴミや木の
葉付着したり、ミミズやカニ等が住みつき、藻の生育に
とって良い環境を形成している。
In the water purification structure of the present invention, a gap is formed between adjacent water purification masses in an accumulated state, and a water flow such as a river flows through the gap and is received when passing through the gap. The resistance weakens the momentum of the water flow and reduces the flow velocity.
In this way, the water flow passing through the gap gently contacts the mortar body containing charcoal formed on the surface of the water purification mass,
The surface of the mortar with charcoal is not washed away, and the contact between the mortar with charcoal and water is sufficiently promoted, and the ability to attach microorganisms and generate algae can be improved. Can be improved. In addition, the generation of algae in the gaps can prevent the generated algae from being washed away by the water current, and adhere to garbage and leaves, earthworms and crabs, etc., forming a favorable environment for the growth of algae. .

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

【図1】実施の第1形態であって、水浄化用塊体の切欠
斜視図である。
FIG. 1 is a cutaway perspective view of a water purification mass according to a first embodiment.

【図2】水浄化用塊体を用いた水浄化構造の実施の第1
形態を示す正面図である。
FIG. 2 is a diagram illustrating a first embodiment of a water purification structure using a water purification mass.
It is a front view which shows a form.

【図3】水浄化用塊体を用いた水浄化構造の実施の第2
形態を示す断面図である。
FIG. 3 shows a second embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a form.

【図4】水浄化用塊体を用いた水浄化構造の実施の第3
態を示す断面図である。
FIG. 4 shows a third embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a state.

【図5】水浄化用塊体を用いた水浄化構造の実施の第4
態を示す断面図である。
FIG. 5 is a fourth embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a state.

【図6】水浄化用塊体を用いた水浄化構造の実施の第5
態を示す断面図である。
FIG. 6 is a fifth embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a state.

【図7】水浄化用塊体を用いた水浄化構造の実施の第6
態を示す断面図である。
FIG. 7 shows a sixth embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a state.

【図8】水浄化用塊体を用いた水浄化構造の実施の第7
態を示す断面図である。
FIG. 8 shows a seventh embodiment of the water purification structure using the water purification mass.
It is sectional drawing which shows a state.

【符号の説明】[Explanation of symbols]

A 水浄化用塊体 1 塊体 10 炭入りモルタル層 A lump for water purification 1 lump 10 mortar layer containing charcoal

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 モルタルに炭等を混合した炭入りモルタ
ル層が塊体の表面に形成されていることを特徴とした水
浄化用塊体。
1. A lump for water purification, wherein a mortar layer containing charcoal in which mortar is mixed with charcoal is formed on the surface of the lump.
【請求項2】 塊体がコンクリート塊である請求項1記
載の水浄化用塊体。
2. The water purification mass according to claim 1, wherein the mass is a concrete mass.
【請求項3】 塊体が自然石塊である請求項1記載の水
浄化用塊体。
3. The water purification mass according to claim 1, wherein the mass is a natural stone mass.
【請求項4】 塊体が砕石塊である請求項1記載の水浄
化用塊体。
4. The water purification mass according to claim 1, wherein the mass is a crushed stone mass.
【請求項5】 モルタルに炭等を混合した炭入りモルタ
ル層が塊体の表面に形成されている水浄化用塊体を、河
川等の底部等に多数集積させた状態で設置させたことを
特徴とする水浄化構造。
5. A method in which a large number of water-purifying lumps in which a mortar layer containing charcoal mixed with mortar and the like is formed on the surface of the lumps are installed in a state where many lumps for water purification are accumulated at the bottom of a river or the like. Characterized water purification structure.
【請求項6】 モルタルに炭等を混合した炭入りモルタ
ル層が塊体の表面に形成されている水浄化用塊体を、通
水間隙を保持して対向させた板部材間に多数集積した状
態で河川等の底部等に設置させたことを特徴とする水浄
化構造。
6. A large number of water-purifying lumps in which a mortar layer containing charcoal and a mixture of mortar and charcoal is formed on the surface of the lumps are accumulated between plate members opposed to each other while maintaining a water gap. A water purification structure characterized by being installed at the bottom of a river or the like in a state.
【請求項7】 モルタルに炭等を混合した炭入りモルタ
ル層が塊体の表面に形成されている水浄化用塊体を、護
岸ブロックに形成した通水貫通孔内に多数集積した状態
で河川等の護岸壁部に設置させたことを特徴とする水浄
化構造。
7. A river in which a large number of water-purifying lumps having a mortar layer containing charcoal mixed with mortar and the like formed on the surface of the lumps are accumulated in water passage through holes formed in the revetment block. Water purification structure characterized by being installed on the revetment wall.
【請求項8】 モルタルに炭等を混合した炭入りモルタ
ル層が塊体の表面に形成されている水浄化用塊体を、通
水路が形成された枠体の内部に収容した状態で河川等の
底部等に設置させたことを特徴とする水浄化構造。
8. A river or the like in a state where a water-purifying lump in which a mortar layer containing charcoal in which mortar is mixed with charcoal and the like is formed on the surface of the lump is accommodated inside a frame having a water passage formed therein. A water purification structure characterized by being installed at the bottom of a building.
JP28338399A 1999-10-04 1999-10-04 Mass for water leaning and water cleaning structure using the same Pending JP2001104975A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28338399A JP2001104975A (en) 1999-10-04 1999-10-04 Mass for water leaning and water cleaning structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28338399A JP2001104975A (en) 1999-10-04 1999-10-04 Mass for water leaning and water cleaning structure using the same

Publications (1)

Publication Number Publication Date
JP2001104975A true JP2001104975A (en) 2001-04-17

Family

ID=17664813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28338399A Pending JP2001104975A (en) 1999-10-04 1999-10-04 Mass for water leaning and water cleaning structure using the same

Country Status (1)

Country Link
JP (1) JP2001104975A (en)

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