JP4242025B2 - Air diffuser for cleaning filter layer, aerobic filter bed tank and septic tank - Google Patents
Air diffuser for cleaning filter layer, aerobic filter bed tank and septic tank Download PDFInfo
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- JP4242025B2 JP4242025B2 JP32529599A JP32529599A JP4242025B2 JP 4242025 B2 JP4242025 B2 JP 4242025B2 JP 32529599 A JP32529599 A JP 32529599A JP 32529599 A JP32529599 A JP 32529599A JP 4242025 B2 JP4242025 B2 JP 4242025B2
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Description
【0001】
【発明の属する技術分野】
本発明は、濾過層洗浄用散気管、好気濾床槽及び汚水浄化槽に関し、更に詳しくは、屎尿や雑排水等の汚水処理に好適に用いられる好気濾床槽、及びその好気濾床槽の濾過層(又は、下濾床)洗浄用として好適な散気管、並びにこれらを備える汚水浄化槽に関するものである。
【0002】
【従来の技術】
一般によく知られた汚水浄化槽は、通常、仕切壁で仕切られた嫌気処理槽(第一室及び第二室)、好気処理槽(好気濾床槽)、沈殿槽(又は処理水槽)及び消毒槽等からなる。流入口から供給された汚水は、嫌気処理槽第一室から下流へ順次移流され、最後に消毒槽で消毒されて、流出口から外部へ放流される。
【0003】
汚水浄化槽における好気濾床槽の構造は、従来、いくつか知られているが、出願人は先に、図5(A)に示すように、多孔性板材(図示せず)を間に挟んで好気濾床槽を、上濾床(生物反応層、又はRゾーン)と下濾床(濾過層、又はFゾーン)の二床に分け、各濾床に粒状担体を充填し、それらの濾床の下に散気管4a,4bを設置するとともに、好気濾床槽Cの下部に移送ポンプ(エアリフトポンプ)5の液吸込口となる洗浄排水引抜口5aを設置する構造を提案した(特開平9−248584号公報)。この汚水浄化槽における好気濾床槽Cの洗浄時には、2つの濾床の下の散気管4a,4bから曝気した後に、移送ポンプ(エアリフトポンプ)5を介して好気濾床槽下部の洗浄排水引抜口5aから洗浄排水を引き抜き、嫌気処理槽(第一室)の上部へ移送させると共に、その移送に伴って押し出された嫌気処理槽(第二室)からの移流水を好気濾床槽Cの上濾床へ導入している。
【0004】
そして、その洗浄の際には曝気によって下濾床を均一に流動させるとともに、下濾床に捕捉されていた浮遊性懸濁物(生物膜剥離汚泥ともいう。以下、SSと略す。)を剥離させ、SS含みの洗浄排水として洗浄排水引抜口5aから嫌気処理槽(第一室)へと返送している。このとき、引抜かれる洗浄排水の量は、好気濾床槽C底面の面積とその底面を通過する洗浄排水の速度によって決まるものである。
【0005】
ここで使用される散気管としては、多くの場合、上濾床用も下濾床用もいずれも、図5(B)に示すように、管下部又は管底部に管の長さ方向に等間隔に小穴が開けられたリング状の散気管である。
【0006】
【発明が解決しようとする課題】
しかし、この好気濾床槽では、洗浄排水引抜口5aの面積は濾床の底面の面積に比べて小さい(大きくすることはできない)ので、洗浄排水引抜口5aから遠いSSは洗浄排水と一緒に排出される前に好気濾床槽の底に沈降しやすい。沈降したSSは、その場所に滞留して嫌気化し、好気濾床槽の性能を低下させる原因の一つとなる。
本発明はこのような問題を解消しようとするものであり、洗浄排水引抜口5aから遠いSSも床面付近にSSを滞留させることなく、洗浄排水と一緒に排出でき、安定した性能を維持できる好気濾床槽又は汚水浄化槽を提供することを目的とする。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明では次の構成をとった。すなわち、本発明は、上流から生物反応層1と濾過層2の順に配置された生物担体を充填した2つの濾床を有する好気濾床槽Cの、前記濾過層2の下部又は下方に、水平方向に設置される好気濾床槽の底面の形状に適合する散気管であって、その散気管には管下部において管長さ方向に所定の間隔で多数の穴が形成され、前記穴の間隔は、濾過層の下方に設けられ好気濾床槽の洗浄排水を引き抜く移送ポンプの液吸込口となる洗浄排水引抜口5aに近いほど狭く、前記洗浄排水引抜口5aから遠いほど広く形成されていることを特徴とする、濾過層洗浄用散気管(4pや4q)である。
本発明において、前記好気濾床槽の底面の形状に適合する散気管がリング状またはU字状に形成されていても良い。
【0008】
本発明は、また、生物反応層1と濾過層2の2つの濾床を有し、濾過層2の下には上記の濾過層洗浄用散気管が配置されていることを特徴とする、好気濾床槽にも関する。
【0009】
本発明は、更に、上記の好気濾床槽を組み込んだ汚水浄化槽、すなわち、上流側から順に、嫌気処理槽、上記の好気濾床槽、処理水槽及び消毒槽を備える汚水浄化槽にも関する。
【0010】
なお、本発明における好気濾床槽Cは、通常、生物反応層1を上濾床とし濾過層2を下濾床として縦に配置する(すなわち、二重床を形成する。)が、その変形として、生物反応層1を前濾床とし濾過層2を後濾床として横に並べて配置することも可能である。
【0011】
また、好気濾床槽Cに設ける洗浄排水引抜口5aの部位は、濾過層2の下方(又は好気濾床槽Cの下部)が好ましく、その洗浄排水引抜口は移送ポンプ(通常は、エアリフトポンプ)5の液吸込口とすることが好ましい。
【0012】
【作用】
本発明の濾過層洗浄用散気管には、管下部において管長さ方向に、洗浄排水引抜口5aに近いほど狭く、洗浄排水引抜口5aから遠いほど広い間隔で小穴があけられている。その小穴から空気を吐出させると、洗浄排水引抜口5a側の仕切壁3aに沿って上昇する気泡は、反対面の仕切壁3bに沿って上昇する気泡よりもその数が多く上昇力が強い。その結果、仕切壁3aの側が他の部分よりも負圧となり他の部分を引き寄せ、好気濾床槽内に旋回流が生じる。この旋回流は、好気濾床槽底面付近で洗浄排水引抜口5a側に向かう流れを引き起こす。そのため、この流れに乗って好気濾床槽底面付近のSSも、洗浄排水とともに洗浄排水引抜口5aから引き抜かれる(濾過層洗浄中に起こる液流の図2も参照)。
【0013】
【発明の実施の形態】
以下、発明の実施の形態を図面により更に具体的に説明する。
図1は、本発明に係る一例の好気濾床槽で、(A)は側面から見た構成略図である。好気濾床槽Cには生物担体(生物の棲み家となる。接触材、濾材とも呼ばれる。)を充填し濾床を形成させる。形成させる濾床は、上濾床(生物反応層)1と下濾床(濾過層)2とに分けられ、上濾床1と下濾床2との間に通水性の多孔性板材(生物担体を通さないが水や空気を自由に通すもの)を挟んで区画する。また、上濾床1の上側にも下濾床2の下側にも、それぞれ通水性の多孔性板材を配置し、生物担体が流出しないように保持している。
【0014】
上濾床1の下に散気管4aを設け、下濾床2の下には本発明の濾過層洗浄用散気管を設ける。また、好気濾床槽Cの下部にはエアリフトポンプ5の液吸込口となる洗浄排水引抜口5aが設けられている。
【0015】
好気濾床槽Cにおける水処理は、上濾床(生物反応層)1においては、被処理水は、散気管4aから曝気・導入される空気(溶存酸素)の存在下に、生物担体中に生息する好気性微生物によって好気処理される。すなわち、ここでは主として、生物化学的酸素要求量(BOD)の酸化・分解と、アンモニアの硝化が進行する。
【0016】
また、下濾床2においては、通常の運転(洗浄時以外の運転)では濾過層洗浄用散気管4pからは曝気しない。上濾床1からの流下液の持ち越み酸素(溶存酸素)を消費しつつ引き続き(半)好気処理すると共に、静止状態の生物担体を利用してSSを効率よく捕捉(濾過)する機能がある。それゆえ、下濾床2は、捕捉されたSSによって徐々に詰まってくる。この詰まりを解除するため、好気濾床槽C(特に、下濾床2)を定期的に(通常は、1日に1回で、1〜30分間程度、夜間)洗浄する。この洗浄の際は、下濾床2の下に設けてある濾過層洗浄用散気管4pから曝気し、生物担体からSSを遊離させる。前記曝気と同時に、又はその曝気の後に、SSを含んだ洗浄排水を洗浄排水引抜口5aから引き抜く。この引き抜きには、エアリフトポンプ5が好ましく用いられる。
【0017】
また、洗浄中の上濾床1の散気管4aからの曝気は、洗浄中の間、引き続き稼働させてもよく、あるいはこの間を一時停止させてもよい。
洗浄は、タイマー等の使用によって自動的に行うことができる。時刻、時間及び頻度は、任意に設定できることが好ましい。
【0018】
図1(B)に、好気濾床槽の底面から見上げた本発明の濾過層洗浄用散気管4pの略図を示す。濾過層洗浄用散気管4pは、図示するように、好気濾床槽の底面の形状に適合するリング状で、管の太さは13mm〜25mm程度であり、管下部で管長さ方向に多数の小穴があけられていて、その穴の間隔は一定間隔ではなく、好気濾床槽Cに設けられた洗浄排水引抜口5aに近いほど狭く、洗浄排水引抜口5aから遠いほど広く形成されている。洗浄排水引抜口5aに最も近いところ(L1)で10mm〜90mm間隔、洗浄排水引抜口5aから最も遠いところ(L2)で100mm〜200mm間隔であり、L2/L1は1.1〜20、小穴の大きさ(径)は1mm〜5mm程度が好ましい。これらの範囲は、好気濾床槽(又は汚水浄化槽)の規模・大きさによっても変動しうる。
また、洗浄排水引抜口5aの口径や洗浄排水の引抜き速度(洗浄速度)も好気濾床槽(又は汚水浄化槽)の規模・大きさによっても変動する。予備実験等により、適宜、決定すればよい。一実施例では、洗浄排水引抜口5aの口径を75mm、このときの洗浄排水の引き抜き速度(洗浄速度)を4.0m/hとした。
なお、上記好気濾床槽でその濾過層を洗浄した際に槽内で起こる典型的な液流(矢印)を図2に示した。
【0019】
図3は、平面視形状が(リング状とは異なる)U字状の濾過層洗浄用散気管4qを用いた好気濾床槽の例である。このような濾過層洗浄用散気管4qを用いる場合も、リング状の濾過層洗浄用散気管4pを用いた場合と同様な作用・効果がある。
【0020】
図4は、本発明の濾過層洗浄用散気管又は好気濾床槽を利用した汚水浄化槽の構成略図である。
この汚水浄化槽は、上流側から、嫌気濾床槽第一室A、嫌気濾床槽第二室B、好気濾床槽C(上濾床1及び下濾床2を有する)、処理水槽D、消毒槽Eの各槽に分画されている。
嫌気濾床槽第一室A及び嫌気濾床槽第二室Bには、網様円筒状濾材等の生物担体を充填することができ、好気濾床槽Cの上濾床1及び下濾床2には、スポンジ担体等の生物担体を充填することができる。
処理水槽Dには、好気濾床槽Cの下濾床2を洗浄する際に必要なエアリフトポンプ5が設けられ、エアリフトポンプの液吸込口は好気濾床槽C下部に設けられている。ここから引き抜かれた洗浄排水は、嫌気濾床槽第一室Aへ返送される構造である。
【0021】
汚水浄化槽の通常運転時(洗浄時以外)には、上濾床1の下方の散気管4aに空気を供給し、下濾床2の下方の濾過層洗浄用散気管及びエアリフトポンプ5には空気を供給しない。洗浄時には、下濾床2下方の濾過層洗浄用散気管、及びエアリフトポンプ5に空気を供給すると、濾床内に旋回流が生じ、この旋回流は好気濾床槽底面付近で洗浄排水引抜口5a側に向かう流れを引き起こす。この流れに乗って好気濾床槽底面付近のSSは底に留まることなく洗浄排水とともに洗浄排水引抜口5aから引き抜かれる。
【0022】
【発明の効果】
本発明の濾過層洗浄用散気管又は好気濾床槽によれば、洗浄排水引抜口から遠いSSも好気濾床槽の底面に沈降、滞留することなく、洗浄排水と一緒に排出でき、良好な好気濾床槽の性能を確保できる。
【図面の簡単な説明】
【図1】本発明に係る好気濾床槽で、(A)は側面から見た構成略図、(B)は底面から濾過層洗浄用散気管を見上げた略図。
【図2】本発明に係る好気濾床槽で、その濾過層の洗浄中に起こる液流を示す図。液流を矢印で示した。
【図3】本発明に係る他の例の好気濾床槽で、底面から濾過層洗浄用散気管を見上げた略図。
【図4】本発明に係る汚水浄化槽の(側面から見た)構成略図。
【図5】従来例の好気濾床槽で、(A)は側面から見た構成略図、(B)は底面から散気管を見上げた略図。
【符号の説明】
1:上濾床(生物反応層) 2:下濾床(濾過層)
3a,3b: 仕切壁
4a:散気管 4b:(濾過層洗浄用)散気管
4p:濾過層洗浄用散気管 4q:濾過層洗浄用散気管
5:エアリフトポンプ
5a:洗浄排水引抜口(エアリフトポンプ吸込口)
5b:エアリフトポンプ揚水管
7:移流口
A:嫌気濾床槽第一室
B:嫌気濾床槽第二室
C:好気濾床槽
D:処理水槽
E:消毒槽[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a filter layer cleaning air diffuser, an aerobic filter bed tank, and a sewage purification tank, and more specifically, an aerobic filter bed tank suitably used for sewage treatment such as manure and miscellaneous wastewater, and the aerobic filter bed thereof. The present invention relates to a diffuser tube suitable for washing a filtration layer (or lower filter bed) of a tank, and a sewage purification tank equipped with these.
[0002]
[Prior art]
Generally well-known sewage septic tanks are usually anaerobic treatment tanks (first chamber and second chamber) partitioned by a partition wall, an aerobic treatment tank (aerobic filter bed tank), a precipitation tank (or treated water tank) and It consists of a disinfection tank. The sewage supplied from the inflow port is sequentially transferred from the first chamber of the anaerobic treatment tank to the downstream, finally sterilized in the disinfection tank, and discharged from the outflow port to the outside.
[0003]
Several structures of aerobic filter beds in the sewage septic tank are conventionally known, but the applicant previously sandwiched a porous plate (not shown) as shown in FIG. 5 (A). The aerobic filter bed tank is divided into two beds, an upper filter bed (biological reaction layer or R zone) and a lower filter bed (filter layer or F zone), and each filter bed is filled with a granular carrier. A structure was proposed in which aeration pipes 4a and 4b were installed under the filter bed, and a
[0004]
During the washing, the lower filter bed is uniformly flowed by aeration, and the suspended suspension (also referred to as biofilm peeling sludge, hereinafter abbreviated as SS) trapped in the lower filter bed is peeled off. Then, it is returned to the anaerobic treatment tank (first chamber) from the
[0005]
As the air diffuser used here, in many cases, both for the upper filter bed and for the lower filter bed, as shown in FIG. A ring-shaped diffuser with small holes in the space.
[0006]
[Problems to be solved by the invention]
However, in this aerobic filter bed tank, the area of the
The present invention is intended to solve such a problem, and an SS far from the cleaning
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the present invention has the following configuration. That is, the present invention, the aerobic filter bed vessel C having two filter bed filled with biological carriers which are arranged in the order of the biological reaction layer 1 and the
In this invention, the diffuser tube which adapts the shape of the bottom face of the aerobic filter bed tank may be formed in a ring shape or a U shape.
[0008]
The present invention also has two filter beds, a biological reaction layer 1 and a
[0009]
The present invention further relates to a sewage septic tank incorporating the aerobic filter bed tank, that is, a sewage septic tank provided with an anaerobic treatment tank, the aerobic filter bed tank, a treated water tank, and a disinfection tank in order from the upstream side. .
[0010]
In the aerobic filter bed tank C in the present invention, the biological reaction layer 1 is usually arranged vertically with the
[0011]
Further, the site of the
[0012]
[Action]
In the diffuser for cleaning the filtration layer of the present invention, small holes are formed in the pipe lower portion in the tube length direction so as to be narrower as it is closer to the
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described more specifically with reference to the drawings.
FIG. 1 is an example of an aerobic filter bed tank according to the present invention, and FIG. The aerobic filter bed tank C is filled with a biological carrier (becomes a living organism, also called a contact material or a filter material) to form a filter bed. The filter bed to be formed is divided into an upper filter bed (biological reaction layer) 1 and a lower filter bed (filter layer) 2, and a water-permeable porous plate (biological material) is interposed between the upper filter bed 1 and the
[0014]
An air diffuser 4a is provided under the upper filter bed 1, and an air diffuser for cleaning the filtration layer of the present invention is provided under the
[0015]
Water treatment in the aerobic filter bed tank C is performed in the biological carrier in the presence of air (dissolved oxygen) aerated and introduced from the diffuser 4a in the upper filter bed (biological reaction layer) 1. It is aerobic treated by aerobic microorganisms that inhabit. That is, mainly, oxidation / decomposition of biochemical oxygen demand (BOD) and nitrification of ammonia proceed.
[0016]
Further, in the
[0017]
Further, the aeration from the air diffuser 4a of the upper filter bed 1 during the cleaning may be continuously operated during the cleaning, or may be temporarily stopped during the cleaning.
Cleaning can be performed automatically by using a timer or the like. It is preferable that the time, time, and frequency can be set arbitrarily.
[0018]
FIG. 1B is a schematic view of the air filter 4p for cleaning the filtration layer of the present invention as viewed from the bottom of the aerobic filter bed tank. As shown in the figure, the filter layer cleaning air diffuser 4p is in a ring shape that matches the shape of the bottom of the aerobic filter bed tank, and the tube thickness is about 13 mm to 25 mm. The holes are not formed at regular intervals, but are narrower as they are closer to the
Further, the diameter of the cleaning
FIG. 2 shows a typical liquid flow (arrow) that occurs in the tank when the filtration layer is washed in the aerobic filter bed tank.
[0019]
FIG. 3 is an example of an aerobic filter bed tank using a U-shaped filtration layer cleaning air diffuser 4q having a plan view shape (different from a ring shape). Even when such a filter layer cleaning air diffuser 4q is used, there are the same operations and effects as when the ring-shaped filter layer cleaning air diffuser 4p is used.
[0020]
FIG. 4 is a schematic diagram of the configuration of a sewage septic tank using the filter layer cleaning air diffuser or the aerobic filter bed tank of the present invention.
This sewage septic tank has an anaerobic filter bed first chamber A, an anaerobic filter bed second chamber B, an aerobic filter bed C (having an upper filter bed 1 and a lower filter bed 2), and a treated water tank D from the upstream side. The sterilization tank E is divided into each tank.
The first chamber A and the second chamber B of the anaerobic filter bed tank can be filled with a biological carrier such as a mesh-like cylindrical filter medium, and the upper filter bed 1 and the lower filter of the aerobic filter bed tank C. The
The treated water tank D is provided with an air lift pump 5 necessary for washing the
[0021]
During normal operation of the sewage septic tank (other than during washing), air is supplied to the diffuser pipe 4 a below the upper filter bed 1, and air is supplied to the filter bed washing diffuser pipe and the air lift pump 5 below the
[0022]
【The invention's effect】
According to the aeration pipe or aerobic filter bed tank for filtration layer washing of the present invention, SS far from the washing drain outlet can be discharged together with the washing drainage without settling and staying at the bottom of the aerobic filter bed tank, Good aerobic filter bed performance can be secured.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is an aerobic filter bed tank according to the present invention, wherein (A) is a schematic view of a configuration viewed from the side, and (B) is a schematic view of the diffuser for cleaning the filtration layer from the bottom.
FIG. 2 is a view showing a liquid flow that occurs during cleaning of the filtration layer in the aerobic filter bed tank according to the present invention. The liquid flow is indicated by arrows.
FIG. 3 is a schematic view of an aerobic filter bed tank according to another embodiment of the present invention looking up from the bottom surface of a filter layer cleaning air diffuser.
FIG. 4 is a schematic diagram of a wastewater septic tank according to the present invention (viewed from the side).
5A is a schematic diagram of a conventional aerobic filter bed tank as viewed from the side, and FIG. 5B is a schematic view of the diffuser tube looking up from the bottom.
[Explanation of symbols]
1: Upper filter bed (biological reaction layer) 2: Lower filter bed (filter layer)
3a, 3b: Partition wall 4a: Air diffuser 4b: Air diffuser 4p (for filter layer cleaning) 4p: Air diffuser for filter layer cleaning 4q: Air diffuser for filter layer cleaning 5:
5b: Air lift pump pumping pipe 7: Transfer port A: Anaerobic filter bed tank 1st chamber B: Anaerobic filter bed tank 2nd chamber C: Aerobic filter bed tank D: Treated water tank E: Disinfection tank
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32529599A JP4242025B2 (en) | 1999-11-16 | 1999-11-16 | Air diffuser for cleaning filter layer, aerobic filter bed tank and septic tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32529599A JP4242025B2 (en) | 1999-11-16 | 1999-11-16 | Air diffuser for cleaning filter layer, aerobic filter bed tank and septic tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001137885A JP2001137885A (en) | 2001-05-22 |
| JP4242025B2 true JP4242025B2 (en) | 2009-03-18 |
Family
ID=18175230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32529599A Expired - Lifetime JP4242025B2 (en) | 1999-11-16 | 1999-11-16 | Air diffuser for cleaning filter layer, aerobic filter bed tank and septic tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4242025B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5854649B2 (en) * | 2011-06-02 | 2016-02-09 | フジクリーン工業株式会社 | Air diffuser and waste water treatment device |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5748545Y2 (en) * | 1979-01-16 | 1982-10-25 | ||
| JPS6217394U (en) * | 1985-07-12 | 1987-02-02 | ||
| JPH05309382A (en) * | 1992-05-07 | 1993-11-22 | Hitachi Chem Co Ltd | Biological filtering method and sewage purifying tank using granular carrier |
| JPH078977A (en) * | 1993-06-23 | 1995-01-13 | Sekisui Chem Co Ltd | Backwash device for combined treatment septic tank |
| JPH07232185A (en) * | 1994-02-22 | 1995-09-05 | Sekisui Chem Co Ltd | Septic tank |
| JPH0929275A (en) * | 1995-07-19 | 1997-02-04 | Sekisui Chem Co Ltd | Contact material receiving device for septic tank |
| JP2904102B2 (en) * | 1996-03-18 | 1999-06-14 | 日立化成工業株式会社 | Sewage septic tank |
| JPH09253685A (en) * | 1996-03-22 | 1997-09-30 | Toto Ltd | Air diffuser |
| JPH10235390A (en) * | 1997-02-24 | 1998-09-08 | Matsushita Electric Works Ltd | Aeration apparatus |
| JPH1157767A (en) * | 1997-08-26 | 1999-03-02 | Sekisui Chem Co Ltd | Sewage treatment equipment |
-
1999
- 1999-11-16 JP JP32529599A patent/JP4242025B2/en not_active Expired - Lifetime
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| Publication number | Publication date |
|---|---|
| JP2001137885A (en) | 2001-05-22 |
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