JP2000350983A - Cleaning apparatus of sludge-containing sewage - Google Patents

Cleaning apparatus of sludge-containing sewage

Info

Publication number
JP2000350983A
JP2000350983A JP11162902A JP16290299A JP2000350983A JP 2000350983 A JP2000350983 A JP 2000350983A JP 11162902 A JP11162902 A JP 11162902A JP 16290299 A JP16290299 A JP 16290299A JP 2000350983 A JP2000350983 A JP 2000350983A
Authority
JP
Japan
Prior art keywords
sludge
tank
sewage
treated water
plate
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
JP11162902A
Other languages
Japanese (ja)
Other versions
JP3049431B1 (en
Inventor
Masaharu Ishikawa
正治 石川
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.)
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 JP11162902A priority Critical patent/JP3049431B1/en
Application granted granted Critical
Publication of JP3049431B1 publication Critical patent/JP3049431B1/en
Publication of JP2000350983A publication Critical patent/JP2000350983A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Physical Water Treatments (AREA)
  • Removal Of Floating Material (AREA)

Abstract

PROBLEM TO BE SOLVED: To smoothly operate the subject apparatus for cleaning sewage by removing sludge in sewage to obtain treated water adjusted to a waste standard value or less without clogging a filter device arranged on the downstream side of the apparatus within a short period of time. SOLUTION: A tank body is constituted of a sludge flotation tank 2 to which sewage and air bubbles are supplied and a sedimentation tank 13 communicating with the sludge flotation tank 2 on the downstream side of the flotation tank 2. A floating substance discharge opening and a sludge discharge opening are provided to the sludge flotation tank 2 on the downstream side thereof and a sludge scraping-off device 22 is arranged on the side of both the discharge openings. A sludge/oil component discharge pipe 20 is provided on the downstream side of the sedimentation tank 13 of sludge, and flow paralleling plates 17, 18 and a water level adjusting tank 21 are provided on the downstream side thereof.

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、鉱物油系の洗浄剤
を含浸させた所謂化学雑巾や化学モップを洗浄した汚
水、その他の洗浄水中の汚泥を除去して廃水基準値以内
に浄化すると共に、下流側の濾過装置が目詰まりするこ
となく円滑に作動させることができる汚泥含有汚水の浄
化装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for removing so-called chemical rags and chemical mops, impregnated with a mineral oil-based detergent, sewage washed from chemical mops, and other sludge in rinsing water to purify the sewage to within a wastewater standard value. The present invention relates to a sludge-containing sewage purification apparatus that can be operated smoothly without clogging of a downstream filtration apparatus.

【0002】[0002]

【従来の技術】図13及び図14に従来技術に係る汚水
浄化装置を示す。図において、81は平面略長方形の汚
水処理槽で、該汚水処理槽81には上流側下部に汚水流
入口82が設けてあり、該汚水流入口82の近傍に位置
して汚水を上方に誘導するガイド板83が傾斜した状態
で立設してある。汚水処理槽81の上流側上部には汚水
排出口84が設けてあり、汚水排出口84に汚水を誘導
する排出板85が設けてある。86は汚水処理槽81の
上部に配置した汚泥掻き出し装置で、該汚泥掻き出し装
置86は、汚水処理槽81に軸支した駆動ローラ86A
及び従動ローラ86B間に、所定の間隔で複数の掻き出
し翼86C、86C、・・・を立設した回転ベルト86
Dを巻装し、駆動ローラ86Aを介して駆動モータ86
Eにより支持ベルト86Dを矢示方向に回転させるもの
である。87は汚水処理槽81の下流側に立設した整流
板、88は整流板87の下流側に設けた水位調整槽で、
該水位調整槽88内にはエルボ管からなる調整管89A
に調整弁89Bを手動により昇降可能に挿設した水位調
整手段89が設置してあり、該水位調整手段89を介し
て処理水はオバーフロー槽90側に排出される。
2. Description of the Related Art FIGS. 13 and 14 show a conventional sewage purification apparatus. In the figure, reference numeral 81 denotes a sewage treatment tank having a substantially rectangular planar shape. The sewage treatment tank 81 is provided with a sewage inlet 82 at a lower portion on the upstream side, and is located near the sewage inlet 82 to guide sewage upward. The guide plate 83 is set up in an inclined state. A sewage discharge port 84 is provided at an upper portion on the upstream side of the sewage treatment tank 81, and a discharge plate 85 for guiding sewage is provided at the sewage discharge port 84. Reference numeral 86 denotes a sludge scraping device disposed above the sewage treatment tank 81. The sludge scraping device 86 includes a drive roller 86A pivotally supported by the sewage treatment tank 81.
A rotating belt 86 having a plurality of scraping blades 86C, 86C,...
D, and drive motor 86 via drive roller 86A.
E rotates the support belt 86D in the direction indicated by the arrow. 87 is a rectifying plate provided on the downstream side of the sewage treatment tank 81, 88 is a water level adjusting tank provided on the downstream side of the rectifying plate 87,
An adjusting pipe 89A made of an elbow pipe is provided in the water level adjusting tank 88.
Is provided with a water level adjusting means 89 in which an adjusting valve 89B is inserted so as to be able to move up and down manually. The treated water is discharged to the overflow tank 90 side through the water level adjusting means 89.

【0003】従来の汚水処理装置は上述の構成からな
り、汚水流入口82から汚水処理槽81に流入した汚水
はガイド板83に沿って上昇し下流側に流動する。この
流動する間に水面側に浮上した汚泥を含む浮遊物は汚泥
掻き出し装置86によって汚水排出口84側に掻き寄せ
られ、排出板85上を介して汚水排出口84から外部に
排出される。下流側に流動した処理水は整流板87を越
えて水位調整槽88内に流入し、水位調整手段89を介
して濾過装置側に排出される。
[0003] The conventional sewage treatment apparatus has the above-described configuration, and the sewage flowing into the sewage treatment tank 81 from the sewage inlet 82 rises along the guide plate 83 and flows downstream. The suspended matter including the sludge floating on the water surface side while flowing is raked toward the sewage discharge port 84 side by the sludge scraping device 86, and discharged to the outside from the sewage discharge port 84 via the discharge plate 85. The treated water flowing to the downstream side flows into the water level adjusting tank 88 over the straightening plate 87 and is discharged to the filtration device side through the water level adjusting means 89.

【0004】更に、図15は他の従来技術を示し、図中
91は凹陥した裁頭円錐状の底部91Aと円形胴部91
Bからなり、底部91A中央に汚泥排出口91Cが設け
られた槽本体、92は底部91Aに突設され、上端側が
外側に拡開した円筒からなる汚水ガイド筒で、該汚水ガ
イド筒92には汚水供給管93が挿設してある。94は
長手方向に離間して多数の集水穴94A、94A、・・
・が穿設してある環状の集水管で、該集水管94は槽本
体91の内周面に沿って配設されており、連通管95を
介して水位調整装置96に連通してある。97は槽本体
91の上部に設置した汚泥掻き寄せ装置で、該汚泥掻き
寄せ装置97は駆動モータ97Aにより回転駆動される
アーム支持体97Bに支持された回転アーム97C、9
7Cに掻き寄せ翼97Dを取着した構成からなってい
る。また、98は回転する掻き寄せ翼97Dの下方に位
置して槽本体91に傾斜させて設けた汚泥排出板で、汚
泥排出板98汚泥排出管99が接続してある。
FIG. 15 shows another prior art, in which 91 is a depressed frustoconical bottom portion 91A and a circular trunk portion 91A.
B, a tank body provided with a sludge discharge port 91C at the center of the bottom 91A, and 92 is a sewage guide tube formed of a cylinder projecting from the bottom 91A and having an upper end expanded outward. A sewage supply pipe 93 is inserted. 94 is a plurality of water collecting holes 94A, 94A,.
The water collecting pipe 94 is disposed along the inner peripheral surface of the tank main body 91 and communicates with a water level adjusting device 96 via a communication pipe 95. Reference numeral 97 denotes a sludge scraping device installed on the upper portion of the tank body 91. The sludge scraping device 97 is a rotary arm 97C, 9 supported by an arm support 97B that is driven to rotate by a drive motor 97A.
It has a configuration in which a wing 97D is attached to 7C. Reference numeral 98 denotes a sludge discharge plate which is provided below the rotating scraper wing 97D and is provided in the tank main body 91 at an angle. A sludge discharge plate 98 is connected to a sludge discharge pipe 99.

【0005】上述した従来技術のものは、汚水供給管9
3から汚水ガイド筒92を介して槽本体91に流入した
汚水中の汚泥は汚水ガイド筒92の下方に沈降し、上昇
した浮遊物を含む汚泥等は汚泥掻き寄せ装置97の掻き
寄せ翼97Dにより汚泥排出板98上に掻き寄せ、汚泥
排出管99から外部に排出する。他方、浄化した処理水
は集水管94により集水して水位調整槽96から濾過装
置側に送出するようになっている。
[0005] The above-mentioned prior art has a sewage supply pipe 9.
The sludge in the sewage that has flowed into the tank body 91 from 3 through the sewage guide cylinder 92 sinks below the sewage guide cylinder 92, and the sludge containing the suspended matter that has risen is swept by the scraping blades 97 </ b> D of the sludge scraper 97. It is swept onto the sludge discharge plate 98 and discharged to the outside from the sludge discharge pipe 99. On the other hand, the purified treated water is collected by a water collecting pipe 94 and sent out from a water level adjusting tank 96 to the filtration device side.

【0006】[0006]

【発明が解決しようとする課題】上述の構成からなる第
1の従来技術にあっては、汚水処理槽81内の一側下方
から供給した汚水はガイド板83に沿って上昇させ、浮
上した汚泥は汚泥掻き出し装置86により外部に掻き出
すが、浮遊する汚泥は処理水と共に下流側に流動して水
位調整槽21内に滞留し、濾過装置側に流出する欠点が
ある。また、第2の従来技術にあっては、浮上する汚泥
等と処理水とが分離されていないために上昇途中や沈降
途中の汚泥が集水管94内に流入するという欠点があ
る。このため、いずれの従来技術も汚水を廃水基準値以
内に浄化することはできるが、汚泥の除去が十分でない
ために下流側に設置する濾過装置が短期間で目詰まりし
てしまう欠点があり、濾過装置を使用しないで排水する
という問題が起きているし、汚水浄化システム全体の処
理能率が悪いという欠点や保守作業の負担が大きいとい
う欠点がある。
In the first prior art having the above construction, the sewage supplied from below one side in the sewage treatment tank 81 is raised along the guide plate 83, and the sludge which has floated Although the sludge is scraped out by the sludge scraping device 86, the floating sludge flows downstream with the treated water, stays in the water level adjusting tank 21, and has a drawback of flowing out to the filtration device side. Further, the second conventional technique has a drawback that sludge that is rising or settling flows into the water collecting pipe 94 because the rising sludge and the treated water are not separated. For this reason, any conventional technology can purify sewage within a wastewater standard value, but there is a drawback that a filtration device installed on the downstream side is clogged in a short time because sludge is not sufficiently removed. There is a problem that the wastewater is drained without using a filtration device, and there is a disadvantage that the treatment efficiency of the entire sewage purification system is poor and a burden of maintenance work is large.

【0007】本発明は上述した従来技術の欠点に鑑みな
されたもので、汚泥を十分に除去して汚水を廃水基準値
以下に浄化すると共に、濾過装置を目詰まりすることな
く円滑に作動させるための汚泥含有汚水の浄化装置を提
供することを目的とする。
The present invention has been made in view of the above-mentioned drawbacks of the prior art, and is intended to remove sludge sufficiently to purify sewage water to a wastewater standard value or less and to operate a filtration device smoothly without clogging. It is an object of the present invention to provide an apparatus for purifying sludge containing sewage.

【0008】[0008]

【課題を解決するための手段】上述した課題を解決する
ために構成された請求項1に係る本発明の手段は、上流
側下部から汚水及び気泡が供給される汚泥浮上槽と、前
記汚水の供給位置より下流側に位置して該汚泥浮上槽の
上流側に立設された汚水上昇ガイド板と、前記汚泥浮上
槽の下流側に設けた汚泥排出口及び浮遊物排出口と、前
記汚泥浮上槽の上部に配置され、汚泥等を下流方向に掻
き出す汚泥等掻き出し手段と、連通口を介して前記汚泥
浮上槽の下流側から汚水が流入する汚泥沈殿槽と、該汚
泥沈殿槽の下流側に連通して配置した水位調整槽と、該
水位調整槽に設けられ、処理水を濾過装置側に送り出す
処理水排出管と、前記汚泥沈殿槽に設けた汚泥除去口と
からなる。
According to a first aspect of the present invention, there is provided a sludge floating tank to which sewage and air bubbles are supplied from an upstream lower portion, A sewage rise guide plate located downstream from the supply position and erected on the upstream side of the sludge floating tank, a sludge discharge port and a suspended matter discharge port provided on the downstream side of the sludge floating tank, and the sludge floating A sludge scraping means disposed at the upper part of the tank and for scraping sludge and the like in a downstream direction, a sludge sedimentation tank into which wastewater flows in from a downstream side of the sludge floating tank through a communication port, and a downstream side of the sludge sedimentation tank. It comprises a water level adjusting tank which is arranged in communication, a treated water discharge pipe which is provided in the water level adjusting tank and sends out treated water to the filtration device side, and a sludge removing port provided in the sludge settling tank.

【0009】そして、前記汚泥沈殿槽の下流側に位置し
て油分等排出管を設けるとよい。
[0009] An oil or other discharge pipe may be provided downstream of the sludge settling tank.

【0010】また、前記汚泥沈殿槽の下流側に位置して
整流板を立設するとよい。
[0010] It is preferable that a straightening vane is provided upright on the downstream side of the sludge sedimentation tank.

【0011】更に、請求項2に係る本発明の手段は、底
部が円錐状に凹陥した円筒からなり、底部中央に汚泥排
出口を有する槽本体と、該槽本体内に同心状に挿設され
た複数の円筒状隔壁体により画成された外側の汚泥分離
槽及び内側の複数の汚泥沈殿槽と、前記槽本体と円筒状
隔壁体との間に夫々立設された汚水還流防止板と、該汚
水還流防止板の上流側に位置して前記一の円筒状隔壁体
に形成され、前記汚泥分離槽の汚水を汚泥沈殿槽側に流
入させる上流側連通口と、前記汚水還流防止板の上流側
に位置して前記他の円筒状隔壁体に形成され、前記一の
内側汚泥沈殿槽の汚水を他の内側汚泥沈殿槽に流入させ
る下流側連通口と、前記汚泥分離槽及び内側汚泥沈殿槽
の上部側に設けられ、浮上した汚泥を外部に排出する汚
泥排出部と、前記槽本体の上部に回転可能に設けられ、
浮上する汚泥等を該汚泥排出部側に掻き寄せる汚泥掻き
寄せ手段と、前記槽本体に設けられ、汚泥分離槽内に汚
水を供給する汚水供給口及び気泡を放出する気泡放出口
と、前記槽本体の中央に配置され、処理水を濾過装置側
に送り出す処理水排出管、該処理水排出管に連通して設
けられた水位調整槽とからなる。
Further, according to a second aspect of the present invention, there is provided a tank main body having a conical concave bottom portion having a sludge discharge port at the center of the bottom portion, and being concentrically inserted into the tank main body. Outer sludge separation tank and inner plurality of sludge sedimentation tanks defined by a plurality of cylindrical partition bodies, and a sewage recirculation prevention plate provided between the tank body and the cylindrical partition body, An upstream communication port formed on the one cylindrical partition wall and located on the upstream side of the sewage recirculation prevention plate to allow the sewage of the sludge separation tank to flow into the sludge sedimentation tank side, and an upstream of the sewage recirculation prevention plate. And a downstream communication port formed on the other cylindrical partition body at the side thereof to allow the sewage of the one inner sludge sedimentation tank to flow into the other inner sludge sedimentation tank, and the sludge separation tank and the inner sludge sedimentation tank A sludge discharge unit provided on the upper side of the sludge for discharging the floating sludge to the outside, Rotatably provided on the upper portion of the body,
A sludge scraping means for scraping the rising sludge or the like to the sludge discharge portion side; a sewage supply port provided in the tank body for supplying sewage into a sludge separation tank; and a bubble discharge port for discharging bubbles, It is disposed at the center of the main body, and comprises a treated water discharge pipe for sending treated water to the filtration device side, and a water level adjusting tank provided in communication with the treated water discharge pipe.

【0012】そして、前記槽本体には、縦方向に処理水
流入溝を形成した処理水流入槽を前記処理水排出管を囲
繞するように設け、該処理水流入槽と前記他の円筒状隔
壁体との間には汚水還流防止板を設ける構成にするとよ
い。
In the tank body, a treated water inflow tank having a longitudinally formed treated water inflow groove is provided so as to surround the treated water discharge pipe, and the treated water inflow tank and the other cylindrical partition wall are provided. It is preferable to provide a sewage recirculation prevention plate between the body.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき詳述する。なお、図中矢示イは汚水の流れ方
向、矢示ロは汚泥の流れ方向、矢示ハは処理水の流れ方
向を示す。図1乃至図5は第1の実施の形態を示す。図
において、1は後述する汚泥浮上槽2と沈澱槽13を形
成する槽本体を示し、該槽本体1は底板1Aと、前板1
B及び後板1Cと、一対の側板1D、1Dとから有底箱
形に形成してある。そして、槽本体1内に長手方向に沿
って側板1D、1Dの中間に位置して前板1と後板1と
の間に仕切り板1Eを設けることにより、槽本体1は平
面略長方形の有底箱形をした汚泥浮上槽2と沈殿槽13
に画成してあり、汚泥浮上槽2は図1において左側が上
流側に右側が下流側になっている。3は該汚泥浮上槽2
内の上流側の底板1寄りの位置に設けた汚水流入口で、
該汚水流入口3には汚水供給管4が挿設してある。ま
た、汚水流入口3の下流側近傍には上側がくの字に中央
側に屈曲した汚水上昇ガイド板5が底板1から立設して
あり、該汚水上昇ガイド板4の下流側には図示しない空
気圧縮機と接続した気泡放出管6が配置してある。
Embodiments of the present invention will be described below in detail with reference to the drawings. In the drawings, arrow A indicates the flow direction of the wastewater, arrow B indicates the flow direction of the sludge, and arrow C indicates the flow direction of the treated water. 1 to 5 show a first embodiment. In the figure, reference numeral 1 denotes a tank main body forming a sludge floating tank 2 and a sedimentation tank 13, which will be described later. The tank main body 1 includes a bottom plate 1A and a front plate 1
B and a rear plate 1C and a pair of side plates 1D and 1D are formed in a box shape with a bottom. By providing a partition plate 1E between the front plate 1 and the rear plate 1 located in the middle of the side plates 1D and 1D along the longitudinal direction in the tank body 1, the tank body 1 has a substantially rectangular planar shape. Sludge floating tank 2 and sedimentation tank 13 in bottom box shape
In FIG. 1, the left side of the sludge floating tank 2 is an upstream side and the right side is a downstream side. 3 is the sludge floating tank 2
In the sewage inlet provided at the position near the bottom plate 1 on the upstream side,
A sewage supply pipe 4 is inserted into the sewage inlet 3. In addition, a sewage rise guide plate 5 bent to the center side in an upside-down shape is provided upright from the bottom plate 1 in the vicinity of the downstream side of the sewage inflow port 3. A bubble discharge pipe 6 connected to an air compressor which is not provided is arranged.

【0014】7は前記側板1Dに開口形成した浮遊物排
出口で、汚水中の浮遊物は該浮遊物排出口7から側板1
Dの外面に設けた浮遊物排出槽8に排出される。9は浮
遊物排出口7に隣接して後板1Cに開口形成した汚泥排
出口で、該汚泥排出口9には外部に放出する放出管10
が接続してある。11は浮遊物は浮遊物排出口7側に、
汚泥は汚泥排出口9側に夫々案内するために汚泥浮上槽
2の下流側に設置した案内板で、該案内板11は垂直の
遮板部11Aと、該遮板部11Aの上端から下流方向に
斜め上方に傾斜した傾斜板部11Bと、該傾斜板部11
Bの先端から下方に屈曲した連結板部11Cと、該連結
板部11Cの下端から略水平方向に突出し、浮遊物排出
口7側が高く、汚泥排出口9側が低くなるように傾斜さ
せた案内板部11Dとから形成してある。
Numeral 7 designates a floating substance discharge opening formed in the side plate 1D.
D is discharged to a suspended matter discharge tank 8 provided on the outer surface of D. Reference numeral 9 denotes a sludge discharge port formed in the rear plate 1C adjacent to the suspended matter discharge port 7, and a discharge pipe 10 for discharging the sludge to the outside.
Is connected. 11 is a floating substance on the floating substance discharge port 7 side,
The sludge is a guide plate installed on the downstream side of the sludge floating tank 2 to guide the sludge to the sludge discharge port 9 side. The guide plate 11 has a vertical shield plate 11A and a downstream direction from the upper end of the shield plate 11A. Inclined plate portion 11B inclined obliquely upward, and the inclined plate portion 11
A connecting plate portion 11C bent downward from the tip of B, and a guide plate protruding substantially horizontally from the lower end of the connecting plate portion 11C and inclined so that the suspended matter discharge port 7 side is high and the sludge discharge port 9 side is low. It is formed from the portion 11D.

【0015】12は汚泥等を上流側から前記浮遊物排出
口側に掻き出す汚泥等掻き出し手段を示し、該汚泥等掻
き出し手段12は長手方向に離間して汚泥浮上槽2に軸
支した駆動ローラ12A及び複数の従動ローラ12B、
12B・・・と、該駆動ローラ12A及び従動ローラ1
2Bに巻装した駆動ベルト12Cと、該駆動ベルト12
上に所定の間隔で立設された複数の掻き出し翼12D
と、駆動ローラ12Aに接続され、該掻き出し翼12D
を矢示方向に回転駆動する駆動モータ12Eとから構成
してある。そして、回転する各掻き出し翼12Dは前記
傾斜板部11B上を摺動しながら汚泥等を浮遊物排出口
7及び汚泥排出口9側に掻き出すものである。
Numeral 12 denotes sludge scraping means for scraping sludge and the like from the upstream side to the suspended matter discharge port side. The sludge scraping means 12 is separated in the longitudinal direction and is driven by a driving roller 12A which is rotatably supported on the sludge floating tank 2. And a plurality of driven rollers 12B,
, The driving roller 12A and the driven roller 1
A driving belt 12C wound around the driving belt 2B;
A plurality of scraping wings 12D erected at predetermined intervals on the top
Is connected to the drive roller 12A, and the scraping blade 12D
And a drive motor 12E for driving the rotation in the direction of the arrow. Each of the rotating scraping blades 12D scrapes sludge and the like toward the floating matter discharge port 7 and the sludge discharge port 9 while sliding on the inclined plate portion 11B.

【0016】更に、13は槽本体1に汚泥浮上槽2と一
体に構成した沈殿槽を示す。該沈殿槽13は底板1A
と、前板1B及び後板1Cと、側板1Dと、仕切り板1
Eにより形成してあり、汚泥浮上槽2とは逆に後板1C
側が上流、前板1B側が下流になっている。14は沈殿
槽13を汚泥浮上槽2に連通させる連通口で、該連通口
14は後板1C側に位置して仕切り板1Eの一部を切り
欠くことにより形成してある。そして、沈殿槽13内の
底板1Aに滞留する汚泥を除去するために、沈殿槽13
に臨んで後板1Cには蓋体15によって開閉可能な汚泥
排出口16が開口形成してある。
Further, reference numeral 13 denotes a sedimentation tank formed integrally with the sludge floating tank 2 in the tank body 1. The settling tank 13 has a bottom plate 1A.
, Front plate 1B and rear plate 1C, side plate 1D, and partition plate 1
E, and the rear plate 1C is opposite to the sludge floating tank 2.
The side is upstream, and the front plate 1B side is downstream. Reference numeral 14 denotes a communication port for communicating the sedimentation tank 13 with the sludge floating tank 2, and the communication port 14 is located on the rear plate 1C side and is formed by cutting out a part of the partition plate 1E. Then, in order to remove sludge remaining on the bottom plate 1A in the sedimentation tank 13, the sedimentation tank 13 is removed.
A sludge discharge port 16 that can be opened and closed by a lid 15 is formed in the rear plate 1C.

【0017】17は沈殿槽13内の下流側に位置して底
板1Aに立設した下側整流板、18は該下側整流板17
の上方に位置して側板1Dと仕切り板1E間に垂直に配
置した上側整流板を示し、下側整流板部17と上側整流
板部18との間は汚水流動口19になっている。20は
前記上側整流板18より上流側に位置して沈殿槽13内
に配置した浮上汚泥・油分排出管で、該浮上汚泥・油分
排出管20は漏斗状口部20Aを上端に有し、側板1D
に挿入されて配置した排出管20Bからなっている。
Reference numeral 17 denotes a lower rectifying plate which is located on the downstream side in the sedimentation tank 13 and stands on the bottom plate 1A.
The upper rectifying plate is located above the rectifying plate and vertically disposed between the side plate 1D and the partition plate 1E. A sewage flow port 19 is provided between the lower rectifying plate portion 17 and the upper rectifying plate portion 18. Reference numeral 20 denotes a floating sludge / oil discharge pipe located in the sedimentation tank 13 on the upstream side of the upper straightening plate 18, and the floating sludge / oil discharge pipe 20 has a funnel-shaped opening 20A at an upper end. 1D
And a discharge pipe 20B inserted and disposed in the discharge pipe 20B.

【0018】21は沈殿槽13の下流側外側に設けた水
位調整槽を示し、該水位調整槽21は矩形状の底板21
Aと、該底板21Aの外縁から起立したコ字状の壁板2
1B、21C、21Dとから構成してある。22は前板
1Bに形成した挿通穴を介して沈殿槽13と水位調整槽
21に配設した略U字状の調整管を示し、該調整管22
は一側開口23Aが流入口に、該一側開口23Aより高
所に位置する他側開口23Bが流出口になった管本体2
3と、該管本体23の他側開口23Bに摺動かつ昇降自
在に挿設した円筒状の可動調整体24とから構成してあ
る。25は水位調整槽21に連通して設けられ、濾過装
置側に連通する処理水排出管を示す。
Numeral 21 denotes a water level adjusting tank provided on the downstream side of the sedimentation tank 13, and the water level adjusting tank 21 has a rectangular bottom plate 21.
A and a U-shaped wall plate 2 standing from the outer edge of the bottom plate 21A
1B, 21C and 21D. Reference numeral 22 denotes a substantially U-shaped adjusting pipe provided in the settling tank 13 and the water level adjusting tank 21 through an insertion hole formed in the front plate 1B.
Is a tube body 2 having one side opening 23A serving as an inlet, and the other side opening 23B located higher than the one side opening 23A serving as an outlet.
3 and a cylindrical movable adjuster 24 which is slidably inserted into the other side opening 23B of the pipe main body 23 so as to be vertically movable. Reference numeral 25 denotes a treated water discharge pipe provided in communication with the water level adjusting tank 21 and connected to the filtration device side.

【0019】本実施の形態は上述の構成からなり、汚水
流入管4から汚泥浮上槽2に流入した汚水は汚水上昇ガ
イド板5に沿って上昇し、下流側に流れる。この間気泡
放出管6から放出された気泡が汚水中に混入され、比重
の小さい汚泥や浮遊物は汚水の水面近くに上昇し、汚泥
等掻き出し手段12の掻き出し翼12Dによって傾斜板
部12B上に掻き揚げられて浮遊物排出口7、汚泥排出
口9へと送り出される。汚泥、浮遊物が除去された汚水
は連通口14から沈殿槽13内に流入する。なお、浮上
途中の汚泥等は案内板12の遮板部12Aによって沈殿
槽13内への流入を阻止する。
The present embodiment has the above-described configuration, and the sewage flowing into the sludge floating tank 2 from the sewage inflow pipe 4 rises along the sewage rise guide plate 5 and flows downstream. During this time, bubbles released from the bubble discharge pipe 6 are mixed into the sewage, and sludge and suspended matter having a low specific gravity rise near the surface of the sewage, and are scraped on the inclined plate portion 12B by the scraping blades 12D of the sludge scraping means 12. It is fried and sent out to the suspended matter discharge port 7 and the sludge discharge port 9. The sewage from which sludge and suspended matter have been removed flows into the sedimentation tank 13 through the communication port 14. In addition, the sludge and the like during the floating are prevented from flowing into the sedimentation tank 13 by the shield plate portion 12A of the guide plate 12.

【0020】汚水が沈殿槽13内を上流側から下流側に
流れる間に、汚水中に残留している汚泥等は沈降堆積
し、或は浮上した汚泥等は汚泥・油分排出管20により
除去する。このようにして汚泥、浮遊物が除去されるこ
とにより廃水基準値以下に浄化された処理水は水位調整
槽21から処理水排出管25を介して次の処理工程に送
られる。そして、上述の如く本実施の形態では汚泥・油
分排出管20を沈殿槽13の下流側に設置することによ
り、汚泥等をより確実に除去することができる。
While the sewage flows in the sedimentation tank 13 from the upstream side to the downstream side, the sludge and the like remaining in the sewage settle down and accumulate, or the sludge and the like floating up are removed by the sludge / oil discharge pipe 20. . By removing sludge and suspended matter in this way, the treated water purified to a wastewater standard value or less is sent from the water level adjusting tank 21 to the next treatment step via the treated water discharge pipe 25. As described above, in the present embodiment, by installing the sludge / oil discharge pipe 20 on the downstream side of the settling tank 13, sludge and the like can be more reliably removed.

【0021】次に、図6乃至図12に本発明の第2の実
施の形態を示す。図において、31は鋼板製の槽本体
で、該槽本体31は円錐状に凹陥した底部31Aと、該
底部31Aの外縁から立ち上がった胴部31Bと、底部
31Aの中央に形成した汚泥排出口31Cとから有底円
筒状に形成してあり、汚泥排出口31Cには排出管32
が接続してある。33は前記槽本体31より小径の円筒
からなり、槽本体31内に挿設した外側筒状隔壁体、3
4は該外側筒状隔壁体33より小径の円筒からなり、外
側筒状隔壁体33内に挿設した内側筒状隔壁体で、該外
側及び内側筒状隔壁体33、34は下端33A、34A
を槽本体31の底部31Aから離間させて隙間を設ける
ことにより、槽本体31内の清掃時に汚泥が汚泥排出口
31C側に円滑に流下するようにして汚泥の除去作業を
容易にしてある。
Next, FIGS. 6 to 12 show a second embodiment of the present invention. In the figure, 31 is a tank body made of a steel plate. The tank body 31 has a bottom 31A conically recessed, a body 31B rising from the outer edge of the bottom 31A, and a sludge discharge port 31C formed in the center of the bottom 31A. And a bottomed cylindrical shape, and a discharge pipe 32 is provided at the sludge discharge port 31C.
Is connected. Reference numeral 33 denotes a cylindrical body having a diameter smaller than that of the tank main body 31,
Reference numeral 4 denotes a cylindrical member having a smaller diameter than the outer cylindrical partition member 33, and is inserted into the outer cylindrical partition member 33. The outer and inner cylindrical partition members 33, 34 have lower ends 33A, 34A.
Is separated from the bottom 31A of the tank body 31 to provide a gap, so that the sludge flows smoothly to the sludge discharge port 31C side when cleaning the inside of the tank body 31, thereby facilitating the sludge removal operation.

【0022】かくして、槽本体31の内側に外側筒状隔
壁体33、内側筒状隔壁体34を配設することにより、
槽本体31内に汚泥分離槽35、第1の汚泥沈殿槽36
及び第2の汚泥沈殿槽37が画成してあり、隣接する汚
泥分離槽35と第1の汚泥沈殿槽36は外側筒状隔壁体
33に形成してある外側連通口33Bにより連通し、第
1の汚泥沈殿槽36と第2の汚泥沈殿槽37は内側筒状
隔壁体34に形成してある内側連通口34Bにより連通
している。更に、汚泥分離槽35には外側連通口33B
に沿って槽本体31と外側筒状隔壁体33との間に外側
汚水還流防止板38が立設してあり、その図9中左側に
は汚泥浮上補助板39が槽本体31と外側筒状隔壁体3
3との間に底部31Aから立設してある。40は前記外
側汚水還流防止板38と汚泥浮上補助板39との間に位
置して底部31Aに形成した汚水供給口で、該汚水供給
口40には後述する汚水供給管53が接続してある。ま
た、第1の汚泥沈殿槽36には内側連通口34Bに沿っ
て内側汚水還流防止板41が外側筒状隔壁体33と内側
筒状隔壁体34との間に底部31Aから立設してある。
なお、42、42、・・・は槽本体31を支持する支持
脚である。
Thus, by disposing the outer tubular partition 33 and the inner tubular partition 34 inside the tank body 31,
Sludge separation tank 35, first sludge settling tank 36 in tank body 31
And a second sludge sedimentation tank 37 is defined, and the adjacent sludge separation tank 35 and the first sludge sedimentation tank 36 communicate with each other through an outer communication port 33B formed in the outer cylindrical partition wall body 33. The first sludge sedimentation tank 36 and the second sludge sedimentation tank 37 communicate with each other through an inner communication port 34B formed in the inner cylindrical partition 34. Further, the sludge separation tank 35 has an outer communication port 33B.
An outer sewage recirculation prevention plate 38 is erected between the tank body 31 and the outer cylindrical partition wall 33 along the line, and a sludge floating auxiliary plate 39 is provided on the left side in FIG. Partition body 3
3 and stands upright from the bottom 31A. Reference numeral 40 denotes a sewage supply port formed in the bottom 31A between the outer sewage reflux prevention plate 38 and the sludge floating auxiliary plate 39, and a sewage supply pipe 53 described later is connected to the sewage supply port 40. . In the first sludge settling tank 36, an inner sewage recirculation prevention plate 41 is provided upright from the bottom 31A between the outer cylindrical partition 33 and the inner cylindrical partition 34 along the inner communication port 34B. .
Are supporting legs for supporting the tank main body 31.

【0023】43は汚泥分離槽35の上側に浮上した汚
泥を外部に排出するための汚泥排出樋、44は第1の汚
泥沈殿槽36の上側に浮上した汚泥を外部に排出するた
めの汚泥排出樋で、該汚泥排出樋43、44は一体とな
って外部の排出管45に接続してある。なお、図中4
6、47は汚泥排出樋43、44の前方に夫々設けた前
下りの傾斜板からなる汚泥等受板、48、49は汚泥排
出樋43、44の後方に夫々設けた後ろ下がりの傾斜板
からなる翼滑り板で、該各翼滑り板48、49は後述す
る掻き寄せ翼52E、52Eが汚泥排出樋43、44を
通過した後復帰する際に汚水を撥ねるのを防止するため
のものである。更に、50は前記汚泥等受板46の先端
から高さ方向途中にかけて垂直に設けた汚泥流出防止上
板、51は底部31Aから外側連通口33Bに沿って高
さ方向途中の位置まで立設した汚泥流出防止下板で、汚
泥が外側連通口33Bを介して汚泥分離槽35から第1
の汚泥沈殿槽36に流入するのを可及的に阻止するため
のものである。
Reference numeral 43 denotes a sludge discharge gutter for discharging the sludge floating above the sludge separation tank 35 to the outside, and reference numeral 44 denotes a sludge discharge for discharging the sludge floating above the first sludge sedimentation tank 36 to the outside. As a gutter, the sludge discharge gutters 43 and 44 are integrally connected to an external discharge pipe 45. In addition, 4 in the figure
Reference numerals 6 and 47 denote sludge receiving plates formed of front-downward inclined plates provided in front of the sludge discharge gutters 43 and 44, respectively, and reference numerals 48 and 49 denote rear-downward inclined plates provided behind the sludge discharge gutters 43 and 44, respectively. Each of the wing slide plates 48 and 49 is for preventing the scraping blades 52E, 52E described later from repelling sewage when returning after passing through the sludge discharge gutters 43, 44. is there. Further, 50 is a sludge outflow prevention upper plate provided vertically from the tip of the sludge receiving plate 46 to the middle in the height direction, and 51 is erected from the bottom 31A to the middle position in the height direction along the outer communication port 33B. The lower plate prevents sludge from flowing out of the sludge separation tank 35 through the outer communication port 33B.
This is to prevent as much as possible from flowing into the sludge sedimentation tank 36.

【0024】52は浮上した汚泥を前記汚泥排出樋4
3、44内に掻き寄せるための汚泥掻き寄せ装置を示
す。該汚泥掻き寄せ装置52は槽本体31の上端に架設
した支持材52Aに支持された駆動モータ52Bと、該
駆動モータ52Bに軸着されたアーム支持体52Cと、
該アーム支持体52Cから十字方向に突設された4本の
アーム52D、52D、・・と、該各アーム52Dに揺
動可能に設けられて汚泥分離槽35と第1の汚泥沈殿槽
36の各上側を矢示ニ方向に回転移動する掻き寄せ翼5
2E、52Eとから構成してある。
Reference numeral 52 designates the sludge that has floated up,
3 and 4 show a sludge scraping device for scraping the inside of the sludge. The sludge scraper 52 includes a drive motor 52B supported by a support 52A installed on the upper end of the tank body 31, an arm support 52C mounted on the drive motor 52B,
The four arms 52D, 52D,... Protruding in the cross direction from the arm support 52C, and the sludge separation tank 35 and the first sludge sedimentation tank 36 that are swingably provided on the respective arms 52D. A scraping wing 5 that rotates on each upper side in the direction indicated by an arrow.
2E and 52E.

【0025】更に、53は汚泥分離槽35内に気泡を混
入させた状態で汚水を送り込む汚水供給管を示し、該汚
水供給管53には空気圧縮機54A、空気タンク54
B、汚水吸引ポンプ54C、逆止弁54D等からなる気
泡発生装置54が接続してある。なお、55は前記気泡
発生装置54に併設して槽本体31内に空気を放出する
ための補助気泡発生装置で、該補助気泡発生装置55は
後述する処理水流入槽57近傍の処理水を吸引ポンプ5
5Aにより吸水管55Bを介して吸引し、てこれに空気
タンク54Bからの空気を混合し気泡状に噴出する構成
からなる。
Reference numeral 53 denotes a sewage supply pipe for feeding sewage with air bubbles mixed into the sludge separation tank 35. The sewage supply pipe 53 includes an air compressor 54A and an air tank 54.
B, a bubble generator 54 composed of a sewage suction pump 54C, a check valve 54D and the like is connected. Reference numeral 55 denotes an auxiliary bubble generator which is provided in parallel with the bubble generator 54 and discharges air into the tank body 31. The auxiliary bubble generator 55 sucks processing water in the vicinity of a processing water inflow tank 57 described later. Pump 5
5A, the air is sucked through the water absorption pipe 55B, the air from the air tank 54B is mixed with the air, and the air is blown out.

【0026】56は処理水を外部に排出するために槽本
体31の中心にから外側にかけて挿設された処理水排出
管を示す。該処理水排出管56は略凵状に形成してあ
り、水面より約30cm下方に位置させた上端56Aは
槽本体31の中心に位置して上向きに開口しており、槽
本体31の外側に伸長する他端側56Bは後述する水位
調整装置59に開口している。57は前記処理水排出管
56を囲繞するように槽本体31の中央に挿設した円筒
状の処理水流入槽で、該処理水流入槽57には上端から
縦方向に処理水流入溝57Aが形成してあり、該処理水
流入溝57Aの下流側に位置して処理水流入槽57と内
側筒状隔壁体34との間には処理水流入槽57の全長に
かけて汚水還流防止板58が立設してある。
Reference numeral 56 denotes a treated water discharge pipe inserted from the center of the tank body 31 to the outside to discharge treated water to the outside. The treated water discharge pipe 56 is formed in a substantially U-shape, and an upper end 56A positioned about 30 cm below the water surface is located at the center of the tank body 31 and opens upward, and is located outside the tank body 31. The other end 56B that extends is open to a water level adjusting device 59 described later. Reference numeral 57 denotes a cylindrical treated water inflow tank inserted in the center of the tank main body 31 so as to surround the treated water discharge pipe 56. The treated water inflow tank 57 has a treated water inflow groove 57A vertically extending from an upper end thereof. A sewage recirculation prevention plate 58 is provided on the downstream side of the treated water inflow groove 57A and between the treated water inflow tank 57 and the inner cylindrical partition wall 34 over the entire length of the treated water inflow tank 57. It is set up.

【0027】59は槽本体31の外面に設けられた水位
調整装置で、該水位調整装置59は処理水排出管56の
他端側56Cが挿装されたケーシング59Aと、該ケー
シング59Aに昇降可能に支持されて処理水排出管56
に摺動可能に挿嵌された筒状の調整体59Bとから構成
してあり、ケーシング59Aには処理水を外部に送出す
るための送水管60が接続してある。
Reference numeral 59 denotes a water level adjusting device provided on the outer surface of the tank body 31. The water level adjusting device 59 can move up and down the casing 59A in which the other end 56C of the treated water discharge pipe 56 is inserted, and the casing 59A. Water discharge pipe 56 supported by
And a cylindrical adjusting body 59B slidably inserted in the casing 59A, and a water supply pipe 60 for sending out treated water to the outside is connected to the casing 59A.

【0028】本実施の形態は上述の構成からなるが、次
にその作動について説明する。汚水供給管53を介して
汚水供給口40から汚水が気泡と共に汚泥分離槽35に
供給される。汚水は外側汚泥流出防止板38と汚泥浮上
補助板39との間を上昇して汚泥分離槽35内を一周
し、この間に比重の小さい汚泥や浮遊物は気泡が付着し
て汚水の水面にまで浮上し、大きい汚泥は沈殿する。浮
上した汚泥は汚泥掻き寄せ装置52の掻き寄せ翼52E
により汚泥排出樋43に掻き集められて外部に排出され
る。汚泥が残留している汚水は外側汚水還流防止板38
に阻止されて外側連通口33Bから第1の汚泥沈殿槽3
6に流入するが、この際汚泥流出防止上板50と汚泥流
出防止下板51は、浮遊する汚泥が第1の汚泥沈殿槽3
6に流入するのを可及的に阻止している。
This embodiment has the above-described configuration, and the operation thereof will be described next. Sewage is supplied to the sludge separation tank 35 together with air bubbles from the sewage supply port 40 via the sewage supply pipe 53. The sewage rises between the outer sludge outflow prevention plate 38 and the sludge floating auxiliary plate 39 and goes around the inside of the sludge separation tank 35. During this time, sludge and suspended matter having a low specific gravity adhere to the air bubbles and reach the surface of the sewage. Surfaces and large sludge settles. The sludge that has surfaced is swept by blades 52E of the sludge sweeper 52.
Thus, the sludge is collected by the sludge discharge gutter 43 and discharged to the outside. The sewage in which the sludge remains is the outer sewage reflux prevention plate 38.
From the outside communication port 33B to the first sludge sedimentation tank 3
In this case, the sludge outflow prevention upper plate 50 and the sludge outflow prevention lower plate 51 cause the floating sludge to flow into the first sludge settling tank 3.
6 is prevented as much as possible.

【0029】第1の汚泥沈殿槽36に流入した汚水は一
周し、この間に汚水中の汚泥が沈殿され、また浮上した
汚泥は掻き寄せ翼52Eにより汚泥排出樋43に掻き集
められて外部に排出される。一周した汚水は内側汚水還
流防止板41に阻止されて内側連通口34Bから第2の
汚泥沈殿槽37に流入し、一周する間に汚泥が沈殿され
る。第2の汚泥沈殿槽37内を一周した汚水は汚水還流
防止板58に阻止されて処理水流入溝57Aから処理水
流入槽57内に流入する。これにより、汚水の流速は遅
くすることができ、処理水中に汚泥が混入するのを可及
的に防止することができる。また、処理水排出管56は
処理水流入槽57の上端、即ち水面より約30cm下方
に位置させてあるので、油分が残留している恐れのある
上水が処理水排出管56内に流入することがない。な
お、第2の汚泥沈殿槽37及び処理水流入槽57の下方
では汚水は殆ど流動せずに静止状態にある。かくして、
比重の小さい汚泥及び大きい汚泥が除去され、また油分
が除去されることにより汚水は浄化されて処理水とな
り、処理水排出管56から水位調整槽59に流入し、送
水管60から図示しない濾過装置側に送られる。
The sewage flowing into the first sludge sedimentation tank 36 makes a round, during which the sludge in the sewage is settled, and the sludge that has floated is raked by the rake blades 52E into the sludge discharge gutter 43 and discharged to the outside. You. The sewage that has made one round is blocked by the inner sewage recirculation prevention plate 41 and flows into the second sludge sedimentation tank 37 from the inner communication port 34B, and sludge is settled while making one round. The sewage that has made a round in the second sludge sedimentation tank 37 is blocked by the sewage recirculation prevention plate 58 and flows into the treated water inflow tank 57 from the treated water inflow groove 57A. Thereby, the flow rate of the sewage can be reduced, and the incorporation of sludge into the treated water can be prevented as much as possible. Further, since the treated water discharge pipe 56 is located at the upper end of the treated water inflow tank 57, that is, about 30 cm below the water surface, clean water in which oil may remain may flow into the treated water discharge pipe 56. Nothing. In addition, the sewage hardly flows below the second sludge settling tank 37 and the treated water inflow tank 57 and is in a stationary state. Thus,
By removing sludge having a small specific gravity and sludge having a large specific gravity and removing oil, the wastewater is purified and becomes treated water, flows into a water level adjusting tank 59 from a treated water discharge pipe 56, and is filtered from a water supply pipe 60 to a filtration device (not shown). Sent to the side.

【0030】[0030]

【発明の効果】本発明は以上詳述した如く構成したか
ら、下記の諸効果を奏する。 (1)請求項1の発明では汚泥浮上槽と汚泥沈殿槽によ
り、請求項2の発明では汚泥分離槽と汚泥沈殿槽によ
り、浮上する汚泥及び浮遊物と沈降する汚泥とを確実に
分離して処理水に汚泥等が混入しないようにしたから、
汚水を廃水基準値以下に浄化することができると共に、
下流側に設置する濾過装置が短期間で目詰まりするとい
った事態を解消することができる。 (2)請求項2の発明によれば、汚泥分離槽と汚泥沈殿
槽で汚泥等を汚泥掻き寄せ装置により除去するから、よ
り確実に汚泥等を除去することができる。 (3)上記のように濾過装置には汚泥を除去した処理水
が供給されるので目詰まりを可及的に防止することがで
きるし、汚水浄化システム全体の処理能率を向上できる
と共に、保守作業の負担を軽減できる。 (4)縦方向に処理水流入溝を形成した処理水流入槽を
処理水排出管を囲繞するように設け、該処理水流入槽と
円筒状隔壁体との間には汚水還流防止板を設けることに
より、汚水の流速を限りなく遅くして汚泥等が処理水排
出管に流入するのを防止し、より浄化した処理水を濾過
装置側に供給することができる。
The present invention has the following advantages because it is constructed as described above. (1) The sludge floating tank and the sludge sedimentation tank according to the first aspect of the present invention, and the sludge separating and the sludge sedimentation tank according to the second aspect of the present invention reliably separate the floating sludge and suspended matter from the settling sludge. Because sludge was not mixed into the treated water,
Sewage can be purified below the wastewater standard value,
It is possible to eliminate a situation in which the filtering device installed downstream is clogged in a short period of time. (2) According to the second aspect of the present invention, sludge and the like are removed by the sludge scraper in the sludge separation tank and the sludge sedimentation tank, so that the sludge and the like can be more reliably removed. (3) As described above, since the treated water from which the sludge has been removed is supplied to the filtration device, clogging can be prevented as much as possible, the treatment efficiency of the entire sewage purification system can be improved, and maintenance work can be performed. The burden on the user can be reduced. (4) A treated water inflow tank having a longitudinally formed treated water inflow groove is provided so as to surround the treated water discharge pipe, and a sewage recirculation prevention plate is provided between the treated water inflow tank and the cylindrical partition wall. Thereby, the flow rate of the sewage is reduced as much as possible to prevent sludge or the like from flowing into the effluent discharge pipe, and more purified effluent can be supplied to the filtration device side.

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

【図1】図1乃至図5は本発明の第1の実施の形態に係
り、図1は汚泥含有汚水の浄化装置の平面図である。
FIGS. 1 to 5 relate to a first embodiment of the present invention, and FIG. 1 is a plan view of an apparatus for purifying sludge-containing wastewater.

【図2】図1中のII−II矢示方向断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】図1中のIII−III矢示方向断面図であ
る。
FIG. 3 is a sectional view taken in the direction of arrows III-III in FIG.

【図4】図1中のIV−IV矢示方向断面図である。FIG. 4 is a sectional view taken in the direction of arrows IV-IV in FIG.

【図5】図1中のV−V矢示方向断面図である。FIG. 5 is a sectional view taken in the direction of arrows VV in FIG. 1;

【図6】図6乃至図12は第2の実施の形態に係り、図
6は汚泥含有汚水の浄化装置の平面図である。
6 to 12 relate to a second embodiment, and FIG. 6 is a plan view of a device for purifying sludge-containing wastewater.

【図7】図6中のVII−VII矢示方向断面図であ
る。
FIG. 7 is a sectional view taken along the line VII-VII in FIG.

【図8】図6中のVIII−VIII矢示方向断面図で
ある。
FIG. 8 is a sectional view taken along the line VIII-VIII in FIG.

【図9】図6中のIX−IX矢示方向拡大断面図であ
る。
FIG. 9 is an enlarged sectional view taken in the direction of arrows IX-IX in FIG. 6;

【図10】図6中のX−X矢示方向拡大断面図である。FIG. 10 is an enlarged sectional view taken in the direction of arrows XX in FIG.

【図11】内側筒状隔壁体の一部を破断して処理水流入
槽及び汚水還流防止板を示す要部拡大斜視図である。
FIG. 11 is an enlarged perspective view of a main part showing a treated water inflow tank and a sewage recirculation prevention plate with a part of the inner cylindrical partition wall cut away.

【図12】汚泥排出樋部分の拡大断面図である。FIG. 12 is an enlarged sectional view of a sludge discharge gutter portion.

【図13】図13及び図14は従来技術に係り、図13
は汚泥含有汚水の浄化装置の平面図である。
FIG. 13 and FIG. 14 are related to the prior art, and FIG.
FIG. 2 is a plan view of a purification device for sludge-containing wastewater.

【図14】図13中のXIV−XIV矢示方向断面図で
ある。
FIG. 14 is a sectional view taken in the direction of arrows XIV-XIV in FIG.

【図15】他の従来技術に係る汚泥含有汚水の浄化装置
の縦断面図である。
FIG. 15 is a longitudinal sectional view of a sludge-containing wastewater purifying apparatus according to another conventional technique.

【符号の説明】[Explanation of symbols]

2 汚泥浮上槽 3 汚水流入口 5 汚水上昇ガイド板 6 気泡放出管 7 浮遊物排出口 12 汚泥等掻き出し手段 13 沈殿槽 14 連通口 17 下側整流板 18 上側整流板 20 汚泥・油分排出管 21 水位調整槽 25 処理水排出管 31 槽本体 31A 底部 31B 胴部 31C 汚泥排出口 33 外側筒状隔壁体 34 内側筒状隔壁体 35 汚泥分離槽 36 第1の汚泥沈殿槽 37 第2の汚泥沈殿槽 38、41、58 汚水還流防止板 43、44 汚泥排出樋 56 処理水排出管 57 処理水流入槽 57A 処理水流入溝 59 水位調整装置 2 Sludge floating tank 3 Sewage inlet 5 Sewage rise guide plate 6 Bubble discharge pipe 7 Floating matter discharge port 12 Sludge and other scraping means 13 Sedimentation tank 14 Communication port 17 Lower rectifying plate 18 Upper rectifying plate 20 Sludge / oil discharge pipe 21 Water level Adjustment tank 25 Treated water discharge pipe 31 Tank body 31A Bottom part 31B Body part 31C Sludge discharge port 33 Outer cylindrical partition wall 34 Inner cylindrical partition wall 35 Sludge separation tank 36 First sludge settling tank 37 Second sludge settling tank 38 , 41, 58 Sewage reflux prevention plate 43, 44 Sludge discharge gutter 56 Treated water discharge pipe 57 Treated water inflow tank 57A Treated water inflow groove 59 Water level adjusting device

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 1/40 C02F 1/40 C ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C02F 1/40 C02F 1/40 C

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 上流側下部から汚水及び気泡が供給され
る汚泥浮上槽と、前記汚水の供給位置より下流側に位置
して該汚泥浮上槽の上流側に立設された汚水上昇ガイド
板と、前記汚泥浮上槽の下流側に設けた汚泥排出口と、
前記汚泥浮上槽の上部に配置され、汚泥等を該汚泥排出
口側に掻き出す汚泥等掻き出し手段と、連通口を介して
前記汚泥浮上槽の下流側から汚水が流入する汚泥沈殿槽
と、該汚泥沈殿槽の下流側に連通して配置した水位調整
槽と、該水位調整槽に設けられ、処理水を濾過装置側に
送り出す処理水排出管と、前記汚泥沈殿槽に設けた汚泥
除去口とから構成してなる汚泥含有汚水の浄化装置。
A sludge levitation tank to which sewage and air bubbles are supplied from a lower portion on an upstream side; and a sewage rise guide plate located downstream from a supply position of the sewage and erected on an upstream side of the sludge levitation tank. A sludge discharge port provided on the downstream side of the sludge floating tank,
A sludge scraping means disposed above the sludge floating tank to scrape sludge and the like to the sludge discharge port side; a sludge sedimentation tank into which wastewater flows in from a downstream side of the sludge floating tank through a communication port; A water level adjusting tank disposed in communication with the downstream side of the sedimentation tank, a treated water discharge pipe provided in the water level adjusting tank and sending out treated water to the filtration device side, and a sludge removing port provided in the sludge sedimentation tank. A sludge-containing sewage purification device comprising a device.
【請求項2】 前記汚泥沈殿槽の下流側に位置して油分
等排出管を設けたことを特徴とする請求項1記載の汚泥
含有汚水の浄化装置。
2. The apparatus for purifying sludge-containing sewage according to claim 1, further comprising an oil or other discharge pipe located downstream of the sludge settling tank.
【請求項3】 前記汚泥沈殿槽の下流側に位置して整流
板を立設したことを特徴とする請求項1記載の汚泥含有
汚水の浄化装置。
3. The apparatus for purifying sludge-containing wastewater according to claim 1, wherein a straightening plate is provided upright on the downstream side of the sludge settling tank.
【請求項4】 底部が円錐状に凹陥した円筒からなり、
底部中央に汚泥排出口を有する槽本体と、該槽本体内に
同心状に挿設された複数の円筒状隔壁体により画成され
た外側の汚泥分離槽及び内側の汚泥沈殿槽と、前記槽本
体と円筒状隔壁体との間に夫々立設された汚水還流防止
板と、該汚水還流防止板の上流側に位置して前記一の円
筒状隔壁体に形成され、前記汚泥分離槽の汚水を汚泥沈
殿槽側に流入させる上流側連通口と、前記汚水還流防止
板の上流側に位置して前記他の円筒状隔壁体に形成さ
れ、前記一の内側汚泥沈殿槽の汚水を他の内側汚泥沈殿
槽に流入させる下流側連通口と、前記汚泥分離槽及び内
側汚泥沈殿槽の上部側に設けられ、浮上した汚泥を外部
に排出する汚泥排出部と、前記槽本体の上部に回転可能
に設けられ、浮上する汚泥等を該汚泥排出部側に掻き寄
せる汚泥掻き寄せ手段と、前記槽本体に設けられ、汚泥
分離槽内に汚水を供給する汚水供給口及び気泡を放出す
る気泡放出口と、前記槽本体の中央に配置され、処理水
を濾過装置側に送り出す処理水排出管、該処理水排出管
に連通して設けられた水位調整槽とから構成してなる汚
泥含有汚水の浄化装置。
4. A bottom portion comprising a conically concave cylinder,
A tank body having a sludge discharge port in the center of the bottom, an outer sludge separation tank and an inner sludge settling tank defined by a plurality of cylindrical partition walls concentrically inserted into the tank body; A sewage recirculation prevention plate erected between the main body and the cylindrical partition body, and a sewage water of the sludge separation tank formed on the one cylindrical partition body positioned upstream of the sewage recirculation prevention plate. An upstream communication port through which the wastewater flows into the sludge sedimentation tank side, and is formed on the other cylindrical partition wall located on the upstream side of the wastewater recirculation prevention plate, and transfers the wastewater from the one inner sludge sedimentation tank to the other inside. A downstream communication port for flowing into the sludge sedimentation tank, a sludge discharge part provided on the upper side of the sludge separation tank and the inner sludge sedimentation tank, and discharging the floating sludge to the outside, and a rotatable upper part of the tank main body. Sludge scraper that is provided and scrapes the rising sludge to the sludge discharge section side And a sewage supply port for supplying sewage into the sludge separation tank and a bubble discharge port for releasing bubbles provided in the tank main body, and treated water disposed at the center of the tank main body for sending treated water to the filtration device side. An apparatus for purifying sludge-containing wastewater, comprising a discharge pipe and a water level adjusting tank provided in communication with the treated water discharge pipe.
【請求項5】 前記槽本体には、縦方向に処理水流入溝
を形成した処理水流入槽を前記処理水排出管を囲繞する
ように設け、該処理水流入槽と前記他の円筒状隔壁体と
の間には汚水還流防止板を設けたことを特徴とする請求
項4記載の汚泥含有汚水の浄化装置。
5. A treated water inflow tank having a longitudinally formed treated water inflow groove surrounding the treated water discharge pipe is provided in the tank body, and the treated water inflow tank and the other cylindrical partition are provided. 5. The apparatus for purifying sludge-containing wastewater according to claim 4, wherein a wastewater recirculation prevention plate is provided between the sludge and the body.
JP11162902A 1999-06-09 1999-06-09 Purification equipment for sludge-containing wastewater Expired - Lifetime JP3049431B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11162902A JP3049431B1 (en) 1999-06-09 1999-06-09 Purification equipment for sludge-containing wastewater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11162902A JP3049431B1 (en) 1999-06-09 1999-06-09 Purification equipment for sludge-containing wastewater

Publications (2)

Publication Number Publication Date
JP3049431B1 JP3049431B1 (en) 2000-06-05
JP2000350983A true JP2000350983A (en) 2000-12-19

Family

ID=15763416

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3049431B1 (en)

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JP2010005520A (en) * 2008-06-26 2010-01-14 Japan Organo Co Ltd Floatation separation apparatus
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