JPH05192699A - Flocculation reaction device - Google Patents

Flocculation reaction device

Info

Publication number
JPH05192699A
JPH05192699A JP4025840A JP2584092A JPH05192699A JP H05192699 A JPH05192699 A JP H05192699A JP 4025840 A JP4025840 A JP 4025840A JP 2584092 A JP2584092 A JP 2584092A JP H05192699 A JPH05192699 A JP H05192699A
Authority
JP
Japan
Prior art keywords
disk
swirling
tank
vanes
shorting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP4025840A
Other languages
Japanese (ja)
Other versions
JP3146371B2 (en
Inventor
Tsutomu Yasuda
勉 安田
Yasuhiko Watanabe
康彦 渡辺
Makoto Matsunaka
真 松中
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP02584092A priority Critical patent/JP3146371B2/en
Publication of JPH05192699A publication Critical patent/JPH05192699A/en
Application granted granted Critical
Publication of JP3146371B2 publication Critical patent/JP3146371B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To enable the formation of pellets having large grain sizes and high strength even if the diameter of a treating chamber is large by constituting the stirring vanes of the lowermost stage of a disk which is fixed to a revolving shaft and flat plate-shaped retrograding vanes which are fixed at the base parts perpendicularly to the peripheral edge of the disk and retrograde and curve increasingly toward the front end. CONSTITUTION:The stirring vanes 12 of the lowermost stage swiveling in the bottom in the treating chamber 1 are constituted of the disk 13 which is fixed concentrically and level to the revolving shaft 2 and plural sheets of the flat plate-shaped retrograding vanes 14 which are fixed at the base parts orthogonally and perpendicularly to the circumferential part of the disk 13 and are curved to retrograde increasingly toward the front end. Consequently, the upper swirling and circulating flow B and lower swirling and circulating flow B' generated by the flat plate-shaped retrograding vanes 14 of the lower-stage stirring vanes 12 swiveling in the bottom in the treating chamber 1 are prevented from being shut off by the disk 13 and from shorting in the central part in the bottom in the chamber 1. Then, the vigor of the flow is decreased by the shorting in the event of the shorting and a dead space is generated in the central part of the bottom in the chamber 1 but there is no shorting and, therefore, the upper and lower swirling and circulating flows B, B' grow to the large and continuous flow without losing the vigor.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、処理槽の底部に汚泥
と凝集剤とを受入れ、槽内で水平旋回する上下方向に複
数段の撹拌翼で撹拌して汚泥を凝集、造粒し、複数段の
撹拌翼で撹拌して汚泥を凝集、造粒し、処理槽の上部か
ら槽外に排出する凝集処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention receives sludge and a coagulant at the bottom of a treatment tank, and agitates sludge with a plurality of vertical stirring blades horizontally swirling in the tank to aggregate and granulate sludge, The present invention relates to an aggregating treatment device that agitates sludge by agitation with a plurality of stages of agitation blades to agglomerate and granulate, and discharges sludge from the upper part of a treatment tank to the outside of the tank.

【0002】[0002]

【従来の技術】このような凝集処理装置として、下段の
撹拌羽根が上下の旋回循環流を起こさせるために基部の
幅が先端部よりも小さい羽子板形後退翼、上段の撹拌羽
根が水平方向の旋回流を起こさせるために槽の高さ方向
に幅が一定な平板形放射状翼としたものが特公平2−8
761号公報で公知である。この下段の羽子板形後退翼
は旋回することで槽内底部の中心部にある汚泥を外側に
強力に噴き出し、その流れは旋回しながら処理槽の内周
付近で上昇流と下降流に別れ、上昇流は槽内上部で平板
形放射状翼が起す水平旋回流と接触し、処理槽の底部の
中心部に向かって旋回しながら下降する。又、下降流は
処理槽の底面に沿って旋回しながら中心部に向かって上
昇する。こうして槽内底部では羽子板形後退翼の旋回に
より同程度の上下の旋回循環流が生じ、この上下の旋回
循環流は槽の中心部で激しく混合し、汚泥と凝集剤の混
合効果を向上すると共に、フロック同志の接触、会同を
促進して粒径が大きく、強度がある塊に造粒する。
2. Description of the Related Art As such an aggregating apparatus, a battledore-shaped retreating blade having a base width smaller than that of a tip portion in order to cause a lower stirring blade to generate a vertical swirling circulation flow, and an upper stirring blade in a horizontal direction. Japanese Patent Publication No. 2-8 that uses flat plate radial blades with a constant width in the height direction of the tank to generate a swirling flow.
It is known from Japanese Patent No. 761. By swirling, this lower battledore-shaped swept blade strongly ejects sludge at the center of the bottom of the tank to the outside, and its flow is swirling and divided into an upflow and a downflow near the inner circumference of the treatment tank, and rises. The flow comes into contact with the horizontal swirl flow generated by the flat radial blades in the upper part of the tank, and descends while swirling toward the center of the bottom of the processing tank. Further, the descending flow rises toward the center while swirling along the bottom surface of the processing tank. In this way, at the bottom of the tank, the upper and lower swirling circulation flows are generated to the same extent due to the swirling of the battledore-shaped backward blades, and these upper and lower swirling circulation flows are vigorously mixed in the central part of the tank to improve the mixing effect of sludge and coagulant. , Flock promotes contact and association with each other, and granulates into lumps with large particle size and strength.

【0003】[0003]

【発明が解決しようとする課題】上記従来の装置は、処
理槽の直径が比較的小さい場合に有効ではあるが、処理
槽の容量を大にするため槽の直径が大になると、槽の中
心部での液の流動状態が悪くなり、いわゆるデッドスペ
ース(ボルテックスコア)が生じて汚泥を良好に造粒す
ることができなくなる。
The above-mentioned conventional apparatus is effective when the diameter of the treatment tank is relatively small. The fluidity of the liquid in the part deteriorates, so-called dead space (voltech score) occurs, and sludge cannot be granulated well.

【0004】[0004]

【課題を解決するための手段】本発明は、上記に鑑み、
様々な構造の羽根に付いて検討した結果、開発されたも
ので、槽内底部で旋回する最下段の撹拌羽根を、前記回
転軸に同心状に水平に固定した円板と、上記円板の周縁
部に対し基部が直交して垂直に固定され、先端にいくほ
ど後退するように湾曲した複数枚の平板後退翼とで構成
したことを特徴とする。
In view of the above, the present invention has been made in view of the above.
As a result of studying various types of blades, it was developed, and the lowermost stage stirring blade that swirls at the bottom of the tank is fixed concentrically and horizontally to the rotating shaft. It is characterized in that the base part is fixed perpendicularly to the peripheral part and is perpendicular to the peripheral part, and is composed of a plurality of flat plate retracting blades curved so as to recede toward the tip.

【0005】[0005]

【実施例】図示の実施例において、1は円筒形の処理
槽、2は上記処理槽1の中心部に縦設され、モータ、変
速機により一方向に回転駆動される回転軸、3は槽底に
汚泥を供給する給泥管で、給泥管の途中には両性ポリマ
ーなどの凝集剤を汚泥に添加する薬注管4が接続してい
る。尚、回転軸2の上端は、処理槽1の上面に橋状に渡
設した支持体5で支持し、モータ、変速機はこの支持体
5上に設置してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the illustrated embodiment, 1 is a cylindrical processing tank, 2 is a vertical installation in the center of the processing tank 1, and a rotating shaft is driven to rotate in one direction by a motor and a transmission. A sludge supply pipe for supplying sludge to the bottom, and a chemical injection pipe 4 for adding a coagulant such as an amphoteric polymer to sludge is connected in the middle of the sludge supply pipe. In addition, the upper end of the rotary shaft 2 is supported by a support 5 provided in a bridge shape on the upper surface of the processing tank 1, and the motor and the transmission are installed on the support 5.

【0006】回転軸2には、この実施例では上下二段に
撹拌羽根10,12がほゞ放射状に取付けてある。上段
撹拌羽根10は全長にわたり槽の高さ方向に幅が一定
で、広い平板形放射状翼11であり、回転軸2に対し1
80°の位相で二枚取付けてある。下段撹拌羽根12は
回転軸2に対し水平に同心状に固定した円板13と、こ
の円板の周縁部に基部14aが直交して垂直に固定さ
れ、基部から先端14bに向かって旋回方向に対し後退
するように湾曲した平板形後退翼14とからなり、この
平板形後退翼も図示のように末広がりの基部の幅広端か
ら先端まで槽の高さ方向に幅が一定で、円板13の周縁
部に対し180°の位相で固定してある。又、処理槽の
底部内周と中段部内周には上記撹拌羽根10,12の旋
回方向に槽の内周から次第に離れる案内板15が180
°の位相で二枚宛設けてある。
In this embodiment, the rotating shaft 2 is provided with agitating blades 10 and 12 in two stages, that is, upper and lower, in a substantially radial manner. The upper-stage stirring blade 10 is a flat plate-shaped radial blade 11 having a constant width in the height direction of the tank over the entire length, and is 1 with respect to the rotating shaft 2.
Two pieces are attached at a phase of 80 °. The lower stirrer blade 12 has a disc 13 fixed concentrically horizontally with respect to the rotating shaft 2, and a base portion 14a perpendicularly fixed to the peripheral edge portion of the disc vertically so that the base portion 14a is swiveled in a turning direction from the base portion toward the tip 14b. The plate-shaped retreating blade 14 is curved so as to retreat, and the plate-shaped retreating blade 14 also has a constant width in the height direction of the tank from the wide end of the diverging base to the tip as shown in the drawing. It is fixed at a phase of 180 ° with respect to the peripheral portion. Further, on the inner circumference of the bottom portion and the inner circumference of the middle portion of the processing tank, there is provided a guide plate 15 which is gradually separated from the inner circumference of the tank in the swirling direction of the stirring blades 10 and 12.
Two sheets are provided with a phase of °.

【0007】処理槽内の底部に給泥管3で凝集剤が添加
された汚泥を供給しながら回転軸2を回転すると、上段
撹拌羽根10、下段撹拌羽根12は一体に旋回し、上段
撹拌羽根は平板形放射状翼11であるため槽内上部には
水平旋回流Aが生じ、槽内底部では、下段撹拌羽根の円
板13が羽子板の柄部、平板形後退翼14が羽子板の板
部となり、平板形後退翼が全体として旋回方向に対し後
退するように湾曲していることから、その旋回によって
槽内底部の中心部にある汚泥を強力に外側に押出し、こ
の流れは旋回しながら処理槽1の内周付近で上昇流と下
降流とに別れ、上昇流は槽内上部の上段撹拌羽根が起す
水平旋回流Aに接触し、処理槽の底部の中心部に向かっ
て旋回しながら下降して循環する上部旋回循環流Bにな
り、又、下降流は処理槽の底面沿いに旋回し、槽内中心
部に向かって上昇する下部旋回循環流B′になる。前記
中段部内周の案内板15は上部旋回循環流Bが旋回しな
がら槽内中心部に向かって下降するのを促進し、底部内
周の案内板15は下部旋回循環流B′が槽内中心部に向
かって上昇するのを促進する。
When the rotary shaft 2 is rotated while supplying the sludge to which the coagulant has been added by the mud supply pipe 3 to the bottom of the treatment tank, the upper stirring blade 10 and the lower stirring blade 12 swivel together to form the upper stirring blade. Is a flat radial blade 11, a horizontal swirling flow A is generated in the upper part of the tank, and at the bottom of the tank, the disk 13 of the lower stirring blade is the handle part of the battledore, and the flat retreating blade 14 is the plate portion of the battledore. Since the flat plate type retreating blade is curved so as to retreat in the swirling direction as a whole, the swirling strongly pushes out the sludge in the center of the bottom of the tank to the outside. 1 divided into an upflow and a downflow near the inner circumference, and the upflow contacted the horizontal swirl flow A caused by the upper stirring blade in the upper part of the tank, and descended while swirling toward the center of the bottom of the processing tank. Becomes the upper swirling circulation flow B that circulates as Turning along the bottom surface of the physical vessel becomes lower swirling circulation B 'which rises towards the intracisternal center. The guide plate 15 on the inner circumference of the middle stage promotes the upper swirling circulation flow B to descend toward the inner center of the tank while swirling, and the guide plate 15 on the inner circumference of the bottom moves the lower swirling circulation flow B'to the center of the tank. Helps to rise towards the section.

【0008】そして、上記槽内の底部中心部に向かって
下降し、循環する上部旋回循環流Bと、底部中心部に向
かって上昇し、循環する下部旋回循環流B′とは円板1
3で遮られて短絡しないため、各旋回循環流B,B′は
勢いをそがれることなく循環し、勢いがあって大きく、
連続且つ均等な旋回循環流になり、円板13上に堆積し
ようとする汚泥や、円板13の下に滞留しようとする汚
泥はその流れに巻込まれ、堆積、滞留できない。
The upper swirling circulation flow B that descends toward the center of the bottom of the tank and circulates, and the lower swirl circulation flow B'that rises toward the center of the bottom and circulates the disc 1
Since it is blocked by 3 and does not short-circuit, each of the swirling circulation flows B and B ′ circulates without being repulsed, and is strong and large.
A continuous and even swirling circulation flow is formed, and sludge that is trying to accumulate on the disc 13 or sludge that is trying to stay under the disc 13 is caught in the flow and cannot be deposited or stayed.

【0009】こうして槽内底部に給泥管3から供給され
た汚泥と凝集剤は上下の旋回循環流B,B′に乗って充
分に混合し、フロックに成長すると共に、一部のフロッ
クは接触、会同して汚泥塊になる。そして、上下の旋回
循環流B,B′に乗って移動するフロック及び汚泥塊
は、槽内底部に供給される後続の汚泥で次第に押上げら
れ、上段撹拌羽根10が起す水平旋回流Aに巻込まれ、
こゝでフロックは汚泥塊に接触して付着すると同時に、
処理槽1の内周面に押付けられて内周面を転がり、密度
を高めて強度を増しながら大きく造粒され、造粒ペレッ
トは、逐次、流出口6から排出される。又、造粒ペレッ
トを分離した分離水は、処理槽の上端部に設けた溢流樋
(図示せず)にオーバーフローさせて排水してもよい
し、図示のように処理槽の内周又は外周に濾過槽7を付
設し、汚泥が槽内に入ることをスリットその他のフィル
タで防止し、濾過槽7から外に排水してもよい。尚、濾
過槽7を処理槽の内周に設けた場合はフィルタ8を濾過
槽の底壁に設け、処理槽の外周に設けた場合はフィルタ
8は濾過槽の内周に設ける。
Thus, the sludge and the coagulant supplied from the mud supply pipe 3 to the bottom of the tank ride on the upper and lower swirling circulation flows B and B ', and are sufficiently mixed to grow into flocs, and some flocs come into contact with each other. , I met and became a sludge lump. Then, the flocs and sludge lumps moving on the upper and lower swirling circulation flows B and B ′ are gradually pushed up by the subsequent sludge supplied to the bottom of the tank and are entrained in the horizontal swirling flow A caused by the upper stirring blade 10. And
At this time, the flocs come into contact with the sludge mass and adhere,
The granules are pressed against the inner peripheral surface of the processing tank 1 and roll on the inner peripheral surface, and are granulated into large particles while increasing the density and the strength, and the granulated pellets are sequentially discharged from the outlet 6. The separated water from which the granulated pellets have been separated may be overflowed into an overflow gutter (not shown) provided at the upper end of the treatment tank and drained. A filtration tank 7 may be additionally provided to prevent sludge from entering the tank with a slit or other filter, and the sludge may be drained to the outside. When the filtration tank 7 is provided on the inner circumference of the treatment tank, the filter 8 is provided on the bottom wall of the filtration tank, and when it is provided on the outer circumference of the treatment tank, the filter 8 is provided on the inner circumference of the filtration tank.

【0010】[0010]

【発明の効果】以上で明らかなように、本発明では槽内
底部で旋回する下段撹拌羽根12の平板形後退翼14に
よって生じる上部旋回循環流Bと、下部旋回循環流B′
とは、円板13で遮られ、槽内の底部中心部で短絡する
ことがない。従って、短絡すると流れの勢いが低下し、
槽内の底部中心部にデッドスペースが生じるが、本発明
では短絡がないため、上部旋回循環流Bと、下部旋回循
環流B′とは勢いをそがれることなく、大きく、連続し
た流れとなり、処理槽の直径が大であっても粒径の大き
い、強度のあるペレットを造粒することができる。
As is apparent from the above, according to the present invention, the upper swirling circulation flow B and the lower swirling circulation flow B'generated by the flat plate type retreating blades 14 of the lower stage stirring blade 12 swirling at the bottom of the tank.
Is blocked by the disk 13 and does not short-circuit at the center of the bottom of the tank. Therefore, if a short circuit occurs, the momentum of the flow will decrease,
Although there is a dead space in the center of the bottom of the tank, since there is no short circuit in the present invention, the upper swirl circulation flow B and the lower swirl circulation flow B ′ do not lose their momentum and become a large and continuous flow. Even if the tank has a large diameter, it is possible to granulate strong pellets having a large particle size.

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

【図1】凝集反応装置の全体の断面図である。FIG. 1 is a sectional view of an entire agglutination reaction apparatus.

【図2】図1のII−II線での拡大断面図である。FIG. 2 is an enlarged sectional view taken along line II-II in FIG.

【図3】上段撹拌羽根と、下段撹拌羽根の旋回状況を示
す斜視図である。
FIG. 3 is a perspective view showing a swirling state of an upper stirring blade and a lower stirring blade.

【符号の説明】[Explanation of symbols]

1 処理槽 2 回転翼 3 給泥管 4 薬注管 5 支持体 6 造粒ペレットの流出口 7 濾過槽 8 フィルタ 10 上段撹拌羽根 11 平板形放射状翼 12 上段撹拌羽根 13 円板 14 平板形後退翼 15 案内板 1 Processing Tank 2 Rotating Blade 3 Mud Supply Pipe 4 Chemical Injection Pipe 5 Support 6 Granule Pellet Outlet 7 Filtering Tank 8 Filter 10 Upper Stage Stirring Blade 11 Flat Radial Blade 12 Upper Stage Stirring Blade 13 Disc 14 Flat Plate Retracting Blade 15 Information board

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松中 真 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Makoto Matsunaka 3-4-7 Nishishinjuku, Shinjuku-ku, Tokyo Kurita Industry Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 汚泥と凝集剤とを底部に受入れ、造粒汚
泥を上部から流出させる処理槽と、上記処理槽の中心部
に縦設された回転軸に上下方向に複数段取付けられて上
記処理槽内の水中で旋回する撹拌羽根を備えた凝集反応
装置において、最下段の撹拌羽根を、前記回転軸に同心
状に水平に固定した円板と、上記円板の周縁部に対し基
部が直交して垂直に固定され、先端にいくほど後退する
ように湾曲した複数枚の平板形後退翼とで構成したこと
を特徴とする凝集反応装置。
1. A treatment tank for receiving sludge and a coagulant in the bottom portion and allowing granulated sludge to flow out from the upper portion, and a plurality of stages vertically attached to a rotary shaft vertically provided in the central portion of the treatment tank. In an agglomeration reaction apparatus equipped with a stirring blade that swirls in water in a treatment tank, the lowermost stirring blade is a disk that is horizontally concentrically fixed to the rotating shaft, and the base part is the peripheral part of the disk. An agglutination reaction device comprising a plurality of flat plate-shaped retreating blades which are orthogonally fixed vertically and curved so as to recede toward the tip.
JP02584092A 1992-01-17 1992-01-17 Coagulation reaction device Expired - Lifetime JP3146371B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02584092A JP3146371B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02584092A JP3146371B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Publications (2)

Publication Number Publication Date
JPH05192699A true JPH05192699A (en) 1993-08-03
JP3146371B2 JP3146371B2 (en) 2001-03-12

Family

ID=12177052

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02584092A Expired - Lifetime JP3146371B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Country Status (1)

Country Link
JP (1) JP3146371B2 (en)

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JP2005080662A (en) * 2003-09-04 2005-03-31 Hygiene-Technik Inc Automated biological growth and dispensing system
US8206973B2 (en) 2003-09-04 2012-06-26 Gotohti.Com Inc Automated biological growth and dispensing system
US9816067B2 (en) 2003-09-04 2017-11-14 Op-Hygiene Ip Gmbh Automated biological growth and dispensing apparatus
JP2008036462A (en) * 2006-08-01 2008-02-21 Ishigaki Co Ltd Two-stage type flocculation and mixture tank
JP4623431B2 (en) * 2006-08-01 2011-02-02 株式会社石垣 Two-stage coagulation mixing tank
CN112744878A (en) * 2020-12-14 2021-05-04 罗静峰 Sewage treatment pond is with broken automatic even laying of treating agent and is equipped with
CN112744878B (en) * 2020-12-14 2023-11-10 江苏康世源药业有限公司 Automatic even-paving equipment for crushing treatment agent for sewage treatment tank

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