JPS6010714Y2 - septic tank - Google Patents

septic tank

Info

Publication number
JPS6010714Y2
JPS6010714Y2 JP1980123679U JP12367980U JPS6010714Y2 JP S6010714 Y2 JPS6010714 Y2 JP S6010714Y2 JP 1980123679 U JP1980123679 U JP 1980123679U JP 12367980 U JP12367980 U JP 12367980U JP S6010714 Y2 JPS6010714 Y2 JP S6010714Y2
Authority
JP
Japan
Prior art keywords
sewage
aeration
forming plate
path forming
circulation path
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
JP1980123679U
Other languages
Japanese (ja)
Other versions
JPS5747297U (en
Inventor
良一 熱田
純 木村
政一郎 仲本
久次 北岡
Original Assignee
積水化学工業株式会社
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 積水化学工業株式会社 filed Critical 積水化学工業株式会社
Priority to JP1980123679U priority Critical patent/JPS6010714Y2/en
Publication of JPS5747297U publication Critical patent/JPS5747297U/ja
Application granted granted Critical
Publication of JPS6010714Y2 publication Critical patent/JPS6010714Y2/en
Expired 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
    • 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

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Description

【考案の詳細な説明】 本考案は浄化槽に関する。[Detailed explanation of the idea] The present invention relates to a septic tank.

従来より槽内が仕切壁により仕切られて汚水中の固液成
分を分離する分離室、汚水中の有機質成分を好気性微生
物の繁殖を利用して分解処理する曝気室、処理汚水を放
流するに先立って処理汚水中に混入している固形分を沈
降させるための沈澄室が設けられている浄化槽が存する
Conventionally, there is a separation chamber where the inside of the tank is separated by a partition wall to separate the solid and liquid components in the wastewater, an aeration chamber where the organic components in the wastewater are decomposed using the growth of aerobic microorganisms, and a room where the treated wastewater is discharged. There are septic tanks that are provided with a settling chamber for precipitating solids mixed in treated wastewater.

そして有機質成分を好気性微生物により分解処理するに
際し処理効果を高めるために曝気室内に炉床を設置し、
好気性微生物を付着させて処理を行なうことも行なわれ
ている。
Then, a hearth is installed in the aeration chamber to enhance the treatment effect when decomposing organic components by aerobic microorganisms.
Treatment is also carried out by attaching aerobic microorganisms.

しかしながら炉床の炉材表面に付着した好気性微生物膜
はそのま)では厚くなって胛材間に目詰りを生じ、曝気
室内での汚水循環流を妨げ、処理効果を低下させること
になる。
However, if the aerobic microbial film attached to the surface of the hearth material is left as it is, it will become thick and cause clogging between the filtration materials, which will impede the circulating flow of sewage in the aeration chamber and reduce the treatment effect.

又、炉材表面から微生物膜が剥落して循環流中を回流し
更に循環流の汚泥の一部が槽外に流出し放流水質の低下
をきたすことがあった。
In addition, the microbial film peels off from the surface of the furnace material and circulates in the circulating flow, and a portion of the sludge in the circulating flow flows out of the tank, resulting in a decrease in the quality of the effluent water.

本考案は上記の欠点を解消することを目的としてなされ
たものであって、常時は曝気室内に循環流を生じさせて
汚水中の有機質成分の分解処理を行ない、循環流中に汚
泥が多量に混入してきた場合には汚泥を分離室に返送す
ることができる浄化槽を提供することを目的とする。
The present invention was developed with the aim of solving the above-mentioned drawbacks, and the organic components in wastewater are decomposed by creating a circulating flow in the aeration chamber at all times. The purpose of the present invention is to provide a septic tank capable of returning sludge to a separation room when it is mixed in.

次に本考案浄化槽の一例を図面を参照しながら説明する
Next, an example of the septic tank of the present invention will be explained with reference to the drawings.

1は槽であり、槽1内に仕切壁2,3が立設されて分離
室A、曝気室B、沈澄室Cが夫々形成される。
1 is a tank, and partition walls 2 and 3 are erected in the tank 1 to form a separation chamber A, an aeration chamber B, and a settling chamber C, respectively.

分離室Aは汚水導入管4から流入する汚水中の液分と粗
大固形分、異物を分離し、汚水濃度を均質化する。
Separation chamber A separates liquid, coarse solids, and foreign matter from the wastewater flowing in from the wastewater inlet pipe 4, and homogenizes the concentration of the wastewater.

曝気室B内には曝気用散気管5及び炉床6が設けられる
Inside the aeration chamber B, an aeration diffuser 5 and a hearth 6 are provided.

7は溝形の汚水循環路形成板であり、仕切壁2と一体に
形成されるか又は別体に形成されたものが仕切壁2に取
着され、汚水循環路8が形成される。
Reference numeral 7 denotes a groove-shaped sewage circulation path forming plate, which is formed integrally with the partition wall 2 or formed separately and attached to the partition wall 2 to form a sewage circulation path 8.

曝気用散気管5は仕切壁2側の壁面下部に沿うかもしく
は汚水循環路8の下方において横方向に設けられており
、送気管9から送り込まれる空気は散気管5から散出し
、汚水循環路8に上向流を生じさせ、常時は上向流が汚
水循環路8の−L端から出て反転し下向流となり曝気室
B内に汚水循環流を形成する。
The aeration air diffuser 5 is provided laterally along the lower part of the wall on the partition wall 2 side or below the wastewater circulation path 8, and the air sent from the air supply pipe 9 is dispersed from the air diffuser 5, and is disposed in the sewage circulation path. Normally, the upward flow exits from the -L end of the wastewater circulation path 8 and reverses to become a downward flow to form a wastewater circulation flow in the aeration chamber B.

曝気室B内には炉床6が設けられている。A hearth 6 is provided in the aeration chamber B.

炉床6は循環流を通過させることができるように上下方
向に間隙を有するものとされ、例えばノ1ニカム構造体
、多数の凹凸又は突起を形成した板体の重ね合わせた体
、波板の重ね合せ体等からなる炉材を上下に間隙を有す
るように設置したもの等が使用される。
The hearth 6 has a gap in the vertical direction so that a circulating flow can pass therethrough, and is made of, for example, a one-dimensional structure, a stack of plates with many irregularities or protrusions, or a corrugated plate. Furnace materials made of stacked bodies or the like are installed with a gap between the top and bottom, or the like.

10は汚水移流口であり、仕切壁2の汚水循環路8の上
方に形成されており、仕切壁2の分離室A側の壁面に形
成された覆管12により形成される汚水移流路13を通
じて常時は分離室Aの粗大固形分、異物が除去された汚
水が曝気室Bに移流される。
Reference numeral 10 denotes a wastewater transfer port, which is formed above the wastewater circulation path 8 of the partition wall 2, and is passed through the wastewater transfer path 13 formed by the cover pipe 12 formed on the wall surface of the partition wall 2 on the separation chamber A side. Normally, wastewater from separation chamber A from which coarse solids and foreign matter have been removed is advected to aeration chamber B.

汚水移流口10と離れた箇所において、この汚水移流口
10と同じ高さの位置に更に汚水移流口11が形成され
ており、前記汚水移流口10におけると同様に覆管14
が分離室A側の壁面に形成され、常時は汚水移流口11
を通じても分離室Aから曝気室Bに移流される。
At a location away from the wastewater transfer port 10, a wastewater transfer port 11 is further formed at the same height as the wastewater transfer port 10, and as in the wastewater transfer port 10, a covered pipe 14 is formed.
is formed on the wall on the separation chamber A side, and is normally connected to the wastewater transfer port 11.
The air is also advected from the separation chamber A to the aeration chamber B through the separation chamber A.

散気管5からの散気によって汚水循環路8に上向流が生
じ、第2図のように上向流は汚水循環路8から出て反転
し下向流となって曝気室Bに汚水循環流が形成される。
The air diffused from the aeration pipe 5 causes an upward flow in the sewage circulation path 8, and as shown in Fig. 2, the upward flow exits the sewage circulation path 8, reverses, and becomes a downward flow to circulate sewage into the aeration chamber B. A flow is formed.

このようにして生じた汚水の循環流によって炉床6を構
成する炉材の表面に好気性微生物膜が付着して繁殖腰汚
水中の有機質成分は好気性微生物によって酸化分解処理
される。
Due to the circulating flow of the sewage thus generated, an aerobic microbial film adheres to the surface of the furnace material constituting the hearth 6, and the organic components in the sewage are oxidized and decomposed by the aerobic microorganisms.

しかしながら曝気処理を行なう間に、炉床6に付着する
微生物膜が厚くなって目詰りを生じ汚水の循環流を妨げ
る。
However, during the aeration process, the microbial film that adheres to the hearth 6 becomes thick, clogging the hearth and impeding the circulation of wastewater.

このため炉床6の下方に逆洗用散気管22が設けられ、
送気管23からの空気を散出させることにより炉床6を
逆洗し目詰りを防ぐことができるようになされている。
For this reason, a backwashing diffuser pipe 22 is provided below the hearth 6,
By discharging air from the air pipe 23, the hearth 6 can be backwashed and clogging can be prevented.

24は送気管9,23に送気するための本管である。24 is a main pipe for supplying air to the air supply pipes 9 and 23.

炉床6を逆洗することにより微生物膜が剥落し曝気室B
内を汚泥として多量に浮遊腰仕切壁3の下部の間隙16
から沈澄室C内に入り込み沈澄室Cの水質悪化を招くこ
とになるので、本考案においては曝気室B内の汚泥が多
量になった場合には汚泥の一部を分離室Aに返送するも
のである。
By backwashing the hearth 6, the microbial film is peeled off and the aeration chamber B
A large amount of sludge floats inside the gap 16 at the bottom of the partition wall 3.
If the amount of sludge in the aeration chamber B becomes large, some of the sludge is returned to the separation chamber A in this invention. It is something to do.

そこで本考案においては、汚水循環路8の上部に溝形の
汚泥返送路形成板15が着脱自在となされている。
Therefore, in the present invention, a groove-shaped sludge return path forming plate 15 is removably attached to the upper part of the sewage circulation path 8.

汚泥返送路形成板15は例えば第6図に示すように汚水
循環路形成板7の上端開口部に嵌込んで係止させるため
の段部17を有しており、手作業による着脱がしやすい
ように把手18が設けられている。
For example, as shown in FIG. 6, the sludge return path forming plate 15 has a stepped portion 17 for fitting and locking into the upper end opening of the sewage circulation path forming plate 7, so that it can be easily attached and detached by hand. A handle 18 is provided on the handle.

汚水循環路形成板15は汚水移流口10を覆うように汚
水循環路8の上部に着脱自在に設けられており、これが
取着された場合には曝気用散気管5からの散気によって
生ずる汚泥を含んだ上向流は汚泥返送路形成板15によ
って形成される汚泥返送路19に入り、次いで汚水移流
口10から覆管12内に入り曝気室Bから分離室Aに返
送される。
The sewage circulation path forming plate 15 is removably provided on the upper part of the sewage circulation path 8 so as to cover the sewage transfer port 10, and when this is attached, the sludge generated by the aeration from the aeration pipe 5 is removed. The upward flow containing sludge enters the sludge return path 19 formed by the sludge return path forming plate 15, then enters the casing 12 from the sewage transfer port 10, and is returned from the aeration chamber B to the separation chamber A.

汚泥を含有する汚水が上記のようにして曝気室Bから分
離室Aに返送されると分離室A内の汚水量が増加するが
、汚水移流口11からは返送される汚水量に見合った量
の汚水が分離室Aから曝気室Bに移流され水位が一定に
保持される。
When the sewage containing sludge is returned from the aeration chamber B to the separation chamber A as described above, the amount of sewage in the separation chamber A increases, but the amount from the sewage transfer port 11 is commensurate with the amount of sewage returned. of wastewater is advected from separation chamber A to aeration chamber B, and the water level is kept constant.

汚泥の返送が終れば汚泥返送路形成板15を取外し、第
2図に示す状態に戻す。
Once the sludge has been returned, the sludge return path forming plate 15 is removed and returned to the state shown in FIG. 2.

曝気室B内で好気性微生物により処理された汚水は仕切
壁3の下端と槽壁との間隙16から沈澄室C内に移流し
、上澄液は沈澄室C内に設けられた消毒槽りに流入して
薬剤筒20から溶出する薬剤によって適宜消毒処理が施
され放流管21から槽1外に放出される。
The wastewater treated by aerobic microorganisms in the aeration chamber B is advected into the settling chamber C through the gap 16 between the lower end of the partition wall 3 and the tank wall, and the supernatant liquid is sterilized in the settling chamber C. The medicine flowing into the tank and eluted from the medicine cylinder 20 is appropriately disinfected and discharged to the outside of the tank 1 from the discharge pipe 21.

本考案浄化槽によれば、汚泥返送路形成板15を汚水循
環路8の上部から取外している状態では、曝気用散気管
5からの散気によって汚水循環路8に生ずる上向流は汚
水循環路8から出て反転1、下向流となり曝気室B内に
循環流を生じ、この循環流中に繁殖する好気性微生物及
び炉床6に膜状に付着し7て繁殖する好気性微生物の作
用によって汚水中の有機質成分が酸化分解処理される。
According to the septic tank of the present invention, when the sludge return path forming plate 15 is removed from the upper part of the sewage circulation path 8, the upward flow generated in the sewage circulation path 8 due to the aeration from the aeration pipe 5 flows through the sewage circulation path. The action of the aerobic microorganisms that come out from the hearth 6 in the form of a film and multiply 7. The organic components in the wastewater are oxidized and decomposed.

又曝気室B内の汚水中に多量の汚泥が浮遊するような場
合には、汚泥返送路形成板15を汚水循環路8の上部に
取着すれば、曝気用散気管5からの散気によって生ずる
汚泥を含んだ上向流は汚泥返送路形成板15によって形
成される汚泥返送路19に入り汚水移流口10から分離
室Aに返送される。
In addition, if a large amount of sludge is suspended in the sewage in the aeration chamber B, if the sludge return path forming plate 15 is attached to the upper part of the sewage circulation path 8, air diffusion from the aeration pipe 5 will remove the sludge. The resulting upward flow containing sludge enters the sludge return path 19 formed by the sludge return path forming plate 15 and is returned to the separation chamber A from the sewage advection port 10.

したがって本考案によれば、曝気室B内の汚泥を適宜曝
気室Bから分離室Aに返送し、炉床6の目詰りや沈澄室
Cへの汚泥の侵入を防ぐことができる。
Therefore, according to the present invention, the sludge in the aeration chamber B can be appropriately returned from the aeration chamber B to the separation chamber A, thereby preventing clogging of the hearth 6 and preventing sludge from entering the settling chamber C.

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

図面は本考案浄化槽の一例を示し、第1図は汚泥返送路
形成板を取外して示す第2図の■−■線における横断面
図、第2図は同上のI−I線における全体の縦断面図、
第3図は第2図の■−■線における縦断面図、第4図は
汚泥返送路形成板を取着した状態での縦断面図、第5図
は汚水循環路形成板の一例の斜視図、第6図は汚泥返送
路形成板の一例の斜視図である。 符号の説明、1・・・・・・槽、2,3・・・・・・仕
切壁、4・・・・・・汚水導入路、5・・・・・・曝気
用散気管、6・・・・・・炉床、7・・・・・・汚水循
環路形成板、8・・・・・・汚水循環路、9・・・・・
・送気管、io、it・・・・・・汚水移流口、13・
・・・・・汚水移流路、15・・・・・・汚泥返送路形
成板、19・・・・・・汚泥返送路。
The drawings show an example of the septic tank of the present invention. Fig. 1 is a cross-sectional view taken along the line ■-■ of Fig. 2 with the sludge return path forming plate removed, and Fig. 2 is a longitudinal cross-sectional view of the entire structure taken along the line I-I of the same. side view,
Figure 3 is a longitudinal sectional view taken along the line ■-■ in Figure 2, Figure 4 is a longitudinal sectional view with the sludge return path forming plate attached, and Figure 5 is a perspective view of an example of the sewage circulation path forming plate. FIG. 6 is a perspective view of an example of a sludge return path forming plate. Explanation of symbols: 1...tank, 2, 3...partition wall, 4...sewage introduction channel, 5...aeration diffuser pipe, 6... ... Hearth, 7 ... Sewage circulation path forming plate, 8 ... Sewage circulation path, 9 ...
・Air pipe, IO, IT...Sewage transfer port, 13・
...Sewage advection path, 15...Sludge return path forming plate, 19...Sludge return path.

Claims (1)

【実用新案登録請求の範囲】 1 槽内が仕切られて分離室、曝気室、沈澄室が形成さ
れ、曝気室内には曝気用散気管及び炉床が設けられてお
り、分離室と曝気室間の仕切壁の曝気室側の壁面に沿っ
て設けられる溝形の汚水循環路形成板により上下方向に
汚水循環路が設けられ、汚水循環路の上方における前記
仕切壁に汚水移流口が形成され、汚水循環路形成板の上
端開口部に、該上端開口部と略合致する下端開口部を備
えた溝形の汚泥返送路形成板が着脱自在となされ、汚水
循環路形成板の上端開口部に、汚泥返送路形成板の下端
部を取付たときは、汚泥返送路形成板によって汚水移流
口が覆オ)れ且つ汚泥返送路形成板内に汚水移流口と連
通ずる汚泥返送路が形成されようにされた浄化槽。 2 曝気室内の炉床の下方に逆洗用散気管が設けられて
いる、実用新案登録請求の範囲第1項記載の浄化槽。 3 汚水循環路の上方における、分離室と曝気室間の仕
切壁に形成された汚水移流口と離れた箇所であって前記
汚水移流口と同じ高さの位置に更に汚水移流口が形成さ
れている、実用新案登録請求の範囲第1項記載の浄化槽
[Scope of Claim for Utility Model Registration] 1. The inside of the tank is partitioned to form a separation room, an aeration room, and a settling room, and the aeration room is equipped with an aeration pipe and a hearth. A sewage circulation path is provided in the vertical direction by a groove-shaped sewage circulation path forming plate provided along the wall surface on the aeration chamber side of the partition wall between the two, and a sewage advection port is formed in the partition wall above the sewage circulation path. A groove-shaped sludge return path forming plate having a lower end opening that substantially coincides with the upper end opening of the sewage circulation path forming plate is removably attached to the upper end opening of the sewage circulation path forming plate. When the lower end of the sludge return path forming plate is attached, the sludge return path will be covered by the sludge return path forming plate, and a sludge return path communicating with the sewage advection port will be formed within the sludge return path forming plate. A septic tank that has been 2. The septic tank according to claim 1 of the utility model registration claim, in which a backwashing aeration pipe is provided below the hearth in the aeration chamber. 3. A wastewater transfer port is further formed above the wastewater circulation path at a location apart from the wastewater transfer port formed in the partition wall between the separation room and the aeration room and at the same height as the wastewater transfer port. The septic tank according to claim 1 of the utility model registration claim.
JP1980123679U 1980-08-29 1980-08-29 septic tank Expired JPS6010714Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980123679U JPS6010714Y2 (en) 1980-08-29 1980-08-29 septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980123679U JPS6010714Y2 (en) 1980-08-29 1980-08-29 septic tank

Publications (2)

Publication Number Publication Date
JPS5747297U JPS5747297U (en) 1982-03-16
JPS6010714Y2 true JPS6010714Y2 (en) 1985-04-11

Family

ID=29484244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980123679U Expired JPS6010714Y2 (en) 1980-08-29 1980-08-29 septic tank

Country Status (1)

Country Link
JP (1) JPS6010714Y2 (en)

Also Published As

Publication number Publication date
JPS5747297U (en) 1982-03-16

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