JP4009668B2 - Multi-tank continuous water purification system - Google Patents

Multi-tank continuous water purification system Download PDF

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Publication number
JP4009668B2
JP4009668B2 JP2003175022A JP2003175022A JP4009668B2 JP 4009668 B2 JP4009668 B2 JP 4009668B2 JP 2003175022 A JP2003175022 A JP 2003175022A JP 2003175022 A JP2003175022 A JP 2003175022A JP 4009668 B2 JP4009668 B2 JP 4009668B2
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Japan
Prior art keywords
tank
stirring reaction
water
turbulent flow
welded
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JP2003175022A
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Japanese (ja)
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JP2005007311A (en
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万八 佐々木
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Tech Corp Co Ltd
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Tech Corp Co Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、多連槽式連続濁水浄化装置に関するものであり、特に赤土やヘドロ等による濁水や牛・豚等の大容量の家畜汚水に凝集分離剤を注入して短時間に連続浄水化させるものである。
【0002】
【従来の技術】
従来、凝集分離剤を使用した凝集沈殿装置は凝集反応槽内に中心用撹拌翼と、内壁に沿って回転する外周用撹拌翼を具備しており、凝集反応槽の直径が大きくなった場合でも、種粒子と微フロックの衝突確率を上げる事で処理能力の向上を図っているが、この装置では1槽内に設ける撹拌翼が多く、回転速度の制御が煩雑になる可能性がある。(例えば特許文献1参照。)
【0003】
【特許文献1】
特公平10−337407号
【0004】
【発明が解決しようとする課題】
そこで、この発明は小数の撹拌翼で効果的な乱流を起す事で、大容量の汚水や濁水を短時間で効率良く凝集分離し、連続浄水化させる多連槽式連続汚濁水浄化装置を開発・提供する事にある。
【0005】
【課題を解決するための手段】
この課題を解決する為の手段として、この発明は、汚濁水浄化用タンクを複数連続配列し、且つ、該タンク上部に設けた駆動手段とプロペラ軸に軸着した乱流発生プロペラ羽根の回転により、効率的に乱流を発生させる為に、各タンク間に設けた水路管の取り付け位置を左右交互にずらして設け、且つ、該各撹拌反応タンクの中心部の上下方向ほぼ中程に、内寸法がプロペラ羽根外径寸法より一周り大きめな正四角筒体を設け、且つ、該各タンクの内周四側面中央部の上下中程に、水流抵抗板を溶着し、且つ、該各タンクの底部四隅に正三角形状の乱流発生部材を所定角度に傾斜させて溶着し、且つ、該各タンク間に設けた水路管の出口側部のほぼ上下中央部にコの字形状、又は富士山形状に折り曲げた所定長さ寸法を有する仕切り板を溶着して設けたものである。
【0006】
【発明の実施の形態】
そこで、この発明の一実施例を図1〜図3に従って詳述すると、平面視が正方形又は矩形で、且つ、箱形状をした撹拌反応タンク(1)を多連槽に配列して設け、且つ、該各撹拌反応タンクの各槽(T1)(T2)(T3)の上部中心にインバーター減速機付モートル等の駆動手段(M)を設け、且つ、該各駆動手段のプロペラ軸部に、上下に任意調節可能な乱流発生プロペラ羽根(2)を軸着して設け、且つ、該プロペラ軸の先端部に四方をターンバックル等の引き締め調整部材(6)で固定した軸受部材(5)を設け、且つ、各槽底版に沈殿汚泥排出口(7)を設けて、各槽毎に安定した回転と回転速度の可変調整を可能にした事を特徴とする多連槽式連続汚濁水浄化装置から構成される。
【0007】
又、平面視形状が正方形又は矩形で、且つ、箱形状をした撹拌反応タンク(1)を多連槽に配列して設け、且つ、該各撹拌反応タンクの水路管(1a)(1b)(1c)(1d)の左右方向の取付位置を、タンク中心線部(CL)を境に左右交互にずらして設け、且つ、上下方向の取付位置を階段状に所定寸法(h1)(h2)(h3)程徐々に下方にずらして設け、且つ、該各撹拌反応タンク(T1)(T2)(T3)の中心部の上下方向ほぼ中程に、内寸法が乱流発生プロペラ羽根外径寸法より一周り大きめな正四角筒体(1f)を設け、且つ、該各撹拌反応タンク(T1)(T2)(T3)の内周四側面中央部の上下中程に、左右並列に二ヶ所の縦長矩形状の切欠穴(1e’)を有する水流抵抗板(1e)を溶着し、且つ、該各撹拌反応タンク(T1)(T2)(T3)の底部四隅に正三角形状の乱流発生部材(1g)を所定の傾斜角度(α)に傾斜させて溶着し、且つ、該各タンク間に設けた水路管(1b)(1c)の出口側部のほぼ上下中央部にコの字形状、又は富士山形状に折り曲げた所定長さ寸法(l1)(l2)を有する仕切り板(1h)(1h’)を溶着して設け、各槽毎に持続乱流を継続して発生させて、短時間で確実に大容量の汚水又は濁水と凝集分離剤を接触させ、凝集分離させる事を特徴とする請求項1記載の多連槽式連続汚濁水浄化装置から構成される。
【0008】
まず、最初に、凝集分離剤を用いた水処理工程概念とこの発明の位置づけについて説明すると、汚水又は濁水の処理は主に撹拌反応タンクと凝集沈殿タンクで構成され、この発明は前者側を示し、汚水又は濁水に凝集分離剤を添加し、乱流撹拌を起す事で汚水又は濁水に含まれる水中懸濁物質をフロック化させ、更には水中のフロックを沈降させて上澄み水を放流する仕組みに成っている。
【0009】
続いて、汚濁水(PW)が浄化水(CW)に成るまでの給水から排水に至るまでの流水経路を説明すると、汚水又は濁水は水路管(1g)から給水し、第1撹拌反応タンク(T1)で凝集分離剤の添加と同時に撹拌され、水路管(1b)を通って第2撹拌反応タンク(T2)の仕切り板部(1h)へ移され、更に撹拌されて水路管(1c)を通って第3撹拌反応タンク(T3)の仕切り板部(1h’)へ移され、更に撹拌分離されて水路管(1d)を通って排水放流される構造に成っている。
【0010】
次に、この発明の部品構成・内部構造及び調整方法について概要を説明すると、まず、部品構成は大きく分けて多連槽に配列された撹拌反応タンク(1)と、プロペラ軸(3)を任意の速度で回転させるインバーター減速機付モートル(M)と、プロペラ軸(3)と、上下に任意調整可能な乱流発生プロペラ羽根(2)とで構成される。そして、モートルとプロペラ軸部の構造は、カップリング(4)によって同軸に連結され、更にプロペラ軸(3)の先端部は軸ブレを防止する為に、外周4箇所にフックを溶着した軸受部材(5)を設け、且つ、該タンク底部の四角にフックを取り付け、ターンバックル(6)で四方に引っ張って固定させている。この際、プロペラ軸(3)の回転ムラがある場合は、4箇所のターンバックル(6)のナットを一旦緩め、再度ターンバックルの調整ネジを微調整しながら芯合せを行い、ナットで固定させる。最後に多連槽各槽底版に沈殿汚泥排出口(7)を設けて、作業終了時には槽内に堆積した沈殿汚泥を除去する。
【0011】
次に、撹拌反応タンク(1)の水路管(1a)(1b)(1c)(1d)の上下取り付け寸法に高低差を設けた理由について述べると、図1(B)に示す様に、第1タンクから第2タンク、更には、第2タンクから第3タンクへと徐々に所定寸法(h1)(h2)(h3)程低く位置をずらして取り付けているのは、給水から排水に至るまでに逆流せずに、確実に一定方向に水が流れる様にしたものである。
【0012】
又、水路管(1a)(1b)(1c)(1d)の左右方向の取り付け寸法を、タンク中心線部(CL)を境に左右交互にずらして設けた理由は、水の流れに抵抗をもたせて、乱流を起させて凝集分離し易くしたものである。
【0013】
又、更に大容量の汚濁水を短時間で凝集分離させる為に、第1タンク部(T1)のプロペラ軸(3)に軸着された乱流発生プロペラ羽根(2)の外径寸法より一周り大きめな正四角筒体(1f)を設けてより乱流を起し易くし、且つ、該各タンク(T1)(T2)(T3)の内周四側面中央部の上下ほぼ中程に左右並列に二ヶ所の矩形状の切欠穴(1e’)を有する水流抵抗板(1e)を溶着している。
【0014】
そして、第1タンク(T1)部の乱流発生プロペラ羽根の数を2枚使用している理由は短時間に大容量の汚濁水(PW)に凝集を起させる為に、凝集分離剤を投入し効果的な乱流を発生させる必要がある為で、第2タンク部(T2)及び第3タンク部(T3)、第一タンク(T1)の凝集反応により生成したフロックをより大きく成長させ沈降し易くする為、1枚ずつ使用している。
【0015】
又、一連の凝集反応を効率良く行う為に、プロペラ軸(3)を回転させる駆動用モートル(M)の回転数を第1タンク(T1)用が350rpm、第2タンク(T2)用が300rpm、第3タンク(T3)用が280rpmと徐々に回転速度を落して撹拌している。
【0016】
更に、図2(A)に示す様に、第2タンク(T2)及び第3タンク(T3)の水路管(1b)(1c)の出口部にコの字形状に折り曲げた仕切り板(1h)(1h’)を設けているのは、乱流撹拌を効率良く行う為に設けている。
【0017】
【発明の効果】
撹拌反応タンク(1)を3連槽にし、且つ、該各槽(タンク)毎に撹拌用駆動モートル(M)とプロペラ軸(3)を連結して設け、各モートルの回転速度を、効率の良い最適な回転速度に調整する事で、汚濁水(PW)を凝集汚泥と浄化水(CW)に強制反応・分離させて、短時間に大容量水(30t/h〜300t/h)を確実に処理する事を可能にする等、極めて有益なる効果を奏するものである。
【図面の簡単な説明】
【図1】 この発明の一実施例を示し、(A)は平面図で、(B)は(A)の一部欠截a−a断面図である。
【図2】 この発明の一実施例を示し、(A)は図1(B)のb−b断面図で、(B)は(A)のa−a矢視図である。
【図3】 この発明の一実施例を示し、モートル等の駆動手段とプロペラ軸部の拡大詳細図である。
【符号の説明】
1 撹拌反応タンク
1a 水路管
1b 水路管
1c 水路管
1d 水路管
1e 水流抵抗板
1e’ 切欠穴
1f 正四角筒体
1g 乱流発生部材
1h 仕切り板
1h’ 仕切り板
2 乱流発生プロペラ羽根
3 プロペラ軸
4 カップリング
5 軸受部材
6 ターンバックル等の引き締め調整部材
7 沈殿物排出口
CL タンク中心線部
M インバーター減速機付モートル等の駆動手段
T1 第1撹拌反応タンク
T2 第2撹拌反応タンク
T3 第3撹拌反応タンク
α 所定角度(傾斜角度)
h1 所定寸法
h2 所定寸法
h3 所定寸法
l1 第2タンクの仕切り板の長さ寸法
l2 第3タンク仕切り板の長さ寸法
PW 汚濁水
CW 浄化水
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a multi-tank continuous muddy water purification device, and in particular, injects a flocculent separation agent into muddy water such as red soil and sludge and large-capacity livestock sewage such as cattle and pigs to continuously purify water in a short time. Is.
[0002]
[Prior art]
Conventionally, a coagulation / sedimentation apparatus using a coagulation / separation agent has a central agitation blade in an agglomeration reaction tank and an outer periphery agitation blade rotating along the inner wall, so that even when the diameter of the agglomeration reaction tank is increased. Although the throughput is improved by increasing the collision probability between the seed particles and the fine flocs, in this apparatus, there are many stirring blades provided in one tank, and the control of the rotational speed may be complicated. (For example, refer to Patent Document 1.)
[0003]
[Patent Document 1]
Japanese Patent Publication No. 10-337407 [0004]
[Problems to be solved by the invention]
Therefore, the present invention provides a multi-tank type continuous polluted water purification device that efficiently flocculates and separates large volumes of sewage and turbid water in a short period of time by causing effective turbulence with a small number of stirring blades. It is to develop and provide.
[0005]
[Means for Solving the Problems]
As a means for solving this problem, the present invention includes a plurality of tanks for purifying polluted water continuously arranged, and the rotation of turbulent flow generating propeller blades attached to the propeller shaft and driving means provided on the upper portion of the tank. In order to efficiently generate turbulent flow, the installation position of the water channel pipes provided between the tanks is alternately shifted left and right, and the center of each stirring reaction tank is approximately halfway in the vertical direction. A square tube having a dimension slightly larger than the outer diameter of the propeller blade is provided, and a water resistance plate is welded in the middle of the center of the inner peripheral four side surfaces of each tank. At the bottom four corners, equilateral triangular turbulent flow generating members are welded at a predetermined angle, and the U-shaped or Mt. Welded partition plate with a predetermined length dimension It is those provided Te.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Therefore, an embodiment of the present invention will be described in detail with reference to FIGS. 1 to 3. The stirring reaction tanks (1) having a square or rectangular plan view and having a box shape are arranged in a multi-tank, and In addition, a driving means (M) such as a motor with an inverter speed reducer is provided at the upper center of each tank (T1), (T2), and (T3) of each stirring reaction tank, and the propeller shaft portion of each driving means is A bearing member (5) having a turbulent flow generating propeller blade (2) that can be arbitrarily adjusted attached to the shaft and fixed to the tip of the propeller shaft by a tightening adjustment member (6) such as a turnbuckle. A multi-tank continuous polluted water purification apparatus characterized in that it is provided with a sedimentation sludge discharge port (7) in each tank bottom plate, and enables stable rotation and variable adjustment of the rotation speed for each tank. Consists of
[0007]
Further, the stirring reaction tanks (1) having a square or rectangular shape in plan view and having a box shape are arranged in a multi-tank tank, and the water pipes (1a) (1b) ( 1c) The mounting positions in the left-right direction of (1d) are alternately shifted left and right with respect to the tank center line part (CL), and the mounting positions in the vertical direction are stepwise and have predetermined dimensions (h1) (h2) ( h3) is gradually shifted downward, and the inner dimension is approximately the middle in the vertical direction of the center of each stirring reaction tank (T1), (T2), and (T3) from the outer diameter dimension of the turbulent propeller blades. A square tube (1f) that is slightly larger than the other is provided, and two vertically long, parallel to the left and right in the middle of the center of the four inner sides of each stirring reaction tank (T1), (T2), and (T3). A water flow resistance plate (1e) having a rectangular cutout hole (1e ') is welded, and each stirring reaction is performed. An equilateral triangular turbulent flow generating member (1g) is inclined at a predetermined inclination angle (α) at the four corners of the bottom of the tanks (T1), (T2), and (T3), and the water channel is provided between the tanks. A partition plate (1h) (1h ') having a predetermined length dimension (l1) (l2) bent in a U-shape or Mt. Fuji shape at the upper and lower central portions of the outlet side portion of the pipe (1b) (1c). 2. A welded and provided continuous turbulent flow is generated for each tank, and a large volume of sewage or turbid water is brought into contact with a flocculating / separating agent in a short time to flocculate and separate. It is composed of the described multi-tank continuous polluted water purification device.
[0008]
First, the concept of the water treatment process using a flocculating / separating agent and the position of the present invention will be explained. The treatment of sewage or turbid water is mainly composed of a stirring reaction tank and a flocculation / precipitation tank, and the present invention shows the former side. Add a flocculent separation agent to sewage or turbid water and cause turbulent stirring to flocculate suspended matter in water contained in sewage or turbid water, and then sink the floc in water to discharge the supernatant water. It is made up.
[0009]
Next, the flow path from the feed water to the drainage until the polluted water (PW) becomes purified water (CW) will be described. The sewage or muddy water is fed from the water pipe (1 g), and the first stirred reaction tank ( In T1), the mixture is stirred simultaneously with the addition of the flocculant separation agent, passed through the water pipe (1b), transferred to the partition plate (1h) of the second stirred reaction tank (T2), and further stirred to pass the water pipe (1c). It is transferred to the partition plate part (1h ′) of the third stirring reaction tank (T3), further stirred and separated, and drained through the water pipe (1d).
[0010]
Next, the outline of the component configuration / internal structure and adjusting method of the present invention will be described. First, the component configuration is roughly divided into a stirring reaction tank (1) and a propeller shaft (3) arranged in a multi-tank tank. The motor with an inverter reduction gear (M) that rotates at a speed of 5 mm, a propeller shaft (3), and a turbulent flow generation propeller blade (2) that can be arbitrarily adjusted up and down. The structure of the motor and the propeller shaft is coaxially connected by the coupling (4), and the tip of the propeller shaft (3) is a bearing member in which hooks are welded at four locations on the outer periphery to prevent shaft blurring. (5) is provided, and a hook is attached to a square at the bottom of the tank, and is fixed by pulling in four directions with a turnbuckle (6). At this time, if there is uneven rotation of the propeller shaft (3), loosen the nuts of the four turnbuckles (6) once, align the center while adjusting the turnbuckle adjustment screws again, and fix them with the nuts. . Finally, a sedimentation sludge discharge port (7) is provided in each tank bottom plate of the multi-tank tank, and the sedimentation sludge accumulated in the tank is removed at the end of the operation.
[0011]
Next, the reason why the vertical mounting dimensions of the water pipes (1a), (1b), (1c), and (1d) of the stirring reaction tank (1) are provided will be described. As shown in FIG. From the 1st tank to the 2nd tank, and further from the 2nd tank to the 3rd tank, the position is gradually shifted by a predetermined dimension (h1) (h2) (h3) from the water supply to the drainage. This ensures that the water flows in a certain direction without backflow.
[0012]
In addition, the reason why the horizontal mounting dimensions of the water pipes (1a), (1b), (1c) and (1d) are alternately shifted left and right with the tank center line part (CL) as a boundary is that resistance to the flow of water In addition, the turbulent flow is caused to facilitate aggregation and separation.
[0013]
Further, in order to agglomerate and separate a larger volume of polluted water in a short time, the outer diameter of the turbulent flow generating propeller blade (2) attached to the propeller shaft (3) of the first tank section (T1) is smaller. A large square cylinder (1f) is provided around it to make it easier to cause turbulence, and right and left in the middle of the center of the four inner sides of each tank (T1, T2, T3). A water flow resistance plate (1e) having two rectangular cutout holes (1e ′) in parallel is welded.
[0014]
The reason for using two turbulent propeller blades in the first tank (T1) is to add a flocculant separation agent in order to cause agglomeration in a large volume of polluted water (PW) in a short time. Because it is necessary to generate an effective turbulent flow, the flocs generated by the coagulation reaction of the second tank part (T2), the third tank part (T3), and the first tank (T1) are further grown and settled. We use one piece at a time to make it easy.
[0015]
In order to efficiently perform a series of agglomeration reactions, the number of rotations of the driving motor (M) for rotating the propeller shaft (3) is 350 rpm for the first tank (T1) and 300 rpm for the second tank (T2). For the third tank (T3), the rotational speed is gradually reduced to 280 rpm and stirring is performed.
[0016]
Further, as shown in FIG. 2 (A), a partition plate (1h) folded in a U-shape at the outlet of the water pipe (1b) (1c) of the second tank (T2) and the third tank (T3). (1h ′) is provided for efficient turbulent stirring.
[0017]
【The invention's effect】
The stirring reaction tank (1) is made up of three continuous tanks, and the driving motor for stirring (M) and the propeller shaft (3) are connected to each tank (tank), and the rotational speed of each motor is set to be efficient. By adjusting the rotation speed to a good and optimal speed, the polluted water (PW) is forced to react and separate into the coagulated sludge and purified water (CW), ensuring large volumes of water (30 t / h to 300 t / h) in a short time. This makes it possible to achieve a very beneficial effect, such as enabling processing.
[Brief description of the drawings]
1A and 1B show an embodiment of the present invention, in which FIG. 1A is a plan view and FIG. 1B is a cross-sectional view taken along a line aa in FIG.
2A and 2B show an embodiment of the present invention, in which FIG. 2A is a cross-sectional view taken along the line bb of FIG. 1B, and FIG. 2B is a view taken along the line aa of FIG.
FIG. 3 is an enlarged detail view of a driving means such as a motor and a propeller shaft portion according to an embodiment of the present invention.
[Explanation of symbols]
1 Stirring reaction tank 1a Water pipe 1b Water pipe 1c Water pipe 1d Water pipe 1e Water flow resistance plate 1e 'Notch hole
1f Regular square cylinder 1g Turbulence generating member 1h Partition plate 1h 'Partition plate 2 Turbulent flow generating propeller blade 3 Propeller shaft 4 Coupling 5 Bearing member 6 Tightening adjustment member such as turnbuckle 7 Sediment discharge port CL Tank center line M Driving means such as a motor with an inverter speed reducer T1 First stirring reaction tank T2 Second stirring reaction tank T3 Third stirring reaction tank α Predetermined angle (inclination angle)
h1 predetermined dimension h2 predetermined dimension h3 predetermined dimension l1 length dimension of second tank partition plate l2 length dimension of third tank partition plate PW contaminated water CW purified water

Claims (2)

平面視が正方形又は矩形で、箱形状をした撹拌反応タンク(1)を多連槽に配列して設け、該各撹拌反応タンクの上部中心部には、それぞれインバーター減速機付モートル等の駆動手段(M)を設け、該各攪拌反応タンク(1)のうち、第1タンク(T1)には、前記動手段の軸部の上部と下部に2枚の任意調節可能な乱流発生プロペラ羽根(2)を設け、該乱流発生プロペラ羽根を囲む正四角筒体を設けると共に、プロペラ軸(3)の先端部に四方をターンバックル等の引き締め調整部材(6)で固定した軸受け部材(5)を設け、他の反応タンク(T2)(T3)には、1枚の任意調節可能な乱流発生プロペラ羽根(2)を設けると共に、プロペラ軸(3)の先端部に四方をターンバックル等の引き締め調整部材(6)で固定した軸受け部材(5)を設けて、各槽毎に安定した回転と回転速度の可変調整を可能にした事を特徴とする多連槽式連続汚濁水浄化装置。Box-shaped stirring reaction tanks (1) that are square or rectangular in plan view are arranged in a multi-tank tank, and each stirring reaction tank has a driving means such as a motor with an inverter speed reducer at the center of the upper part. (M) the provided among the respective stirring reaction tank (1), the first tank (T1), optionally adjustable turbulence generation propeller blades of two at the top and bottom of the shaft portion of the drive motion means (2) is provided, and a regular rectangular tube surrounding the turbulent flow generation propeller blade is provided, and a bearing member (5) fixed to the tip end portion of the propeller shaft (3) by a tightening adjustment member (6) such as a turnbuckle. ) And the other reaction tanks (T2) and (T3) are provided with one arbitrarily adjustable turbulent flow generating propeller blade (2) and turn buckles at the tip of each propeller shaft (3). A shaft fixed by a tightening adjustment member (6) such as Only provided member (5), the multiple-vessel type continuous polluted water purifying apparatus is characterized in that to allow variable adjustment of the rotation and the rotation speed stable for each vessel. 平面視が正方形又は矩形で、箱形状をした撹拌反応タンク(1)を多連槽に配列して設け、該撹拌反応タンクの水路管(1a)(1b)(1c)(1d)の左右方向の取付位置を、タンク中心線部(CL)を境に左右交互にずらして設け、且つ、上下方向の取付位置を階段状に所定寸法(h1)(h2)(h3)程徐々に下方にずらして設け、且つ、該各撹拌反応タンクの第1タンク(T1)の中心部の上下方向ほぼ中程に、正四角筒体(1f)を設け、該各撹拌反応タンクの内周四側面中央部の上下中程に、左右並列に二ヶ所の縦長矩形状の切欠穴(1e’)を有する水流抵抗板(1e)を溶着し、該各撹拌反応タンクの底部四隅に正三角形状の乱流発生部材(1g)を、所定角度(α)に傾斜させて溶着し、該各タンク間に設けた水路管(1b)(1c)の出口側部のほぼ上下中央部にコの字形状、又は富士山形状に折り曲げた所定長さ寸法(l1)(l2)を有する仕切り板(1h)(1h’)を溶着して設け、各槽毎に持続乱流を発生させて短時間で確実に大容量の汚濁水を凝集分離により、浄化させる事を特徴とする請求項1記載の多連槽式連続汚濁水浄化装置。Box-shaped stirring reaction tanks (1) that are square or rectangular in plan view are arranged in a multi-tank tank, and the horizontal direction of the water pipes (1a) (1b) (1c) (1d) of the stirring reaction tanks The mounting position is shifted alternately left and right with the tank center line part (CL) as the boundary, and the vertical mounting position is gradually shifted downward by a predetermined dimension (h1) (h2) (h3). In addition, a regular rectangular tube (1f) is provided approximately in the middle in the vertical direction of the center of the first tank (T1) of each stirring reaction tank, and the central part of the inner peripheral four sides of each stirring reaction tank. A water flow resistance plate (1e) having two vertically elongated rectangular cutout holes (1e ') is welded in the middle of the upper and lower sides of the tank, and equilateral triangular turbulence is generated at the bottom four corners of each stirring reaction tank. The member (1g) is welded at a predetermined angle (α), and a water channel pipe (between each tank ( b) A partition plate (1h) (1h ') having a predetermined length dimension (l1) (l2) bent in a U-shape or Mt. Fuji shape is welded to the upper and lower central portions of the exit side portion of (1c). 2. A multi-tank continuous polluted water purifier according to claim 1, wherein a continuous turbulent flow is generated for each tank, and a large volume of polluted water is purified by coagulation separation in a short time. .
JP2003175022A 2003-06-19 2003-06-19 Multi-tank continuous water purification system Expired - Fee Related JP4009668B2 (en)

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