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JPS6322866B2 - - Google Patents
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JPS6322866B2 - - Google Patents

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Publication number
JPS6322866B2
JPS6322866B2 JP55055850A JP5585080A JPS6322866B2 JP S6322866 B2 JPS6322866 B2 JP S6322866B2 JP 55055850 A JP55055850 A JP 55055850A JP 5585080 A JP5585080 A JP 5585080A JP S6322866 B2 JPS6322866 B2 JP S6322866B2
Authority
JP
Japan
Prior art keywords
sludge
sewage
pipe
water
aeration tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP55055850A
Other languages
Japanese (ja)
Other versions
JPS56152752A (en
Inventor
Shinichi Sumino
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP5585080A priority Critical patent/JPS56152752A/en
Publication of JPS56152752A publication Critical patent/JPS56152752A/en
Publication of JPS6322866B2 publication Critical patent/JPS6322866B2/ja
Granted legal-status Critical Current

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  • Centrifugal Separators (AREA)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】 本発明は、浄化槽の汚泥調整装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sludge conditioning device for a septic tank.

家庭用の小型屎尿浄化槽及び比較的大型の都市
下水の浄化槽に現在もつとも一般的に使われてい
る方法は、活性汚泥法である。しかしながら活性
汚泥法は非常に高い汚染物除去に効果を示すが、
維持管理なしでは期待どうりの浄化機能をを発揮
しない。この維持管理において最も大切な点検項
目は、曝気槽中の汚泥濃度を設計条件に定められ
た範囲に調整することである。都市下水の浄化槽
については第2図に示すように汚泥貯留槽等が附
加され、汚泥調整がやられているが、家庭用の浄
化槽については第1図に示すように汚泥調整装置
がなく、維持管理者の技能にたよつているのが現
状である。
The activated sludge method is currently the most commonly used method for small household human waste septic tanks and relatively large urban sewage septic tanks. However, although the activated sludge method is highly effective in removing pollutants,
Without maintenance, it will not perform the purifying function as expected. The most important inspection item in this maintenance management is to adjust the sludge concentration in the aeration tank to the range specified by the design conditions. As shown in Figure 2, urban sewage septic tanks are equipped with sludge storage tanks for sludge adjustment, but household septic tanks do not have sludge adjustment equipment, as shown in Figure 1, and maintenance and management is difficult. The current situation is that we are relying on the skills of the people involved.

本発明は、かかる現状に鑑みてなされたもの
で、その目的とするところは、浄化槽の活性汚泥
量を大巾に減少させることにより曝気槽内の汚泥
濃度を調整することのできる浄化槽の汚泥調整装
置を提供するにある。
The present invention has been made in view of the current situation, and its purpose is to adjust the sludge concentration in the aeration tank by greatly reducing the amount of activated sludge in the septic tank. We are in the process of providing equipment.

以下、本発明を図示実施例に従つて詳述する。
まず、この浄化槽Aの概略について説明すると、
この浄化槽Aは第3図に示すように、汚泥調整装
置B、曝気槽C及び沈澱槽Dとで構成されてお
り、曝気槽C内に貯留された汚水は汚泥調整装置
Bに供給されて脱水され、脱水された汚泥8は乾
燥後処理される。また汚泥調整装置Bの脱水によ
り放出された水及び脱水作業時に剥離した少量の
汚泥8は曝気槽Cに返送されることになる。曝気
槽Cの上澄液は沈澱槽D内に流入して十分な沈澱
を受けたのち、その清澄液が放流されることにな
る。次にこの汚泥調整装置Bについて詳述する。
外箱11の上面中央にはモータ12を配設してあ
り、軸受13に支持された回転軸14がモータ1
2より垂設してある。回転脱水ドラム2は略円筒
状のものである。この回転脱水ドラム2について
詳述すれば、天井面4の中央が下方に凹曲してあ
つて円筒凹曲部15となつており、この円筒凹曲
部15の底部中央に回転軸取付孔16を穿設して
あつて円筒凹曲部15内に収納された回転軸14
に円筒凹曲部15が固着されている。また天井面
4には多数の脱水孔5を穿孔してあり、底面6a
の中央には汚泥排出孔7を穿孔してある。また、
この底面6aは汚泥排出孔7に向けて下り傾斜に
形成してある。次にこれらの寸法関係の一実施例
について説明すれば、L=300〓mmL1=190〓mmL2
120〓mmL3=180〓mmE1=240mmE2=60mm、E3=45゜の
寸法ドラムであれば回転数を2000r.p.m以上にす
ればよい。なお、脱水孔5は100cm2以上必要であ
り、形状は丸形、角形、小判形、開放形のいずれ
であつてもよい。E3の角度は0〜60゜まで可能で
回転数によつては底面6aはなくてもよい。汚水
供給管3の一端は曝気槽C内の底部に浸漬されて
おり、他端は汚泥排出孔7を通つて回転脱水ドラ
ム2内に挿入してある。この汚水供給管3の他
端、即ち汚水噴出ノズル部18のノズル位置は回
転脱水ドラム2の下方に配設されており、掻き落
し時に汚泥が付着しないように配慮してある。ま
た、汚水の種類及び噴出圧、噴出量によりE4
角度は0〜80゜にする。又、掻き落し処理時汚泥
が落ちてきて汚水噴出ノズル部や配管に付着する
ので汚泥が落ちてこない範囲に配置する。(即ち、
E5の範囲に配置する。)また、この汚水供給管3
には揚水ポンプP及び揚水バルブ30を設けてあ
る。さらにこの揚水ポンプPと揚水バルブ30と
の間に洗浄パイプ31を接続してあり、この洗浄
パイプ31に洗浄バルブ32を設けてある。掻き
落し羽根9の横断面形状は第6図に示すように回
転脱水ドラム2の回転方向に膨れた弧状をしてお
り、円筒凹曲部15に近接した掻き落し羽根9の
一側縁を回動自在に枢支してあり、掻き落し羽根
9の他側縁、即ち刃先部19は凹凸形、鋸刃形、
平形又は波形にしてある。また、掻き落し羽根9
からレバー20を引出してあり、このレバー20
に駆動装置21が取付けてあり、レバー20を介
して掻き落し羽根9を回動させることができるも
のである。
The present invention will be described in detail below with reference to illustrated embodiments.
First, I will explain the outline of this septic tank A.
As shown in Figure 3, this septic tank A is composed of a sludge conditioning device B, an aeration tank C, and a settling tank D, and the sewage stored in the aeration tank C is supplied to the sludge conditioning device B for dewatering. The dewatered sludge 8 is treated after drying. Further, water released by dewatering in the sludge conditioning device B and a small amount of sludge 8 separated during the dewatering operation will be returned to the aeration tank C. The supernatant liquid in the aeration tank C flows into the settling tank D, and after receiving sufficient precipitation, the clear liquid is discharged. Next, this sludge conditioning device B will be explained in detail.
A motor 12 is disposed at the center of the upper surface of the outer box 11, and a rotating shaft 14 supported by a bearing 13 is connected to the motor 1.
It is installed vertically from 2. The rotary dewatering drum 2 has a substantially cylindrical shape. To explain this rotary dewatering drum 2 in detail, the center of the ceiling surface 4 is concavely curved downward to form a cylindrical concave curved section 15, and a rotary shaft mounting hole 16 is provided at the center of the bottom of this cylindrical concave curved section 15. A rotary shaft 14 is bored and housed in a cylindrical concave portion 15.
A cylindrical concave portion 15 is fixed to the cylindrical concave portion 15. In addition, a large number of dehydration holes 5 are bored in the ceiling surface 4, and the bottom surface 6a
A sludge discharge hole 7 is bored in the center. Also,
This bottom surface 6a is formed to slope downward toward the sludge discharge hole 7. Next, to explain an example of these dimensional relationships, L = 300〓mmL 1 = 190〓mmL 2 =
If the dimensions of the drum are 120〓mmL 3 = 180〓mmE 1 = 240mmE 2 = 60mm and E 3 = 45゜, the rotation speed should be set to 2000r.pm or more. Note that the dehydration hole 5 needs to be 100 cm 2 or more, and the shape may be round, square, oval, or open. The angle of E3 can range from 0 to 60 degrees, and depending on the rotation speed, the bottom surface 6a may not be provided. One end of the sewage supply pipe 3 is immersed in the bottom of the aeration tank C, and the other end is inserted into the rotary dewatering drum 2 through the sludge discharge hole 7. The other end of the sewage supply pipe 3, ie, the nozzle position of the sewage jetting nozzle section 18, is disposed below the rotary dewatering drum 2 to prevent sludge from adhering to it during scraping. In addition, the angle of E4 should be set at 0 to 80 degrees depending on the type of wastewater, jetting pressure, and jetting amount. Also, since sludge falls during the scraping process and adheres to the sewage jet nozzle and piping, it should be placed in an area where sludge will not fall. (i.e.,
Place it in the range of E 5 . ) Also, this sewage supply pipe 3
A water pump P and a water pumping valve 30 are provided. Furthermore, a cleaning pipe 31 is connected between the pump P and the pumping valve 30, and the cleaning pipe 31 is provided with a cleaning valve 32. As shown in FIG. 6, the cross-sectional shape of the scraping blade 9 has an arc shape that swells in the rotational direction of the rotary dewatering drum 2. The other side edge of the scraping blade 9, that is, the cutting edge portion 19 has an uneven shape, a saw blade shape,
It is flat or corrugated. In addition, the scraping blade 9
A lever 20 is pulled out from the
A drive device 21 is attached to the lever 20, and the scraping blade 9 can be rotated via a lever 20.

この駆動装置21は図示のようにシリンダでも
よいし、その他ねじのようなものでもよい。ま
た、第5図に示すように回転脱水ドラム2の側壁
22と天井面4との内隅全周に断面略三角形状の
充填部23を配設してあり、内隅に水が溜らない
ようにしてある。外箱11の下方には仕切板24
を配設してあり、汚泥排出孔7の直下に汚泥落下
孔25を穿設してある。さらにこの汚泥落下孔2
5には屋根型のスライド自在な傘蓋26を被覆し
てある。さらにこの仕切板24の下方は汚泥収納
箱10用の収納室27となつている。また仕切板
24には落し口28が設けられており、落し口2
8より導出された返水パイプ29が曝気槽C内に
引き込まれている。しかしてモータ12起動より
軸受13を介しバランスのとれた回転脱水ドラム
2を回転させる。正規回転になれば揚水ポンプP
により曝気槽C内の汚水を吸引し、汚水噴出ノズ
ル部18より回転脱水ドラム2の内壁に所定の供
給量で汚水を噴出させる。噴出させた汚水は比重
差により遠心分離が行われ、重い比重の固型分汚
泥8は回転脱水ドラム2の内周壁側に集つて附着
積層する。一方比重の軽い水は汚泥よりも内周壁
から遠い中心部に集まり回転脱水ドラム2の脱水
孔5より放出して矢印Hの方向に排出される。排
出された水は回転脱水ドラム2と外箱11との間
において構成された排水路33を通つて底部6に
設けられた落し口28に導かれ、返水パイプ29
を通つて曝気槽Cへ返送される。回転脱水ドラム
2の内周壁に附着積層した汚泥8は遠心分離が進
行するにつれて量を増し、所定量に達する。汚泥
8が所定量に達したことを検知したら揚水ポンプ
Pを止め、汚水噴出ノズル部18からの汚水の供
給を止める。揚水ポンプPを止めた後、回転脱水
ドラム2は定常回転のまま運転続行して回転脱水
ドラム2内の残水を排出する。このとき回転脱水
ドラム2の内隅部分に充填部23を配設してある
ため、内隅部分に水が溜ることがなく、全ての水
が円滑に排出される。(この内隅部分に水が溜る
と回転脱水ドラム2を停めた時この水が積層した
汚泥8に吸収され、積層した汚泥8が剥離する原
因となる。従つてこの内隅部分の水を吸収する吸
水装置が必要とすることになる。)次に傘蓋26
を外し、収納室27内に汚泥収納箱10を配置
し、掻き落し羽根9のレバー20を操作して掻き
落し羽根9の刃先部19を順次回転脱水ドラム2
内壁に押し付け、積層汚泥8をはがしていく。は
がされた汚泥8は汚泥排出孔7を通り、汚泥収納
箱10へ落される。然るのちこの汚泥8は乾燥し
て処理される。このように汚泥8の処理が終了す
ると、傘蓋26を摺動させて汚泥落下孔25を被
嵌する。そして、前述の通り回転脱水ドラム2を
回転し、汚水の供給を再開する。この時傘蓋26
は屋根形であるため、回転脱水ドラム2の回転数
が正規回転数以外の時及び汚水に汚泥8以外の異
物が混入している時に汚泥8及び水が所定通り分
離できない場合に汚泥排出孔7から流出した汚水
を落し口28から曝気槽Cに効果的に返送できる
ものである。また、汚泥調整装置B内を洗浄する
場合について説明すると、傘蓋26を摺動させて
汚泥落下孔25を被嵌し、ついで洗浄バルブ32
を開き、且つ揚水ポンプPを駆動し、洗浄水を供
給し、回転脱水ドラム2及び外箱11の内面を掃
除する。(掃除をしないと揚水ポンプP、汚水噴
出ノズル部18、回転脱水ドラム2、落し口28
及び返水パイプ29が詰り、揚水ポンプPやモー
タ12の起動負荷が増える。)掃除が終れば洗浄
水を止め、揚水ポンプを止め、洗浄バルブ32を
締め、次いで揚水バルブ30を開き、モータ12
のスイツチを切り、洗浄を完了する。また、連続
運転時は問題ないが、停止時間が長いと汚泥8が
乾燥し、揚水ポンプPの羽根や汚水噴出ノズル部
18の先端口や回転脱水ドラム2内周壁や落し口
28や返水パイプ29内等に付着してつまりや故
障や及びモータ12の起動負荷が増す。そのた
め、運転中止期間が長期間にわたつた時には運転
再開に先立つて洗浄バルブ32を開いて汚泥調整
装置B内を洗浄する。
This drive device 21 may be a cylinder as shown in the figure, or may be of some other type such as a screw. Further, as shown in FIG. 5, a filling portion 23 having a substantially triangular cross section is provided around the entire inner corner between the side wall 22 and the ceiling surface 4 of the rotary dewatering drum 2 to prevent water from accumulating in the inner corner. It is set as. A partition plate 24 is provided below the outer box 11.
A sludge fall hole 25 is provided directly below the sludge discharge hole 7. Furthermore, this sludge fall hole 2
5 is covered with a roof-shaped umbrella lid 26 that can be freely slid. Further, below the partition plate 24 is a storage chamber 27 for the sludge storage box 10. In addition, the partition plate 24 is provided with a droplet 28.
A return water pipe 29 led out from 8 is drawn into the aeration tank C. As a result, the motor 12 is activated to rotate the rotary dewatering drum 2 in a well-balanced manner via the bearing 13. When the rotation is normal, the water pump P
The sewage in the aeration tank C is sucked, and the sewage is ejected from the sewage jetting nozzle portion 18 onto the inner wall of the rotary dewatering drum 2 at a predetermined supply amount. The ejected sewage is centrifuged due to the difference in specific gravity, and the solid sludge 8 with a heavy specific gravity collects on the inner circumferential wall side of the rotary dewatering drum 2 and is piled up. On the other hand, water with a lighter specific gravity collects at the center farther from the inner circumferential wall than the sludge and is discharged from the dewatering holes 5 of the rotary dewatering drum 2 in the direction of arrow H. The discharged water passes through a drainage channel 33 constructed between the rotary dewatering drum 2 and the outer box 11, is led to a droplet 28 provided at the bottom 6, and is then led to a water return pipe 29.
It is returned to the aeration tank C through the As the centrifugal separation progresses, the amount of sludge 8 deposited and stacked on the inner peripheral wall of the rotary dewatering drum 2 increases and reaches a predetermined amount. When it is detected that the sludge 8 has reached a predetermined amount, the pump P is stopped, and the supply of sewage from the sewage jetting nozzle section 18 is stopped. After the pump P is stopped, the rotary dewatering drum 2 continues to operate in steady rotation to discharge the remaining water in the rotary dewatering drum 2. At this time, since the filling portion 23 is provided at the inner corner of the rotary dewatering drum 2, water does not accumulate in the inner corner, and all water is smoothly discharged. (If water accumulates in this inner corner, this water will be absorbed by the layered sludge 8 when the rotating dewatering drum 2 is stopped, causing the layered sludge 8 to peel off. Therefore, the water in this inner corner will be absorbed. ) Next, the umbrella lid 26 is required.
, place the sludge storage box 10 in the storage chamber 27 , and operate the lever 20 of the scraping blade 9 to rotate the blade edge 19 of the scraping blade 9 sequentially to the rotating dewatering drum 2 .
Press it against the inner wall and peel off the laminated sludge 8. The stripped sludge 8 passes through the sludge discharge hole 7 and is dropped into the sludge storage box 10. Afterwards, this sludge 8 is dried and treated. When the treatment of the sludge 8 is completed in this manner, the umbrella cover 26 is slid to fit into the sludge fall hole 25. Then, as described above, the rotary dewatering drum 2 is rotated to restart the supply of waste water. At this time, the umbrella lid 26
Since it is roof-shaped, the sludge discharge hole 7 is opened when the sludge 8 and water cannot be separated as specified when the rotation speed of the rotary dewatering drum 2 is other than the normal rotation speed or when foreign matter other than sludge 8 is mixed in the sewage. The wastewater flowing out from the tank can be effectively returned to the aeration tank C through the drop port 28. Also, to explain the case of cleaning the inside of the sludge adjustment device B, the umbrella cover 26 is slid to fit the sludge fall hole 25, and then the cleaning valve 32 is
is opened, and the pump P is driven to supply cleaning water and clean the inner surfaces of the rotary dewatering drum 2 and the outer box 11. (If you do not clean the water pump P, sewage spout nozzle part 18, rotary dewatering drum 2, and drain port 28)
Also, the water return pipe 29 becomes clogged, and the starting load on the water pump P and motor 12 increases. ) When cleaning is finished, stop the washing water, stop the water pump, close the washing valve 32, open the water pumping valve 30, and turn off the motor 12.
Turn off the switch and complete the cleaning. Although there is no problem during continuous operation, if the stop time is long, the sludge 8 will dry out, causing the sludge 8 to dry out, causing the sludge 8 to dry out on the blades of the pump P, the tip of the sewage jet nozzle 18, the inner peripheral wall of the rotary dehydration drum 2, the droplet 28, and the return pipe. If the particles adhere to the inside of the motor 12, clogging or malfunction may occur, and the starting load of the motor 12 will increase. Therefore, when the operation is suspended for a long period of time, the cleaning valve 32 is opened to clean the inside of the sludge conditioning device B before restarting the operation.

本発明は、叙上のように、曝気槽内の汚水を吸
入し、回転脱水ドラム内に汚水を吹き付ける汚水
噴出ノズル部と、脱水孔と汚泥排出孔とを有する
回転脱水ドラムと、回転脱水ドラムの内周面に堆
積された汚泥を掻き落す掻き落し羽根と、回転脱
水ドラムの汚泥排出孔の下方に配設された汚泥収
納箱とで構成されるので、曝気槽内の活性汚泥量
が非常に少なく、汚泥調整の維持管理がやりやす
く、特に家庭維持管理の汚泥調整がやりやすくな
る。特に家庭用屎尿浄化槽において浄化機能を高
めて放流水質を向上させることができるという利
点があり、さらに汚泥の脱水、排出を汚泥調整装
置内部で行えるため、人手に触れることなく汚泥
処理できるものであり、また曝気槽内の汚水を吸
入し、汚水噴出ノズル部にて回転脱水ドラム内に
この汚水を吹き付け、回転脱水ドラムの天井面に
設けた脱水孔より水分を脱水するので、汚泥の脱
水処理が安価に小スペースで行なえ、且つ沈澱槽
に浮上するスカムの除去にも利用できるものであ
り、また汚水を回転脱水ドラム内に噴出する汚水
噴出ノズル部と曝気槽との間に汚水供給管を配設
し、洗浄水を供給するための洗浄パイプを汚水供
給管の途中に連結し、汚水供給管の洗浄パイプと
の連結部より汚水噴出ノズル部側に汚水や洗浄水
を送るための揚水ポンプを配置し、汚水供給管の
洗浄パイプとの連結部より曝気槽側に汚水の送り
を開閉する揚水バルブを設け、洗浄パイプに洗浄
水の送りを開閉する洗浄バルブを設けたので、洗
浄パイプから洗浄水を供給して汚水供給管、汚水
噴出ノズル部、回転脱水ドラム等の洗浄ができる
ものであり、しかも揚水バルブと洗浄バルブとの
切換にて共通の揚水ポンプにて汚水や洗浄水を送
ることができるものであり、さらに汚水にて汚染
されて最も故障したりしやすい揚水ポンプも洗浄
バルブを開くだけでたやすく洗浄できるという利
点がある。さらに曝気槽に汚泥濃度測定器(検知
器)を配設すれば汚泥調整のいらない浄化槽にな
る。
As described above, the present invention provides a rotary dehydration drum having a sewage jetting nozzle section that sucks sewage in an aeration tank and sprays the sewage into a rotary dehydration drum, a dehydration hole and a sludge discharge hole, and a rotary dehydration drum. It consists of a scraping blade that scrapes off sludge accumulated on the inner circumferential surface of the aeration tank, and a sludge storage box installed below the sludge discharge hole of the rotating dewatering drum. This makes maintenance and management of sludge adjustment easier, especially sludge adjustment for household maintenance. In particular, it has the advantage of enhancing the purification function of household human waste septic tanks and improving the quality of the effluent water.Furthermore, the sludge can be dehydrated and discharged inside the sludge conditioning device, allowing sludge treatment without manual intervention. In addition, the sewage in the aeration tank is sucked in, this sewage is sprayed into the rotating dehydration drum using the sewage jet nozzle, and water is removed from the dehydration hole provided on the ceiling of the rotating dehydration drum, so that the sludge can be dehydrated. This can be done inexpensively and in a small space, and can also be used to remove scum that floats up in the sedimentation tank.It also allows a wastewater supply pipe to be placed between the wastewater jetting nozzle that spews wastewater into the rotating dewatering drum and the aeration tank. A washing pipe for supplying washing water is connected in the middle of the wastewater supply pipe, and a water pump is installed to send the wastewater and washing water from the connection part of the wastewater supply pipe to the washing pipe to the wastewater spouting nozzle. A pumping valve that opens and closes the feed of sewage is installed on the aeration tank side from the connection part of the sewage supply pipe with the washing pipe, and a washing valve that opens and closes the feed of washing water is installed in the washing pipe, so that cleaning can be done from the washing pipe. It can supply water to clean the sewage supply pipe, sewage jet nozzle, rotating dehydration drum, etc. Furthermore, by switching between the pumping valve and the washing valve, the sewage and washing water can be sent using a common pump. Furthermore, it has the advantage that water pumps, which are most likely to malfunction due to contamination with sewage, can be easily cleaned by simply opening the cleaning valve. Furthermore, by installing a sludge concentration measuring device (detector) in the aeration tank, it becomes a septic tank that does not require sludge adjustment.

また汚泥排出口と汚泥収納箱との間に配設され
た仕切板と、仕切板の汚泥排出孔直下の部分に設
けられた汚泥落下孔と、汚泥排出孔から汚泥を落
下させるとき開くように汚泥落下孔に設けられた
傘蓋と、仕切板上面と曝気槽との間に設けられた
水を返流する返水パイプとを具備するので、回転
脱水ドラムにて脱水された水が仕切板上に落ちて
返水パイプにて返流されるのは勿論、汚泥収納箱
のある下方に向つて不意に落ちる汚水も傘蓋上に
落ちて傘蓋上から仕切板上、返水パイプを介して
曝気槽に戻すことができて水が汚泥収納箱に落ち
ないものであり、水分の少ない汚泥を汚泥収納箱
に集めることができるものであり、しかも傘蓋は
傘状であるため汚泥が上に滞溜するという弊害も
ないものであり、また脱水した汚泥は傘蓋を開く
ことにより汚泥収納箱にスムーズに落せるもので
ある。
In addition, there is a partition plate disposed between the sludge discharge port and the sludge storage box, and a sludge drop hole provided in the part of the partition plate directly below the sludge discharge hole, which opens when sludge is dropped from the sludge discharge hole. It is equipped with an umbrella cover installed in the sludge fall hole and a water return pipe installed between the top surface of the partition plate and the aeration tank to return water, so that the water dehydrated in the rotating dehydration drum flows through the partition plate. Of course, the sewage that falls on top is returned to the water return pipe, but also the sewage that unexpectedly falls towards the bottom where the sludge storage box is located falls on the umbrella lid and flows from the umbrella lid to the partition plate and through the return pipe. The sludge can be returned to the aeration tank without water falling into the sludge storage box, and sludge with low water content can be collected in the sludge storage box. Moreover, the umbrella lid is shaped like an umbrella, so the sludge does not fall into the sludge storage box. The dehydrated sludge can be smoothly dropped into the sludge storage box by opening the umbrella lid.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の家庭用屎尿浄化槽のブロツク
図、第2図は従来の都市下水用屎尿浄化槽のブロ
ツク図、第3図は本発明のブロツク図、第4図は
本発明の一実施例の概略縦断面図、第5図は同上
の回転脱水ドラム部分の縦断面図、第6図は同上
の第5図に示すX―X断面図、第7図イ〜ニは同
上の掻き落し羽根の第1乃至第4実施態様を示す
斜視図で、2は回転脱水ドラム、3は汚水供給
管、4は天井面、5は脱水孔、6は底部、7は汚
泥排出孔、8は汚泥、9は掻き落し羽根、10は
汚泥収納箱、Cは曝気槽である。
Fig. 1 is a block diagram of a conventional household human waste septic tank, Fig. 2 is a block diagram of a conventional municipal sewage sewage septic tank, Fig. 3 is a block diagram of the present invention, and Fig. 4 is an embodiment of the present invention. 5 is a longitudinal sectional view of the rotary dewatering drum portion of the same as above, FIG. 6 is a sectional view taken along the line XX shown in FIG. 5 of the same, and FIG. 2 is a perspective view showing the first to fourth embodiments, 2 is a rotating dewatering drum, 3 is a sewage supply pipe, 4 is a ceiling surface, 5 is a dewatering hole, 6 is a bottom, 7 is a sludge discharge hole, 8 is a sludge, 9 is a perspective view showing the first to fourth embodiments; 10 is a scraping blade, 10 is a sludge storage box, and C is an aeration tank.

Claims (1)

【特許請求の範囲】[Claims] 1 回転脱水ドラム内に汚水を噴出して吹き付け
る汚水噴出ノズル部と、曝気槽内の汚水を吸入し
て汚水噴出ノズル部に供給するため汚水噴出ノズ
ル部と曝気槽との間に配設された汚水供給管と、
汚水供給管の途中に連結された洗浄水を供給する
ための洗浄パイプと、汚水供給管の洗浄パイプと
の連結部より汚水噴出ノズル部側に配設された汚
水や洗浄水を送るための揚水ポンプと、汚水供給
管の洗浄パイプとの連結部より曝気槽側に設けら
れた汚水の送りを開閉する揚水バルブと、洗浄パ
イプに設けられた洗浄水の送りを開閉する洗浄バ
ルブと、脱水孔と汚泥排出孔とを有する回転脱水
ドラムと、回転脱水ドラムの内周面に堆積した汚
泥を掻き落す掻き落し羽根と、回転脱水ドラムの
汚泥排出孔の下方に配設された汚泥収納箱と、汚
泥排出口と汚泥収納箱との間に配設された仕切板
と、仕切板の汚泥排出孔直下の部分に設けられた
汚泥落下孔と、汚泥排出孔から汚泥を落下させる
とき開くように汚泥落下孔に設けられた傘蓋と、
仕切板上面と曝気槽との間に設けられた水を返流
する返水パイプとで構成されることを特徴とする
浄化槽の汚泥調整装置。
1 A sewage jetting nozzle part that jets and sprays sewage into the rotating dewatering drum, and a sewage jetting nozzle part and an aeration tank that sucks sewage in the aeration tank and supplies it to the sewage jetting nozzle part. A sewage supply pipe;
A cleaning pipe connected to the middle of the sewage supply pipe for supplying cleaning water, and a pump for sending sewage and cleaning water arranged on the side of the sewage spout nozzle from the connection part of the sewage supply pipe with the cleaning pipe. A pump valve that opens and closes the feed of waste water provided on the aeration tank side from the connection part between the pump and the wash pipe of the waste water supply pipe, a wash valve that opens and closes the feed of wash water provided in the wash pipe, and a dewatering hole. and a sludge discharge hole; a scraping blade for scraping off sludge accumulated on the inner peripheral surface of the rotary dehydration drum; and a sludge storage box disposed below the sludge discharge hole of the rotary dehydration drum. A partition plate is provided between the sludge discharge port and the sludge storage box, a sludge drop hole is provided in the portion of the partition plate directly below the sludge discharge hole, and a sludge drop hole is provided to open when sludge is dropped from the sludge discharge hole. An umbrella cover installed in the drop hole,
A sludge conditioning device for a septic tank, comprising a return pipe for returning water provided between the top surface of a partition plate and an aeration tank.
JP5585080A 1980-04-25 1980-04-25 Sludge control device for purification tank Granted JPS56152752A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5585080A JPS56152752A (en) 1980-04-25 1980-04-25 Sludge control device for purification tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5585080A JPS56152752A (en) 1980-04-25 1980-04-25 Sludge control device for purification tank

Publications (2)

Publication Number Publication Date
JPS56152752A JPS56152752A (en) 1981-11-26
JPS6322866B2 true JPS6322866B2 (en) 1988-05-13

Family

ID=13010509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5585080A Granted JPS56152752A (en) 1980-04-25 1980-04-25 Sludge control device for purification tank

Country Status (1)

Country Link
JP (1) JPS56152752A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4244839C2 (en) * 1991-11-19 1998-11-12 Daiyo Kiko Industry Inc Digging sludge and water processing

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50459A (en) * 1973-05-09 1975-01-07

Also Published As

Publication number Publication date
JPS56152752A (en) 1981-11-26

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