JPS62163794A - Method and device for purifying sewage - Google Patents

Method and device for purifying sewage

Info

Publication number
JPS62163794A
JPS62163794A JP61244030A JP24403086A JPS62163794A JP S62163794 A JPS62163794 A JP S62163794A JP 61244030 A JP61244030 A JP 61244030A JP 24403086 A JP24403086 A JP 24403086A JP S62163794 A JPS62163794 A JP S62163794A
Authority
JP
Japan
Prior art keywords
sewage
septic tank
sludge
inlet
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.)
Granted
Application number
JP61244030A
Other languages
Japanese (ja)
Other versions
JPH064160B2 (en
Inventor
Yoshio Tanuma
田沼 吉男
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.)
BANDOU GIJUTSU KOGYO KK
Original Assignee
BANDOU GIJUTSU KOGYO KK
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 BANDOU GIJUTSU KOGYO KK filed Critical BANDOU GIJUTSU KOGYO KK
Priority to JP24403086A priority Critical patent/JPH064160B2/en
Publication of JPS62163794A publication Critical patent/JPS62163794A/en
Publication of JPH064160B2 publication Critical patent/JPH064160B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PURPOSE:To purify sewage with a high purifying power by circulating the sludge at the bottom part on the inlet side of a septic tank to the vicinity of the inlet side, aerating the fluidized sewage from the bottom part, and bringing the sewage into contact with a catalytic body. CONSTITUTION:In the catalytic aeration type purification of sewage utilizing aerobes, an air-lift pump 12 for returning sludge is provided in the vicinity of the vessel bottom immediately under a riser tube communicating with the outlet 4. The pump is communicated with a sludge returning pipe 13 and opened in a downcomer 5. The catalytic body 14 enriched in microbes is packed over the grid plate 2 in the vessel 1, and a diffuser pipe 15 for fluidizing sewage is furnished below the grid plate 2. Consequently, the sludge in the septic tank is allowed to flow at all times, aerated several times while being decomposed, and brought into contact with the catalytic body plural times. Accordingly, sewage can be highly purified with a high purifying power.

Description

【発明の詳細な説明】 (技11シを分野) 本発明は、汚水を浄化する方法および装置に関し、特に
好気性の微生物を利用して汚水を浄化するのに好適な接
触IQj気式の才り水汀1化方法および装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Technical Field) The present invention relates to a method and apparatus for purifying wastewater, and in particular to a contact IQj pneumatic method suitable for purifying wastewater using aerobic microorganisms. The present invention relates to a method and apparatus for converting water into silt.

(従来技術) ンう水浄化装置の一つとして、好気性の微生物が付γ1
した接触体を、浄化ずへきNj水か前記接触体を水・上
方向にまたはに方からF方に通過A−るように、浄化槽
内に配置し、浄化すべき汚水を浄化槽への前記79水の
流入口の側から流1j[lの側へ11fr記汚水を移動
させ、その間に該汚水中に散気し、前記7り水が前記接
触体を通るときに前記微生物により首記汚水を浄化させ
る浄化装置かある。
(Prior art) As one of the water purification devices, aerobic microorganisms
The contact body is placed in a septic tank so that the unpurified water passes through the contact body upward or from the direction F, and the sewage to be purified is transferred to the septic tank in the above-mentioned 79 Move the 11fr sewage from the water inlet side to the flow 1j[l side, diffuse aeration in the wastewater during this time, and when the 7 water passes through the contact body, the 11fr sewage is removed by the microorganisms. There is a purification device to purify it.

しかし、従来のこの種の汚水浄化装置は、いずれも汚水
が一つの浄化槽を一回通過する構造、すなわち一過性で
あるため浄化度が低く、また浄化槽に供給される水星が
少ないと、水の流わが悪くなり、さらに浄化すべき汚水
中の汚泥が浄化槽の底、特に浄化槽の流出口の側の底部
に堆積し、該?’j泥が浄化槽から排出される汚水の浄
化度を低ドさせる原因となっている。
However, all conventional sewage purification devices have a structure in which sewage passes through one septic tank once, which means that the purification level is low because the sewage passes through one septic tank once, and the degree of purification is low. The flow rate of the septic tank becomes poor, and sludge in the sewage to be purified accumulates at the bottom of the septic tank, especially at the bottom near the outlet of the septic tank. 'jMud is the cause of lowering the degree of purification of sewage discharged from septic tanks.

(発明の目的) 本発明は、浄化力が高く、汚泥が浄化槽の流出1」の側
の底に堆積せず、高度に浄化された汚水が浄化槽から排
出される、汚水浄化方法および装置を提供することをI
l的とする。
(Object of the Invention) The present invention provides a sewage purification method and device that has high purification power, does not allow sludge to accumulate at the bottom of the septic tank on the outflow side, and highly purified sewage is discharged from the septic tank. I to do
L-target.

(発明の構成) 本発明の汚水浄化方法は、浄化すべき汚水の流入口およ
び流出[」を有する浄化槽の首記流出口の側の底部に存
在する汚泥を首記流入口の近傍に環流させ、その間に前
記流入11から+’+f記流出1」へ向けて流動する汚
水に前記処理槽の底部から散気すると共に前記汚水を接
触体に接触させることを特徴とする。
(Structure of the Invention) The sewage purification method of the present invention recirculates sludge present at the bottom on the side of the outlet of a septic tank having an inlet and an outlet of sewage to be purified to the vicinity of the inlet. During this time, the sewage flowing from the inflow 11 to the +'+f outflow 1' is aerated from the bottom of the treatment tank, and the sewage is brought into contact with a contact body.

本発明の汚水浄化装置は、浄化すべき汚水の流入l1お
よび流出「Jを打し、前記汚水が前記流入口から前記流
出口に向けて移動する浄化槽と、慈浄化槽の前記汚水の
流路に配置された接触体と、前記浄化槽の11η記流出
口の側の底部に存在する汚泥を前記流入口の近傍に強制
的に環流させる・L段と、前記浄化槽の底部に配置され
、前記汚水に11父気する手段とを備える。
The sewage purification device of the present invention has an inflow l1 and an outflow ``J'' of sewage to be purified, and a septic tank in which the sewage moves from the inlet to the outlet, and a flow path of the sewage in the septic tank. A contact body arranged at the bottom of the 11η outlet of the septic tank is forced to circulate near the inlet. An L stage is arranged at the bottom of the septic tank, and the sludge existing at the bottom of the 11η outlet side of the septic tank is forced to circulate back to the vicinity of the inlet. 11 Have the means to care for your father.

(発明の作用効果) 本発明の汚水浄化方法および装置では、浄化槽の流出口
の側の底に存在する汚泥は、流入l」の近傍に環流され
、流入口に供給される浄化すべき汚水と合流されて、丙
び浄化槽内を流入1」から流出口に向けて流動する。こ
のため、浄化槽内の汚泥は、一つの浄化槽内を常時流れ
、一つの浄化槽内で分解されつつ複数回曝気されるとと
もに、複数回接触体と接触する。従って本発明によれば
、浄化力か高く、汚泥が浄化槽の流出口の側の底に堆積
せず、高度に浄化された水が浄化槽から排出される。
(Effects of the Invention) In the sewage purification method and device of the present invention, the sludge present at the bottom of the septic tank at the outlet side is recycled to the vicinity of the inlet l' and combined with the sewage to be purified that is supplied to the inlet. The water flows through the septic tank from the inlet 1 to the outlet. Therefore, the sludge in the septic tank constantly flows within one septic tank, is decomposed in one septic tank, is aerated multiple times, and comes into contact with the contact body multiple times. Therefore, according to the present invention, the purifying power is high, sludge does not accumulate on the bottom of the septic tank at the outlet side, and highly purified water is discharged from the septic tank.

(実施例) 以下、図面に示す本発明の実施例について説明する。(Example) Embodiments of the present invention shown in the drawings will be described below.

第1図〜第3図に示す浄化装置は、地中に埋設される浄
化槽を含む。該浄化槽は、上方へ開口する箱状の槽体l
と、該槽体の上部開口を閉鎖する槽蓋16とを備え、長
辺か短辺の2〜3倍の長方前 形の本面形状を有する。槽在16には、穴が穿たれいる
。槽在161−には、トが250mm程度のJ′λさに
盛られている。槽体1内には、I−1の細かい格子板2
か槽体1の底部から浄化槽の高さ1法の1/4程度の高
さ北方へ隔てられた位置に張り渡されている。槽体1の
)面長毛方向に相対向する側壁の一方の側壁の上部には
浄化すべき汚水の7At人[13が設けられ、他方の側
壁のY部には浄化された汚水の流出[−14h’ +9
けられている。
The purification apparatus shown in FIGS. 1 to 3 includes a septic tank buried underground. The septic tank has a box-shaped tank body l that opens upward.
and a tank lid 16 that closes the upper opening of the tank body, and has a rectangular front shape that is 2 to 3 times longer than the long side or the short side. A hole is bored in the tank 16. In the tank 161-, the holes are arranged at J'λ of about 250 mm. Inside the tank body 1, there is a fine lattice plate 2 of I-1.
The septic tank is stretched at a position separated from the bottom of the tank body 1 to the north by a height of about 1/4 of the height of the septic tank. At the upper part of one side wall of the tank body 1 facing opposite to each other in the direction of long hair, there is provided a 7at part [13] of the sewage to be purified, and in the Y part of the other side wall, there is provided an outflow of the purified sewage [- 14h' +9
I'm being kicked.

槽体1内の流入口3の側には流入に13に連通された流
下管5が配置され、槽体l内の流出し−14の側には流
出D 4に連通された[昇管6と表面水の導入管7とが
配置されている。流下管5.ト昇管6および導入管7の
それぞれは、槽体1内を格子・板2の高さ位置から上方
へ伸び、また下方に開]]する。流F管5は、槽体1内
を浄化すべき汚水が流下管5内を上方から下方へ流動す
る第1の流路と、該第1の流路を流下した汚水か上方か
ら上方へ流動する第2の流路とに区画する。
On the side of the inlet 3 in the tank body 1, there is disposed a downstream pipe 5 that communicates with the inflow port 13, and on the side of the outflow port 14 in the tank body 1, there is arranged a downstream pipe 5 that communicates with the outflow port D4. and a surface water introduction pipe 7 are arranged. Downstream pipe 5. Each of the riser pipe 6 and the introduction pipe 7 extends upward from the height of the grid/plate 2 within the tank body 1 and opens downward. The flow F pipe 5 has a first flow path through which sewage to be purified in the tank body 1 flows from the top to the bottom in the flow pipe 5, and a flow path through which the sewage flowing down the first flow path flows from the top to the top. It is divided into a second flow path and a second flow path.

導入管7の上部には越流管8が連通さiている。藷越流
管8は、導入管7から槽体1の長手方向中心に向けて伸
び、また複数の集水穴9を打する。導入管7の上部には
、エアリフトポンプ10か設けられており、該エアリフ
トポンプ10の[’i”4は槽体1の上部に架設された
循環返送管11の端に連通されている。循環返送管11
の他端は、流ド管5内に開1−1する。
An overflow pipe 8 is communicated with the upper part of the introduction pipe 7. The overflow pipe 8 extends from the introduction pipe 7 toward the longitudinal center of the tank body 1, and also has a plurality of water collection holes 9. An air lift pump 10 is provided at the upper part of the introduction pipe 7, and the ['i'4] of the air lift pump 10 is connected to the end of a circulation return pipe 11 installed at the upper part of the tank body 1. Circulation Return pipe 11
The other end opens 1-1 into the flow pipe 5.

上昇管6の頁ドの槽底に近い位置には、tり泥返送用の
エアリフトポンプ12か設置さ4、詠エアリフトポンプ
12の上端は循環返送管11とV行に架設された汚泥返
送管13の一端に連通されている。1り泥返送管13の
他端は、流下管5内に開口する。
An air lift pump 12 for returning sludge is installed at a position close to the bottom of the riser pipe 6, and the upper end of the air lift pump 12 is connected to the circulation return pipe 11 and a sludge return pipe installed in the V line. It is connected to one end of 13. The other end of the mud return pipe 13 opens into the downflow pipe 5.

槽体1内の格子板2より上の領域には、微生物リッチの
接触体14が格Y−板2上から槽体lの上部に達する領
域全体に充填されている。接触体14は、汚水との接触
面積が広いことを必要とし、ヘチマ繊維状に形成された
合成樹脂、たとえば商品名へチマロンが好適である。槽
体l内の格r−板2より下方の領域には、汚水流動用の
散気管15か配置されている。該散気管15は、接触体
14のF方に位置するように、槽底に設置されている。
In the area above the lattice plate 2 in the tank 1, a contact body 14 rich in microorganisms is filled in the entire area extending from the top of the Y-board 2 to the top of the tank 1. The contact body 14 needs to have a large contact area with the wastewater, and is preferably made of a synthetic resin formed in the form of loofah fibers, such as Hetimaron (trade name). An aeration pipe 15 for flowing sewage is arranged in the area below the r-board 2 in the tank body l. The air diffuser pipe 15 is installed at the bottom of the tank so as to be located on the F side of the contact body 14.

流下管5および−に昇管6の真トの部分には、鋳鉄製の
蓋を有する地上開口筒17が設けられている。地り開口
筒17の11η記蓋は、地上に露出している。地ト開口
筒17は、浄化槽内の汚水および汚泥の循環状態の点検
、分解不可能物の回収、微生物の補給等に使用される。
At the bottom of the downflow pipe 5 and the riser pipe 6, an above-ground opening pipe 17 having a lid made of cast iron is provided. The 11η cover of the ground-opening tube 17 is exposed above the ground. The bottom opening tube 17 is used for checking the circulation state of sewage and sludge in the septic tank, collecting undecomposable materials, replenishing microorganisms, and the like.

浄化装置の作動時、エアリフトポンプ10゜12および
散気管15には、空気が供給される。
When the purifier is in operation, air is supplied to the air lift pump 10°12 and the diffuser pipe 15.

エアリフトポンプ10.12に供給される空気は詠エア
リフトポンプ内を11 ’yi−L/、また、散気管1
5から噴出される気泡は接触体14を経てl−讐一する
The air supplied to the air lift pump 10.
The air bubbles ejected from the contact member 14 pass through the contact member 14 and reach the contact point.

流入1」3から槽体1内へ流入する汚水は、流−ド管5
内を流−ドして槽体1内の格子板2よりF方の槽底領域
に達し、次第に11η記槽底領域に拡散するが、接触体
14のト面には直接供給されることがない。このため、
接触体14Fに汚物が堆積することがない。
The sewage flowing into the tank body 1 from the inflow 1' 3 flows through the flow pipe 5.
It flows through the tank body 1 and reaches the tank bottom area in the F direction from the grid plate 2, and gradually diffuses to the tank bottom area 11η, but it cannot be directly supplied to the top surface of the contact body 14. do not have. For this reason,
Dirt does not accumulate on the contact body 14F.

散気管15から噴出される気泡は、接触体14が配置さ
れた第2の流路を上昇し、接触体に付着している好気性
微生物を活性化させるのみならず、前記槽底領域に拡散
された汚水を曝気し、1π[記汚水に上昇力を与える。
The bubbles ejected from the air diffuser 15 ascend the second flow path in which the contact body 14 is arranged, and not only activate the aerobic microorganisms attached to the contact body, but also diffuse into the bottom area of the tank. The sewage is aerated to give it a rising force of 1π.

こむにより前記汚水は、接触体14に付着している微生
物による有機物分解作用すなわち浄化作用を受けつつ、
接触体14内を上昇する。汚水の増高分は、接触体14
の上部において集水穴9から越流管8内に流入し、導入
管7内を流ドする。
As a result, the wastewater undergoes an organic matter decomposition action, that is, a purification action, by the microorganisms attached to the contact body 14, while
It rises inside the contact body 14. The increased amount of sewage is transferred to the contact body 14
The water flows into the overflow pipe 8 from the water collection hole 9 at the upper part of the pipe, and flows through the introduction pipe 7.

導入管7内を流下した汚水は、導入管7の下部からエア
リフトポンプlOにより上昇され、エアリフトポンプ1
0の空気により曝気されつつ、循環返送管11を経て流
F管5に返送される。流下管5に返送された汚水は、流
入口3に供給される汚水と合流され、再び流下管5内を
流下する。このため、流入口3から汚水が流入しない場
合でも、保化糟内の汚水は、常時流動する。このように
流入口3に流入した71′j水は、流出口4から流出す
るまでの間に槽体1内を複数回循環され、高度に浄化さ
れる。
The sewage that has flowed down in the introduction pipe 7 is raised from the lower part of the introduction pipe 7 by the air lift pump lO,
It is returned to the flow F pipe 5 via the circulation return pipe 11 while being aerated with zero air. The wastewater returned to the downflow pipe 5 is combined with the wastewater supplied to the inflow port 3, and flows down the inside of the downflow pipe 5 again. Therefore, even when sewage does not flow in from the inlet 3, the sewage in the preservation pot always flows. The water 71'j that has flown into the inlet 3 in this manner is circulated within the tank body 1 several times before flowing out from the outlet 4, and is highly purified.

汚水に含まれている、有機物分解の遅い成分は、槽底に
沈殿して汚泥となり、7り水の循環を妨げる。該汚泥は
、流出[−14の側の槽J戊に堆ドiし易いか、上記の
浄化装置では、槽底に堆積した7ri泥は、エアリフト
ポンプ12により上昇管6のト一方から吸にげられ、7
1)泥返送管13を経て流トー管5に環流さ打、該流ド
管5を流ドする(I;水と合lALさ打て、有機物分解
作用を受けつつ再び槽体1内を循環する。このため、流
出[−14から流出する水の浄化度が向トする。
Components contained in wastewater that are slow to decompose organic matter settle at the bottom of the tank and become sludge, which obstructs the circulation of water. Is this sludge easy to deposit in the tank J 戊 on the outflow side [-14]? Gere, 7
1) The mud is returned to the tow pipe 5 via the mud return pipe 13, and is then flowed through the tow pipe 5. Therefore, the degree of purification of the water flowing out from the outflow [-14] is improved.

エアリフトポンプ10.12および散気管15により槽
体1内に供給された空気は、糟在16に形成された穴お
よび槽蓋16Fの上を経て大気に流出する。このため、
槽体1内の臭気は種石16[の上に吸収され、大気に達
しない。
Air supplied into the tank body 1 by the air lift pump 10.12 and the air diffuser 15 flows out into the atmosphere through a hole formed in the tank 16 and above the tank lid 16F. For this reason,
The odor inside the tank body 1 is absorbed onto the seed stone 16 and does not reach the atmosphere.

実験によれば、流入口3から流入する汚水のBOD値が
180〜200ppmである場合、流11目−14から
7Aε出する汚水は、BOD値か20ppm程度に浄化
され、これをトレンヂ方式の浄化設備に接続すると、吸
水材に「1詰まりを生じることがなく、lIj水の浄化
に支障を招くことかない。
According to experiments, when the BOD value of the wastewater flowing in from the inlet 3 is 180 to 200 ppm, the wastewater coming out from stream 11-14 at 7Aε is purified to a BOD value of about 20 ppm, and this is purified by the Trend method. When connected to equipment, the water-absorbing material will not become clogged and will not interfere with water purification.

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

第1図は本発明の浄化装置の 実施例を示す縦断面1′
A、第2図は第1図のA−A線に添って得た断面図、第
3図は第1図のB−B線に添って得た断面図である。 1:浄化槽の槽体、  3:流入口、 4コ流出口、     5:流丁−管、12:エアリフ
トポンプ、13:汚泥返送管、14:接触体、    
15:散気管。 代理人 ブ1理上 松 永 宣 行 第1図 B 第3図
Fig. 1 is a longitudinal section 1' showing an embodiment of the purification device of the present invention.
A, FIG. 2 is a sectional view taken along line AA in FIG. 1, and FIG. 3 is a sectional view taken along line BB in FIG. 1. 1: Tank body of septic tank, 3: Inlet, 4 outlets, 5: Flow pipe, 12: Air lift pump, 13: Sludge return pipe, 14: Contact body,
15: Diffuser pipe. Agent B1 Rigami Nobuyuki Matsunaga Figure 1B Figure 3

Claims (4)

【特許請求の範囲】[Claims] (1)浄化すべき汚水の流入口および流出口を有する浄
化槽の前記流出口の側の底部に存在する汚泥を前記流入
口の近傍に環流させ、その間に前記流入口から前記流出
口へ向けて流動する汚水に前記処理槽の底部から散気す
ると共に前記汚水を接触体に接触させることを特徴とす
る、汚水浄化方法。
(1) In a septic tank having an inlet and an outlet for sewage to be purified, the sludge existing at the bottom on the side of the outlet is circulated near the inlet, and during that time, the sludge is circulated from the inlet to the outlet. A sewage purification method characterized by aerating flowing sewage from the bottom of the treatment tank and bringing the sewage into contact with a contact body.
(2)前記汚泥をエアリフトポンプにより前記流入口の
近傍に環流させる、特許請求の範囲第(1)項に記載の
汚水浄化方法。
(2) The sewage purification method according to claim (1), wherein the sludge is circulated near the inlet by an air lift pump.
(3)浄化すべき汚水の流入口および流出口を有し、前
記汚水が前記流入口から前記流出口に向けて移動する浄
化槽と、該浄化槽の前記汚水の流路に配置された接触体
と、前記浄化槽の前記流出口の側の底部に存在する汚泥
を前記流入口の近傍に強制的に環流させる手段と、前記
浄化槽の底部に配置され、前記汚水に散気する手段とを
備える、汚水浄化装置。
(3) A septic tank having an inlet and an outlet for sewage to be purified, in which the sewage moves from the inlet to the outlet, and a contact body disposed in the sewage flow path of the septic tank. , a means for forcibly circulating sludge existing at the bottom of the outflow port of the septic tank near the inlet; and a means disposed at the bottom of the septic tank for aerating the sewage. Purification device.
(4)前記環流手段は、前記浄化槽内の前記流出口の近
傍に配置され、前記浄化槽の底部から上方へ伸びるエア
リフトポンプと、一端が前記エアリフトポンプに連通さ
れ、他端が前記流入口の近傍に開口する返送管とを備え
る、特許請求の範囲第(3)項に記載の汚水浄化装置。
(4) The circulation means is arranged near the outflow port in the septic tank, and includes an air lift pump extending upward from the bottom of the septic tank, one end communicating with the air lift pump, and the other end near the inflow port. The sewage purification device according to claim 3, further comprising a return pipe that opens to the sewage purifier.
JP24403086A 1986-10-16 1986-10-16 Sewage purification device Expired - Lifetime JPH064160B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24403086A JPH064160B2 (en) 1986-10-16 1986-10-16 Sewage purification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24403086A JPH064160B2 (en) 1986-10-16 1986-10-16 Sewage purification device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP61218160A Division JPS6328493A (en) 1986-09-18 1986-09-18 Circulating contact aeration tank

Publications (2)

Publication Number Publication Date
JPS62163794A true JPS62163794A (en) 1987-07-20
JPH064160B2 JPH064160B2 (en) 1994-01-19

Family

ID=17112664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24403086A Expired - Lifetime JPH064160B2 (en) 1986-10-16 1986-10-16 Sewage purification device

Country Status (1)

Country Link
JP (1) JPH064160B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5043987U (en) * 1973-08-17 1975-05-02
JPS51113361A (en) * 1975-03-31 1976-10-06 Hitachi Metals Ltd Foul water cleaning apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5043987U (en) * 1973-08-17 1975-05-02
JPS51113361A (en) * 1975-03-31 1976-10-06 Hitachi Metals Ltd Foul water cleaning apparatus

Also Published As

Publication number Publication date
JPH064160B2 (en) 1994-01-19

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