JP3101936B2 - Combined treatment septic tank system using single treatment septic tank - Google Patents

Combined treatment septic tank system using single treatment septic tank

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Publication number
JP3101936B2
JP3101936B2 JP07297907A JP29790795A JP3101936B2 JP 3101936 B2 JP3101936 B2 JP 3101936B2 JP 07297907 A JP07297907 A JP 07297907A JP 29790795 A JP29790795 A JP 29790795A JP 3101936 B2 JP3101936 B2 JP 3101936B2
Authority
JP
Japan
Prior art keywords
tank
septic tank
treatment septic
small
combined treatment
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 - Fee Related
Application number
JP07297907A
Other languages
Japanese (ja)
Other versions
JPH09105167A (en
Inventor
茂 根本
Original Assignee
茂 根本
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Filing date
Publication date
Application filed by 茂 根本 filed Critical 茂 根本
Priority to JP07297907A priority Critical patent/JP3101936B2/en
Publication of JPH09105167A publication Critical patent/JPH09105167A/en
Application granted granted Critical
Publication of JP3101936B2 publication Critical patent/JP3101936B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • Y02A20/208Off-grid powered water treatment

Landscapes

  • Treatment Of Biological Wastes In General (AREA)

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、既設の単独処理浄
化槽を利用した合併処理浄化槽システムに関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a combined treatment septic tank system using an existing single treatment septic tank.

【0002】[0002]

【従来の技術】浄化槽は一般にし尿のみを処理する「単
独処理浄化槽」と、し尿と生活排水を併せて処理する
「合併処理浄化槽」に分けられている。
2. Description of the Related Art Septic tanks are generally classified into a "single treatment septic tank" for treating only urine and a "combined treatment septic tank" for treating both human waste and domestic wastewater.

【0003】建設省では先に単独処理浄化槽の構造基準
を定め、次いで技術開発により優れた性能をもつ小型合
併処理浄化槽の構造基準を定め、近年小型合併処理浄化
槽の普及に努めると共に、今世紀中に既設単独処理浄化
槽を小型合併処理浄化槽へ切替えることについて検討し
ている。
[0003] The Ministry of Construction first established the structural standards for single-stage septic tanks, and then established the structural standards for small-sized merged septic tanks with superior performance through technological development. We are considering switching from an existing single treatment septic tank to a small combined treatment septic tank.

【0004】小型単独処理浄化槽には、腐敗式、全ばつ
気式、分離ばつ気式、分離接触ばつ気式の4種類があ
り、図1は分離接触ばつ気式の浄化槽例を示すものであ
る。
[0004] There are four types of small single treatment septic tanks: putrefaction type, all air type, separated air type, and separated contact air type. Fig. 1 shows an example of the separated contact air type septic tank. .

【0005】図1に示す分離接触ばっ気式の単独処理浄
化槽は内部は2槽に分れ、左側の槽には沈澱分離室1
が、また右側の槽には接蝕ばっ気室2と沈澱室3が配置
されている。分離ばっ気式のものも内部が2槽に分れた
ものであるが、腐敗式及び全ばっ気式のものは単槽であ
る。
[0005] The separation contact aeration type single treatment septic tank shown in FIG. 1 is internally divided into two tanks, and the left tank has a sedimentation separation chamber 1.
However, the tank on the right side is provided with an aeration chamber 2 and a sedimentation chamber 3. Separated and aerated types are also divided into two tanks, while rotting and fully aerated types are single tanks.

【0006】小型合併処理浄化槽には、図2に例示する
ような嫌気ろ床接触ばっ気式のものと、図3に例示した
ような分離接触ばつ気式のものとがある。
[0006] The small-sized combined treatment septic tanks are classified into an anaerobic bed contact aeration type as illustrated in FIG. 2 and a separation contact aeration type as illustrated in FIG. 3.

【0007】図2に例示した嫌気ろ床接触ばつ気式の小
型合併処理浄化槽では、流入した汚水は、まず2段に設
けた嫌気ろ床槽4,5で夾雑物や浮遊物のかなりの部分
が除去された後、接触ばっ気槽6に流入し、接触材7上
の生物膜の作用によって好気性生物処理を受け、溶触性
のBODや嫌気ろ床槽4,5で除去されなかった浮遊物
に由来するBODが除去される。そして、さらに、沈澱
槽8において、剥離した生物膜等に由来する浮遊汚泥を
沈澱分離し、上流水は消毒装置9によって塩素消毒後放
流される。
[0007] In the small-sized combined treatment / purification tank of the anaerobic filter contact aeration type illustrated in FIG. 2, the inflowed sewage is first separated into a considerable portion of impurities and suspended matter in the anaerobic filter tanks 4 and 5 provided in two stages. Is removed, flows into the contact aeration tank 6, undergoes aerobic biological treatment by the action of the biofilm on the contact material 7, and is not removed by the contact BOD or the anaerobic filter tanks 4, 5. The BOD from the material is removed. Further, in the sedimentation tank 8, suspended sludge derived from the detached biofilm and the like is settled and separated, and the upstream water is discharged by the disinfection device 9 after chlorine disinfection.

【0008】一方、沈澱槽8において沈澱分離された汚
泥は、沈澱槽8が底部で連通口(スロット)によって、
接触ばっ気槽6と連通しているスロット型沈澱槽である
ので、重力によって接触ばっ気槽6へ、さらに汚泥移送
管10によって嫌気ろ床槽4へ移送され、清掃までの期
間貯留される。
On the other hand, the sludge separated and settled in the settling tank 8 is separated from the settling tank 8 by a communication port (slot) at the bottom.
Since it is a slot type sedimentation tank communicating with the contact aeration tank 6, it is transferred to the contact aeration tank 6 by gravity and further to the anaerobic bed tank 4 by the sludge transfer pipe 10 and stored for a period until cleaning.

【0009】図3に例示した分離接蝕ばっ気式の小型合
併処理浄化槽は、沈澱分離槽11,12、接蝕ばっ気糟
13、沈澱槽14及び消毒装置15から構成され、図2
に例示した嫌気ろ床接触ばっ気式の嫌気ろ床槽4,5を
沈澱分離槽11,12に置き換えた形である。すなわ
ち、浄化槽内の汚水や汚泥の流れは、嫌気ろ床接触ばっ
気方式の小型合併処理浄化槽における嫌気ろ床槽4,5
を沈澱分離槽11,12に読み替えたものと同じであ
る。
The separation / contact and aeration type small-sized combined treatment / purification tank exemplified in FIG. 3 is composed of sedimentation separation tanks 11 and 12, a contact and aeration tank 13, a precipitation tank 14 and a disinfection device 15, and FIG.
The anaerobic bed tanks 4 and 5 of the anaerobic filter contact aeration type exemplified in (1) are replaced with sedimentation separation tanks 11 and 12. That is, the flow of sewage and sludge in the septic tank is anaerobic filter bed tanks 4 and 5 in the small-scale combined treatment septic tank of the anaerobic filter contact aeration system.
Is replaced with the sedimentation separation tanks 11 and 12.

【0010】[0010]

【発明が解決しようとする課題】現在、最初に施設され
た前記単独処理浄化槽が我が国に約800万基あると云
われている。これを小型合併処理浄化槽に切替えようと
すると、新設の場合は土地の問題が、また交換する場合
は、既にある単独処理浄化槽の撤去費用をどうするかの
問題がある。
At present, it is said that there are about 8 million single treatment septic tanks installed in Japan in Japan. If this is to be switched to a small-scale combined treatment septic tank, there is a problem of land in the case of new construction, and a problem of how to remove the existing single treatment septic tank when replacing it.

【0011】そこで本発明は、既設の単独処理浄化槽を
撤去又は廃棄することなく、これを有効利用した新しい
合併処理浄化槽システムを提案しようとするものであ
る。
Accordingly, the present invention is to propose a new combined treatment septic tank system that effectively utilizes an existing single treatment septic tank without removing or discarding it.

【0012】[0012]

【課題を解決するための手段】本発明は、上記の課題を
解決するためになされたもので、建設省制定の構造基準
に基づいて作られた小型合併処理浄化槽を地上に設け、
且つ前記小型合併処理浄化槽の各槽の下部に沈澱汚泥の
監視窓を設けると共に、各槽の底を開閉弁を介して既設
の単独処理浄化槽へ前記沈澱汚泥を排出するように構成
し、且つ前記既設の単独処理浄化槽に流入した汚水をポ
ンプで分水枡を介して前記小型合併処理浄化槽へ送り、
前記分水枡の溢流汚水は前記単独処理浄化槽へ還元する
と共に、前記小型合併処理浄化槽の放流水は単独処理浄
化槽の放流水路または新設の放流水路へ排出させるよう
に構成したことを特徴とする単独処理浄化槽利用の合併
処理浄化槽システムである。
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and has a small-sized combined treatment septic tank made on the ground based on the structural standards established by the Ministry of Construction.
And a monitoring window for the settling sludge is provided at a lower portion of each tank of the small-sized combined treatment septic tank, and the bottom of each tank is configured to discharge the settled sludge to an existing single treatment septic tank via an on-off valve, and The sewage that has flowed into the existing single treatment septic tank is sent to the small combined treatment septic tank through a water basin with a pump,
The overflow sewage of the water dividing basin is returned to the single treatment septic tank, and the discharged water of the small combined treatment septic tank is discharged to the discharge water channel of the single treatment septic tank or a newly installed discharge water channel. It is a combined treatment septic tank system using a single treatment septic tank.

【0013】[0013]

【作用】本発明の第1の特徴は、既設の単独処理浄化槽
を小型合併処理浄化槽の前段に配置して浴槽の排水時の
ように大量の汚水が突入して来る場合の流入調整槽に有
効利用した点である。
The first feature of the present invention is that the existing single treatment septic tank is arranged in front of the small combined treatment septic tank and is effective for an inflow regulating tank when a large amount of sewage enters such as when draining a bathtub. It is a point used.

【0014】第2は建設省制定の構造基準に基づいて作
られた小型合併処理浄化槽を地上に設置し、単独処理浄
化槽から小型合併処理浄化槽への汚水の移送は、ポンプ
で行うと共に、分水枡を介して行うようにして、小型合
併処理浄化槽における処理機能が流入汚水によって阻害
されないようにした点である。
Secondly, a small-scale combined treatment / purification tank made based on the structural standards established by the Ministry of Construction is installed on the ground. The point is that the treatment is performed via a basin so that the treatment function in the small-sized combined treatment / purification tank is not hindered by the inflowing sewage.

【0015】第3は小型合併処理浄化槽における各槽の
沈澱汚泥の沈澱状況を監視するため下部に監視窓を設け
て、小型合併処理浄化槽の清掃時機の判断を行い易くし
た点である。
The third point is that a monitoring window is provided at a lower portion for monitoring the settling state of the settling sludge in each tank in the small-sized combined treatment / purification tank so that it is easy to judge when to clean the small-sized combined treatment / purification tank.

【0016】更に第4は、小型合併処理浄化槽の各槽に
沈澱汚泥の排出手段を設けると共に、それを単独処理浄
化槽に落し、その単独処理浄化槽からバキュームカーで
汲み取るようにして、沈澱汚泥取り出しの作業性が向上
するように工夫したシステムである。
Fourthly, a means for discharging settled sludge is provided in each tank of the small-sized combined treatment / purification tank, and it is dropped into the single treatment / treatment tank and pumped from the single treatment / treatment tank by a vacuum car. It is a system devised to improve workability.

【0017】[0017]

【発明の実施の形態】図4は本発明の実施の一例を示す
もので、この場合、既設の単独処理浄化槽16は2槽タ
イプの分離接触ばっ気式の単独処理浄化槽であり、架台
17上に設けた小型合併処理浄化槽18は、分離接触ば
っ気式の小型合併処理浄化槽である。
FIG. 4 shows an embodiment of the present invention. In this case, the existing single treatment septic tank 16 is a two-tank type separate contact aeration type single treatment septic tank, Is a small-sized combined treatment / purification tank of a separation contact aeration type.

【0018】既設の単独処理浄化槽16は、右側の槽内
に設けてあった装置、即ち、接勉材7や消毒装置9など
不要のものは除去し、沈澱分離室1と小型合併処理浄化
槽18の汚水流入口18aをポンプ19、揚水管20及
び分水枡(分水計量槽)21を介して連繋し、分水枡2
1に接続された溢流管22は単独処理浄化槽16の沈澱
分離室1内に入れる。
The existing single treatment septic tank 16 removes unnecessary devices such as the contact material 7 and the disinfection device 9 provided in the tank on the right side, and removes the sedimentation separation chamber 1 and the small combined treatment septic tank 18. Sewage inlet 18a is connected via a pump 19, a water pump 20 and a water distribution basin (water distribution measuring tank) 21 to form a water distribution basin 2
The overflow pipe 22 connected to 1 is put into the sedimentation separation chamber 1 of the single treatment / purification tank 16.

【0019】小型合併処理浄化槽18の各槽の底部には
それぞれ開閉弁V1,V2,V3を途中に設けた沈澱汚
泥の排出管23,24,25を設けて、単独処理浄化槽
16の接触ばっ気室2と沈澱室3があった槽を汚泥貯留
槽としてこれに落すようにすると共に、排出管23、2
4、25の一部に透明管23a,24a,25aを使っ
て沈澱汚泥の監視部(窓)としている。
At the bottom of each tank of the small-sized combined treatment / purification tank 18, discharge pipes 23, 24 and 25 for the settling sludge provided with opening / closing valves V1, V2 and V3, respectively, are provided. The tank in which the chamber 2 and the settling chamber 3 were located is dropped as a sludge storage tank, and the discharge pipes 23, 2
A transparent sludge 23a, 24a, 25a is used for a part of the tubes 4 and 25 to form a settling sludge monitoring unit (window).

【0020】そして小型合併処理浄化槽18の流出口1
8bは単独処理浄化槽16が使っていた放流水路26に
流すようになっている。
The outlet 1 of the small-sized combined treatment septic tank 18
8b flows into the discharge water channel 26 used by the single treatment septic tank 16.

【0021】以上のように構成されるので、浴槽の汚水
を落した時など、勢いよく汚水が放出されても、その汚
水は一旦単独処理浄化槽16の元の沈澱分離室1に流入
し、直接には小型合併処理浄化槽18には流入しないの
で、これが流入調整槽の役目、即ちバッファの役目を
し、また分水枡21を介して汚水を小型合併処理浄化槽
18へ流入させるように構成されているので、沈澱分離
槽11における仂きを水勢によって阻害することがな
い。
With the above construction, even if the sewage is released vigorously, such as when the sewage in the bathtub is dropped, the sewage once flows into the original sedimentation separation chamber 1 of the single treatment / purification tank 16 and is directly discharged. Does not flow into the small-sized combined treatment / purification tank 18, so that it serves as an inflow adjustment tank, that is, a buffer, and is configured to flow sewage into the small-sized combined treatment / purification tank 18 via the water dividing basin 21. Therefore, the action in the precipitation separation tank 11 is not hindered by the water force.

【0022】また、小型合併処理浄化槽18の各槽の底
部に沈澱する汚泥は、監視部(窓)である透明管23
a,24a,25aで沈澱状況を監視することが出来る
ので、的確な清掃管理を行うことが出来る。なお、実施
例では排出管の一部に透明管23a,24a,25aを
使ってそれを監視部としたが、小型合併処理浄化槽18
の各槽11,12,13,14の下部側面に透明窓を設
けて、それを監視部としてもよい。
Further, the sludge settling at the bottom of each tank of the small-sized combined treatment / purification tank 18 is transmitted to a transparent pipe 23 serving as a monitoring unit (window).
Since the precipitation status can be monitored at a, 24a and 25a, accurate cleaning management can be performed. In the embodiment, transparent pipes 23a, 24a, and 25a are used as the monitoring unit using a part of the discharge pipe.
A transparent window may be provided on the lower side surface of each of the tanks 11, 12, 13, and 14 to serve as a monitoring unit.

【0023】沈澱汚泥は一旦単独処理浄化槽16に落し
てからバキュームホース27を介してバキュームカーで
排出する作業となるため、沈澱汚泥除去が短時間で終ら
すことができ、従って小型合併処理浄化槽を地中に埋設
する場合より作業性において遙かに優れている。
Since the settling sludge is once dropped into the single treatment septic tank 16 and then discharged by a vacuum car through the vacuum hose 27, the removal of the settled sludge can be completed in a short time. Workability is much better than burying underground.

【0024】[0024]

【他の実施態様】上記実施例は、単独処理浄化槽が2槽
式のものであったが、1槽式のものでもよい。2槽式の
方が好ましいが、1槽式の場合、排出した沈澱汚泥の濃
度が薄められることがあっても、通常、年に1,2度の
清掃除去であるので、埋設した小型合併処理浄化槽を清
掃する場合よりも優れたシステムである。
Other Embodiments In the above embodiment, the single treatment septic tank was of a two-tank type, but may be of a single-tank type. The two-tank type is preferred, but in the case of the one-tank type, even if the concentration of the discharged sludge may be reduced, it is usually cleaned and removed once or twice a year. This is a better system than cleaning a septic tank.

【0025】また、上記の実施例では、小型合併処理浄
化槽として分離接触ばっ気式のものを用いた場合につい
て説明したが、嫌気ろ床接触ばっ気式のものを使用して
もよいことは勿論である。しかし、コスト及び内部の清
掃のことを考慮すれば、分離接触ばっ気式のものの方が
好ましい。
Further, in the above embodiment, the case where the separation and aeration type was used as the small-sized combined treatment septic tank was described, but it is needless to say that the anaerobic bed contact and aeration type may be used. It is. However, in consideration of cost and internal cleaning, the separated contact aeration type is preferable.

【0026】寒冷地において本システムを実施する場合
は、地上の設備を断熱材、例えば発泡樹脂材等で包覆す
ることは勿論である。
When the present system is implemented in a cold region, it is a matter of course that facilities on the ground are covered with a heat insulating material such as a foamed resin material.

【0027】[0027]

【発明の効果】本発明にかゝる合併処理浄化槽システム
によれば、既設の単独処理浄化槽を掘り出す必要なく、
しかもそれを流入調整槽として有効に利用して短時間に
大量突入する汚水によって小型合併処理浄化槽の機能を
劣化させることがない。
According to the merged treatment septic tank system of the present invention, there is no need to excavate the existing single treatment septic tank.
In addition, the function of the small-sized combined treatment / purification tank is not degraded by the wastewater which is effectively used as the inflow control tank and enters a large amount in a short time.

【0028】そして、前述のように単独処理浄化槽の掘
り出しを必要としないばかりか、建設省制定の構造基準
に基づいて作られた小型合併処理浄化槽の埋設工事を必
要とせず、地上設置であるから、工事費がかゝらず、小
型合併処理浄化槽への切替促進に有効なシステムであ
る。
As described above, not only does it not require excavation of a single treatment septic tank, but also does not require burial of a small combined treatment septic tank made based on the structural standards established by the Ministry of Construction, and it is installed on the ground. It is an effective system that does not require construction costs and promotes switching to a small-scale merger treatment septic tank.

【0029】更に、沈澱汚泥の状況を監視部で監視する
方式であるため、清掃時機を的確に知ることが出来る利
点がある。
Furthermore, since the monitoring system monitors the status of the settled sludge, there is an advantage that the cleaning timing can be accurately known.

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

【図1】公知の分離接蝕ばっ気式の単独処理浄化槽の断
面図である。
FIG. 1 is a cross-sectional view of a known separation and contact aeration type single treatment septic tank.

【図2】公知の嫌気ろ床接触ばっ気式の小型合併処理浄
化槽の断面図である。
FIG. 2 is a cross-sectional view of a small-sized combined treatment septic tank of a known anaerobic filter contact aeration type.

【図3】公知の分離接勉ばっ気式の小型合併処理浄化槽
の断面図である。
FIG. 3 is a cross-sectional view of a well-known separation / attachment-type aeration type small-sized combined treatment septic tank.

【図4】本発明の一実施例の側面図である。FIG. 4 is a side view of one embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 沈澱分離室 2 接触ばっ気室 3 沈澱室 4,5 嫌気ろ床槽 6,13 接触ばっ気槽 7 接触材 8,14 沈澱槽 9,15 消毒装置 10 汚泥移送管 11、12 沈澱分離槽 16 単独処理浄化槽 17 架台 18 小型合併処理浄化槽 19 ボンプ 20 揚水管 21 分水枡 22 溢流管 23〜25 排出管 26 放流水路 27 バキュームホース DESCRIPTION OF SYMBOLS 1 Precipitation separation chamber 2 Contact aeration chamber 3 Precipitation chamber 4,5 Anaerobic filter bed tank 6,13 Contact aeration tank 7 Contact material 8,14 Precipitation tank 9,15 Disinfection device 10 Sludge transfer pipe 11,12 Precipitation separation tank 16 Separate treatment septic tank 17 gantry 18 Small combined treatment septic tank 19 Pump 20 Pumping pipe 21 Water distribution basin 22 Overflow pipe 23-25 Discharge pipe 26 Discharge water channel 27 Vacuum hose

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建設省制定の構造基準に基づいて作られ
た小型合併処理浄化槽を地上に設け、且つ前記小型合併
処理浄化槽の各槽の下部に沈澱汚泥の監視窓を設けると
共に、各槽の底を開閉弁を介して既設の単独処理浄化槽
へ前記沈澱汚泥を排出するように構成し、且つ前記既設
の単独処理浄化槽に流入した汚水をポンプで分水枡を介
して前記小型合併処理浄化槽へ送り、前記分水枡の溢流
汚水は前記単独処理浄化槽へ還元すると共に、前記小型
合併処理浄化槽の放流は単独処理浄化槽の放流水路又は
新設の放流水路へ排出させるように構成したことを特徴
とする単独処理浄化槽利用の合併処理浄化槽システム。
1. A small-sized combined treatment / purification tank made in accordance with the structural standards established by the Ministry of Construction is provided on the ground, and a monitoring window for settling sludge is provided below each tank of the small-sized combined treatment / purification tank. The bottom is configured to discharge the settled sludge to the existing single treatment septic tank via an on-off valve, and the wastewater flowing into the existing single treatment septic tank is pumped to the small combined treatment septic tank via a water separation basin. Sending, the overflow sewage of the diversion basin is returned to the single treatment septic tank, and the discharge of the small combined treatment septic tank is configured to be discharged to the discharge water channel of the single treatment septic tank or the newly installed discharge water channel. A combined treatment septic tank system that uses a single treatment septic tank.
JP07297907A 1995-10-11 1995-10-11 Combined treatment septic tank system using single treatment septic tank Expired - Fee Related JP3101936B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07297907A JP3101936B2 (en) 1995-10-11 1995-10-11 Combined treatment septic tank system using single treatment septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07297907A JP3101936B2 (en) 1995-10-11 1995-10-11 Combined treatment septic tank system using single treatment septic tank

Publications (2)

Publication Number Publication Date
JPH09105167A JPH09105167A (en) 1997-04-22
JP3101936B2 true JP3101936B2 (en) 2000-10-23

Family

ID=17852646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07297907A Expired - Fee Related JP3101936B2 (en) 1995-10-11 1995-10-11 Combined treatment septic tank system using single treatment septic tank

Country Status (1)

Country Link
JP (1) JP3101936B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5000594B2 (en) * 2008-07-07 2012-08-15 株式会社ハウステック Merger processing septic tank

Also Published As

Publication number Publication date
JPH09105167A (en) 1997-04-22

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