JPS60257898A - Method and apparatus for removing precipitate in treatment tank such as purification tank - Google Patents

Method and apparatus for removing precipitate in treatment tank such as purification tank

Info

Publication number
JPS60257898A
JPS60257898A JP11475884A JP11475884A JPS60257898A JP S60257898 A JPS60257898 A JP S60257898A JP 11475884 A JP11475884 A JP 11475884A JP 11475884 A JP11475884 A JP 11475884A JP S60257898 A JPS60257898 A JP S60257898A
Authority
JP
Japan
Prior art keywords
tank
precipitate
tanks
septic
washing water
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
JP11475884A
Other languages
Japanese (ja)
Other versions
JPS6330050B2 (en
Inventor
Mikirou Hamabuchi
浜淵 三紀郎
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.)
Arai Seisakusho Co Ltd
Original Assignee
Arai Seisakusho Co 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 Arai Seisakusho Co Ltd filed Critical Arai Seisakusho Co Ltd
Priority to JP11475884A priority Critical patent/JPS60257898A/en
Publication of JPS60257898A publication Critical patent/JPS60257898A/en
Publication of JPS6330050B2 publication Critical patent/JPS6330050B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To make it possible to efficiently perform treatment, by injecting washing water to the precipitate of the receiving tank of a purification tank of excretion to wash said precipitate. CONSTITUTION:Sludge or raw excretion is withdrawn from purification tanks 1, 2 while a suction hose 18 is inserted into storage parts 1b, 2b from charging ports 1a, 2a. In this state, washing water such as tap water is supplied to the suction nozzle 20 provided to the leading end of the suction hose 18 from a water supply pipe 22 and a vacuum pump 15 is operated. By this mechanism, washing water is injected toward a precipitate P from a large number of jet orifices 21 provided to the leading end of the suction nozzle 20 to wash the precipitate P while a tank 3 is brought to a negative pressure state, and the precipitate P and washing water are sucked into the tank 3 from the suction nozzle 20 through the suction hose 18.

Description

【発明の詳細な説明】 発明の目的 (産業上の利用分野) この発明は汚泥や生し尿等を投入して浄化処理する浄化
槽等において、その下部に沈澱した砂等の沈澱物を除去
する除去方法及びその装置に関するものである。
[Detailed Description of the Invention] Purpose of the Invention (Field of Industrial Application) This invention is a method for removing sediment such as sand that has settled in the lower part of a septic tank or the like in which sludge, human waste, etc. are put in for purification treatment. The present invention relates to a method and an apparatus thereof.

(従来の技術) 一般に、汚泥や生し尿等を投入して浄化処理する浄化槽
等においては、その汚泥等に含まれている砂や固形物等
を沈〆殿させるために、底面の一部に沈澱物貯留部が設
けられている。そして、従来では、定期的に浄化槽等の
汚泥等を抜き取り、作業者が浄化槽等内に入って貯留部
内に沈澱した砂等の沈澱物を除去していた。そのために
、沈澱物の除去作業が非常に面倒であるとともに、多く
の時間を要するばかりでな(、’、p)酸欠、有毒ガス
の吸引等の危険をともなうという欠陥があった。
(Prior art) In general, in septic tanks, etc., where sludge, raw human waste, etc. are put in for purification treatment, a part of the bottom is A sediment storage section is provided. Conventionally, sludge or the like from a septic tank or the like has been periodically removed, and an operator has entered the septic tank or the like to remove sediments such as sand that have settled in the storage section. For this reason, the work of removing the precipitate is very troublesome and requires a lot of time (,',p), and there are drawbacks such as dangers such as oxygen deficiency and inhalation of toxic gas.

(発明が解決しようとする問題点) この発明は、前記のような従来方法における欠陥を解決
し、浄化槽等の処理槽内の沈澱物を槽内に入ることなく
容易に吸引除去することができるとともに、その吸引除
去した沈澱物の処理を効率的に行うことができる浄化槽
等の処理槽における沈澱物の除去方法及びその装置を提
供しようとするものである。
(Problems to be Solved by the Invention) The present invention solves the deficiencies in the conventional methods as described above, and can easily remove sediment in a treatment tank such as a septic tank by suction without entering the tank. It is also an object of the present invention to provide a method and apparatus for removing sediment in a treatment tank such as a septic tank, which can efficiently process the suctioned sediment.

発明の構成 (問題点を解決するための手段) この発明は、前記の問題点を解決するために、し尿等の
浄化槽、前受槽、投入槽、貯留槽等の処理槽内の砂、バ
ラス、し渣、固形物等の沈澱物に洗浄水を噴射してその
沈澱物を洗浄し、その後、沈澱物を洗浄水とともに分離
用のタンク内に吸引して貯留するようにしたものである
Composition of the Invention (Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention aims to solve the above-mentioned problems by treating sand, ballast, etc. Washing water is injected onto precipitates such as sludge and solid matter to wash the precipitates, and then the precipitates are sucked into a separation tank together with the washing water and stored.

(実施例) 以下、この発明の一実施例を図面に従って詳細に説明す
る。
(Example) Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

さて、第1図において1,2は汚泥及び生し尿を浄化処
理するための浄化槽を示し、その上部には汚泥や生し尿
を投入するための投入口1a、2aが設けられている。
Now, in FIG. 1, reference numerals 1 and 2 indicate septic tanks for purifying sludge and raw human waste, and input ports 1a and 2a for introducing sludge and raw human waste are provided in the upper part of the tank.

その投入口1a、2aの下方において各浄化槽1,2の
底面には沈設物貯留 □゛部1b 、2bが形成され、
浄化槽1,2内に投入された汚泥や生し尿に含まれてい
る砂、バラス、し渣、固形物等がこの貯留部1b、2b
に沈澱するようになっている。
Sediment storage parts 1b and 2b are formed on the bottom of each septic tank 1 and 2 below the input ports 1a and 2a,
Sand, balas, scum, solid matter, etc. contained in the sludge and human waste put into the septic tanks 1 and 2 are stored in the storage parts 1b and 2b.
It is supposed to precipitate.

前記浄化槽1,2の近傍において地上にはほぼ円筒状の
密閉型タンク3が、その軸線を傾斜させた状態で支持台
4により配設されている。第1゜2図に示すようにタン
ク3の外周において、その−」二側の上端部、下側の1
−下はぼ中央部と下端部、及び側面の下端部りには接続
tT]5,6,7.8がそれぞれ設けられている。又、
タンク3の下端縁には取出口9が形成され、その取出口
9には開閉蓋10が開閉回動可能に取着されていて、締
付ノンドル11により常には閉鎖状態に締付は保持され
ている。
A substantially cylindrical closed tank 3 is disposed on the ground near the septic tanks 1 and 2 on a support base 4 with its axis inclined. As shown in Figure 1.2, on the outer periphery of the tank 3,
- Connections tT]5, 6, and 7.8 are provided at the center and lower end of the lower part, and at the lower end of the sides, respectively. or,
An outlet 9 is formed at the lower edge of the tank 3, and an opening/closing lid 10 is attached to the outlet 9 so that it can be rotated to open and close, and is always kept in the closed state by a tightening nondle 11. ing.

第1図に示すように前記タンク3の上側上端部の接続口
5には、吸気パイプ12が接続され、その吸気パイプ1
2の途中には継手13等を介して水抜き容器14、真空
ポンプ15及び開閉バルブ16が設けられている。そし
て、真空ポンプ15の作動によりタンク3内から気体が
排出されて、そのタンク3内が常に負圧状態に保持され
るようになっている。
As shown in FIG. 1, an intake pipe 12 is connected to the connection port 5 at the upper end of the tank 3.
A drain container 14, a vacuum pump 15, and an on-off valve 16 are provided in the middle of the pipe 2 via a joint 13 and the like. Gas is discharged from the tank 3 by the operation of the vacuum pump 15, so that the inside of the tank 3 is always maintained at a negative pressure state.

前記タンク3の下側はぼ中央部の接続+16には継手1
7を介して吸込ホース18が接続され、浄化槽1,2の
投入口1a、2aから貯留部11)。
The lower part of the tank 3 has a joint 1 at the connection +16 in the center.
7, a suction hose 18 is connected to the reservoir 11) from the inlets 1a, 2a of the septic tanks 1, 2.

2b内に延長させ得るようになっている。その吸込ホー
ス18の途rI’ Icは開閉バルブ19が接続される
とともに、先端には第4図に示すような吸込ノズル20
が接続され、そのノズルの先端には浄化槽1,2の貯留
部1b 、2b内に沈澱した砂等の沈澱物Pを吸込むた
めのテーパ状の開口20a20aには複数個の噴射孔2
】が形成され、この噴射孔21によって噴射手段が構成
されている。
It is designed so that it can be extended within 2b. An on-off valve 19 is connected to the end of the suction hose 18, and a suction nozzle 20 as shown in FIG. 4 is connected to the end of the suction hose 18.
is connected to the storage part 1b of the septic tank 1, 2 at the tip of the nozzle, and a plurality of injection holes 2 are connected to the tapered opening 20a20a for sucking the sediment P such as sand settled in the nozzle 2b.
] is formed, and this injection hole 21 constitutes an injection means.

又、吸込ノズル20の基端外周には水道管等の給水パイ
プ22を接続するための接続口23が設けられ、その接
続口23と各噴射孔21とを連結するように吸込ノズル
20の側壁には通水路24が形成されている。そして、
給水パイプ22から接続口23に供給される水道水等の
洗浄水が噴射孔21から沈澱物Pに向かって噴射され、
沈澱物Pが吸引に先立って洗浄されるとともに、その沈
澱物Pが洗浄水とともに吸込ノズル20からタンク3内
に吸引されて、そのタンク3内で固体と液体とに分離さ
れるようになっている。
Further, a connection port 23 for connecting a water supply pipe 22 such as a water pipe is provided on the outer periphery of the base end of the suction nozzle 20, and a side wall of the suction nozzle 20 is provided so as to connect the connection port 23 and each injection hole 21. A water passage 24 is formed therein. and,
Cleaning water such as tap water supplied from the water supply pipe 22 to the connection port 23 is injected from the injection hole 21 toward the sediment P,
The precipitate P is washed prior to suction, and the precipitate P is sucked into the tank 3 from the suction nozzle 20 together with the washing water, and is separated into solid and liquid within the tank 3. There is.

前記タンク3の側面下端寄りの接続口8には帰還用ホー
ス25が接続され、その先端部を浄化槽1.2内に延長
させ得るようになっている。帰還用ホース25の途中に
は継手26等を介して開閉バルブ27及び送水ポンプ2
8が設けられ、この帰M 用ホース25、送水ポンプ2
8等によって帰還手段が構成されている。そして、前記
タンク3内で分離された液体がこの送水ポンプ28の作
動によって浄化槽1.2内へ帰還されるようになってい
る。
A return hose 25 is connected to the connection port 8 near the lower end of the side surface of the tank 3, and its tip can be extended into the septic tank 1.2. An on-off valve 27 and a water pump 2 are connected to the return hose 25 via a joint 26 etc.
8, a return hose 25 and a water pump 2 are provided.
8 etc. constitutes a feedback means. The liquid separated in the tank 3 is returned to the septic tank 1.2 by the operation of the water pump 28.

第2図に示すように前記タンク3の側面には」二下一対
の電極等よりなる水位検出部材29.30が設けられ、
この検出部材29.30によってタンク3内の水位が検
出されるようになっている。
As shown in FIG. 2, a water level detection member 29, 30 consisting of a pair of electrodes, etc. is provided on the side surface of the tank 3.
The water level in the tank 3 is detected by the detection members 29 and 30.

そして、タンク3内の水位が所定のハイレベルを越えて
」1昇したときには、上方の水位検出部材29の検出動
作に伴い送水ポンプ28が作動されてタンク3内の液体
が浄化槽1.2内に帰還され、又、タンク3内の水位が
所定のローレベルを越えて下降したときには、下方の水
位検出部材30の検出動作に伴い送水ポンプ28の作動
が停止されるようになっている。
When the water level in the tank 3 exceeds a predetermined high level and rises by 1, the water pump 28 is activated in accordance with the detection operation of the upper water level detection member 29, and the liquid in the tank 3 is pumped into the septic tank 1.2. When the water level in the tank 3 falls beyond a predetermined low level, the operation of the water pump 28 is stopped in accordance with the detection operation of the lower water level detection member 30.

前記タンク3の下側下端部の接続ロアには排水パイプ3
1が接続され、その排水パイプ31の途中には開閉バル
ブ32が設けられている。そして、この開閉バルブ32
を開放した状態で接続ロアからタンク3内の液体を抜き
取ることができ、その後、前記締付ハンドル11の解除
操作により開閉蓋10を開放回動させて、第1図に示す
ようにタンク3内の沈澱物Pを取出口9からトラックT
等に排出できるようになっている。なお、第5図に示す
ように、接続ロアには板拐32を放射状に配置は 置した受け部材33が内装固定されており、この− ゛
部材33上に小石等が載置されることにより、この受け
部拐33と小石等とでフィルタが構成される。
A drain pipe 3 is provided at the lower end of the lower side of the tank 3.
1 is connected, and an on-off valve 32 is provided in the middle of the drain pipe 31. And this opening/closing valve 32
The liquid in the tank 3 can be drained from the connecting lower with the opening of the lid 10 opened, and then the opening/closing lid 10 is rotated to open by releasing the tightening handle 11, and the liquid inside the tank 3 is removed as shown in FIG. Take out the sediment P from the truck T from the outlet 9.
It is designed to be able to be discharged. Furthermore, as shown in Fig. 5, a receiving member 33 on which planks 32 are arranged radially is fixed inside the connecting lower, and when a pebble or the like is placed on this member 33, A filter is constituted by this receiving portion 33 and pebbles or the like.

次に、上記のように構成された沈殿物除去装置について
作用を説明する。
Next, the operation of the precipitate removing device configured as described above will be explained.

さて、この実施例の装置を使用して浄化槽]。Now, use the device of this example to create a septic tank].

2内の貯留部1b、2bに沈澱した砂等の沈澱物Pを除
去する場合には、まず浄化槽1,2から汚泥や生し尿等
を抜き止って、その投入口1a、2aから貯留部]、 
l) 、 2’l)内に吸込ホース18を挿入する。こ
の状態で給水パイプ22から吸込ホース18先端の吸込
ノズル20に水道水等の洗浄水を供給するとともに、真
空ポンプ15を作動させると、吸込ノズル20先端の多
数の噴射孔21から沈澱物Pに向かって洗浄水が噴射さ
れ、沈澱物Pが洗浄されるとともに、タンク3内が負圧
状態になって沈澱物P及び洗浄水が吸込ノズル2oから
吸込ホース18を介してタンク3内に吸引される。
When removing sediment P such as sand that has settled in the storage parts 1b and 2b in the septic tanks 1 and 2, first remove the sludge, human waste, etc. from the septic tanks 1 and 2, and then remove the sludge and human waste from the inlets 1a and 2a of the storage part] ,
l), Insert the suction hose 18 into 2'l). In this state, when cleaning water such as tap water is supplied from the water supply pipe 22 to the suction nozzle 20 at the tip of the suction hose 18 and the vacuum pump 15 is operated, the precipitate P is discharged from the numerous injection holes 21 at the tip of the suction nozzle 20. Washing water is injected towards the tank 3 to wash away the precipitate P, and at the same time, the inside of the tank 3 becomes a negative pressure state, and the precipitate P and wash water are sucked into the tank 3 from the suction nozzle 2o via the suction hose 18. Ru.

そして、この実施例ではほぼ円筒状のタンク3がその軸
線を傾斜させた状態に配置され、前記沈澱物Pと洗浄水
の混合物がタンク3外周の下側はぼ中央部に設けられた
接続口6からタンク3内に吸引されるようになっている
ため、前記混合物中で比重の大きい固体は自重によりタ
ンク3内において下端の取出口9側に移動するとともに
、比重の小さい液体はその」−に留まる。従って、タン
ク3内に吸引された混合物は固体と液体とに自動的に分
離される。
In this embodiment, a substantially cylindrical tank 3 is arranged with its axis inclined, and the mixture of the precipitate P and washing water flows through a connection port provided at the lower center of the outer periphery of the tank 3. 6 into the tank 3, solids with a high specific gravity in the mixture move to the outlet 9 at the lower end of the tank 3 due to their own weight, while liquids with a low specific gravity move there. Stay in. Therefore, the mixture drawn into the tank 3 is automatically separated into solid and liquid.

このようにし7てタンク3内の水位が上昇し、所定のハ
イレベルに達すると、」1方の水位検出部材29の検出
動作に基づき送水ポンプ28が作動される。それにより
、タンク3内で分離された液体が帰還用ホース25を介
して浄化槽1,2内に帰還され、貯留部1b、Zb内の
沈澱物Pに向かって放出される。なお、この場合、吸込
ノズル20 ’は沈澱物中から引上げ、タンク3内が大
気圧になるようにする。従って、前記吸込ノズル2oの
噴射孔21から噴射される洗浄水及びこの帰還用ホース
25から放出される帰還水により、沈澱物Pが迅速かつ
確実に洗浄されてタンク3内に吸引される。そのために
、タンク3内における固体と液体との分離が円滑に効率
よく行われる。
In this way, when the water level in the tank 3 rises and reaches a predetermined high level, the water pump 28 is activated based on the detection operation of one of the water level detection members 29. Thereby, the liquid separated in the tank 3 is returned to the septic tanks 1 and 2 via the return hose 25, and is discharged toward the precipitate P in the storage parts 1b and Zb. In this case, the suction nozzle 20' is pulled up from the sediment to bring the inside of the tank 3 to atmospheric pressure. Therefore, the precipitate P is quickly and reliably washed and sucked into the tank 3 by the cleaning water injected from the injection hole 21 of the suction nozzle 2o and the return water discharged from the return hose 25. Therefore, separation of solid and liquid within the tank 3 is performed smoothly and efficiently.

そして、前記タンク3内の水位が所定のローレベルに達
したときには、下方の水位検出部材30の枚用動作に基
づき送水ポンプ28の作動が停止され、タンク3から浄
化槽1,2内への液体の帰還が中断される。このように
して、浄化槽1,2内の沈澱物Pがタンク3内に吸引さ
れた後、排水パイプ31の開閉バルブ32を開放すると
、タンク3内の液体が排水パイプ31を介して排出され
、そのタンク3内には砂等の沈澱物Pのみが残る。
When the water level in the tank 3 reaches a predetermined low level, the operation of the water pump 28 is stopped based on the operation of the lower water level detection member 30, and the liquid from the tank 3 to the septic tanks 1 and 2 is stopped. return is interrupted. After the sediment P in the septic tanks 1 and 2 is sucked into the tank 3 in this way, when the on-off valve 32 of the drain pipe 31 is opened, the liquid in the tank 3 is discharged through the drain pipe 31. Only the sediment P such as sand remains in the tank 3.

従って、この状態で開閉蓋10を開放さぜれば、第1図
に示すようにその沈澱物Pを取出口9からトラックT上
等に容易に取り出すことができる。
Therefore, if the lid 10 is opened in this state, the precipitate P can be easily taken out from the opening 9 onto the truck T, etc., as shown in FIG.

なお、この発明は前記実施例に限定されるものではなく
、この発明の趣旨から逸脱しない範囲で各部の構成を任
意に変更して具体化することも可能であ乞。又、この発
明を浄化槽以外の前受槽、投入槽、貯留槽等の他の処理
槽において使用してもよい。
It should be noted that the present invention is not limited to the above-mentioned embodiments, and the configuration of each part can be changed and embodied as desired without departing from the spirit of the invention. Further, the present invention may be used in other treatment tanks other than septic tanks, such as pre-receiving tanks, charging tanks, and storage tanks.

発明の効果 以上詳述したようにこの発明は、浄化槽等の処理槽内の
沈澱物を槽内に入ることなく容易に吸引除去することが
できるとともに、その吸引除去した沈澱物の処理を効率
的に行うことができるという優れた効果を奏する。
Effects of the Invention As detailed above, the present invention allows sediments in a treatment tank such as a septic tank to be easily removed by suction without entering the tank, and the suctioned and removed sediments can be efficiently disposed of. It has the excellent effect of being able to be used in a variety of situations.

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

第1図はこの発明を具体化した沈澱物除去装置の概要を
示す線図、第2図はその分離用タンクを拡大して示す正
面図、第3図はそのタンクの側面図、第4図は吸込ホー
ス先端の吸込ノズルを拡大は真空ポンプ、18は吸込ホ
ース、20は吸込ノズル、21は噴射手段を構成する噴
射孔、22は給水パイプである。 特許出願人 株式会社荒井製作所 代理人 弁理士恩田博宣
Figure 1 is a diagram showing the outline of a sediment removal device embodying the present invention, Figure 2 is an enlarged front view of the separation tank, Figure 3 is a side view of the tank, and Figure 4. 18 is a suction hose, 20 is a suction nozzle, 21 is an injection hole constituting an injection means, and 22 is a water supply pipe. Patent applicant: Arai Seisakusho Co., Ltd. Representative: Hironobu Onda, patent attorney

Claims (1)

【特許請求の範囲】 Iし尿等の浄化槽(1,’2)、前受槽、投入槽、貯留
槽等の処理、槽内の砂、バラス、し渣、固形物等の沈澱
物(P)に洗浄水を噴射してその沈澱物を洗浄し、その
後、沈澱物を洗浄水とともに分離用のタンク(′()内
に吸引して貯留することを特徴とする浄化槽等の処理槽
における沈澱物の除去方法。 zし尿等の浄化槽(1,2)前受槽、投入槽、貯留槽等
の処理槽から吸込ノズル(20)を介して砂、バラス、
し渣、固形物等の沈澱物(P)を吸引し、内部において
固体と液体とに分離するタンク(3)と。 そのタンク(3)の内部を負圧状態に保持するための真
空ポンプ(15)と、 前記吸込7ノズル(20)から洗浄水を噴射し、沈澱物
を吸引に先立って洗浄する噴射手段(21)と を備えたことを特徴とする浄化槽等の処理槽における沈
澱物の除去装置。 3前記タンク(3)はほぼ円筒状に形成されてその軸線
を傾斜させた状態に配設され、前記吸込ノズル(20)
に連結した吸込ホース(18)の接続口(6)がそのタ
ンク(3)の下側外周縁の上下はぼ中央部に設けられて
いることを特徴とする特許請求の範囲第2項に記載の浄
化槽等の処理槽における沈澱物の除去装置。 4@記噴出手段は吸込ノズル(20)の先端に設けられ
た複数個の噴射孔(2])によって構成されていること
を特徴とする特許請求の範囲第2項又は第3項に記載の
浄化槽等の処理槽にj、・ける沈澱物の除去装置。
[Claims] I Treatment of human waste, etc. in septic tanks (1, '2), pre-receiving tanks, input tanks, storage tanks, etc., and for sediments (P) such as sand, balas, human sludge, and solids in the tanks. Precipitation in a treatment tank such as a septic tank, which is characterized by injecting washing water to wash the precipitate, and then sucking the precipitate together with the washing water into a separation tank ('()) and storing the precipitate. Removal method: z Sand, balas,
A tank (3) that sucks in precipitates (P) such as scum and solids and separates them into solids and liquids inside. A vacuum pump (15) for maintaining the inside of the tank (3) in a negative pressure state, and an injection means (21) for injecting washing water from the seven suction nozzles (20) to wash the precipitate prior to suction. ) A device for removing sediment in a treatment tank such as a septic tank. 3 The tank (3) is formed in a substantially cylindrical shape and is arranged with its axis inclined, and the suction nozzle (20)
Claim 2, characterized in that the connection port (6) of the suction hose (18) connected to the tank (3) is provided at the upper and lower center of the lower outer peripheral edge of the tank (3). A device for removing sediment in treatment tanks such as septic tanks. 4. The jetting means according to claim 2 or 3, wherein the jetting means is constituted by a plurality of jetting holes (2) provided at the tip of the suction nozzle (20). A device for removing sediment from a treatment tank such as a septic tank.
JP11475884A 1984-06-05 1984-06-05 Method and apparatus for removing precipitate in treatment tank such as purification tank Granted JPS60257898A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11475884A JPS60257898A (en) 1984-06-05 1984-06-05 Method and apparatus for removing precipitate in treatment tank such as purification tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11475884A JPS60257898A (en) 1984-06-05 1984-06-05 Method and apparatus for removing precipitate in treatment tank such as purification tank

Publications (2)

Publication Number Publication Date
JPS60257898A true JPS60257898A (en) 1985-12-19
JPS6330050B2 JPS6330050B2 (en) 1988-06-16

Family

ID=14645942

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11475884A Granted JPS60257898A (en) 1984-06-05 1984-06-05 Method and apparatus for removing precipitate in treatment tank such as purification tank

Country Status (1)

Country Link
JP (1) JPS60257898A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460758A (en) * 1977-09-30 1979-05-16 Stigebrandt Ake Method of and device for treating sludge water
JPS5633126A (en) * 1979-08-27 1981-04-03 Taiyo Seikou Kk Removing method for surface flaw of baking coated strip

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5460758A (en) * 1977-09-30 1979-05-16 Stigebrandt Ake Method of and device for treating sludge water
JPS5633126A (en) * 1979-08-27 1981-04-03 Taiyo Seikou Kk Removing method for surface flaw of baking coated strip

Also Published As

Publication number Publication date
JPS6330050B2 (en) 1988-06-16

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