JPS629999Y2 - - Google Patents

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Publication number
JPS629999Y2
JPS629999Y2 JP1980105823U JP10582380U JPS629999Y2 JP S629999 Y2 JPS629999 Y2 JP S629999Y2 JP 1980105823 U JP1980105823 U JP 1980105823U JP 10582380 U JP10582380 U JP 10582380U JP S629999 Y2 JPS629999 Y2 JP S629999Y2
Authority
JP
Japan
Prior art keywords
chamber
partition wall
aeration
settling chamber
settling
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
JP1980105823U
Other languages
Japanese (ja)
Other versions
JPS5728796U (en
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
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Priority to JP1980105823U priority Critical patent/JPS629999Y2/ja
Publication of JPS5728796U publication Critical patent/JPS5728796U/ja
Application granted granted Critical
Publication of JPS629999Y2 publication Critical patent/JPS629999Y2/ja
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

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  • 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、汚水中に空気を
送り込んで循環流を生じさせ有機質成分を好気性
微出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つ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, the inside of the tank is divided by a partition wall, and there is a separation chamber that separates the solid and liquid components in the wastewater, and air is sent into the wastewater to create a circulating flow and organic components are removed using aerobic microexudate growth. There is a septic tank that is provided with an aeration chamber for decomposition treatment and a settling chamber for settling solids mixed in the treated sewage prior to discharging the treated sewage.

かゝる浄化槽における曝気室内の汚水は、散気
管から散出される空気によつて分離室と曝気室間
の仕切壁に沿つて上昇し、上方で反転し曝気室と
沈澄室間の仕切壁に沿つて下降し、槽底部から再
び上昇することにより循環を繰返すようになされ
ている。
The sewage in the aeration chamber of such a septic tank rises along the partition wall between the separation chamber and the aeration chamber due to the air released from the aeration pipe, turns over above, and flows up the partition wall between the aeration chamber and the settling chamber. The circulation is repeated by descending along the tank and rising again from the bottom of the tank.

そして曝気室と沈澄室間の仕切壁に沿う下向流
によつて、沈澄室下端の槽壁との間隙から沈澄室
下部の沈降汚泥を含む汚水の一部が曝気室に吸引
されるとともに、曝気室の処理汚水の一部が沈澄
室に入り込むが、循環流が勢いの強いものとなる
と前記下向流による曝気室への汚水の吸引が強く
行なわれるので沈澄室へ流入する汚水の勢いも強
くなり、沈澄室に汚泥が浮遊して清澄度を低下さ
せ、槽外に放出される処理汚水の水質を悪化させ
る欠点があつた。
Then, due to the downward flow along the partition wall between the aeration chamber and the settling chamber, part of the wastewater containing the settled sludge at the bottom of the settling chamber is sucked into the aeration chamber from the gap between the bottom end of the settling chamber and the tank wall. At the same time, some of the treated sewage from the aeration chamber enters the settling chamber, but when the circulation flow becomes strong, the sewage is strongly sucked into the aeration chamber by the downward flow, so it flows into the settling chamber. The force of the sewage becomes stronger, and sludge floats in the settling chamber, reducing the clarity and degrading the quality of the treated sewage discharged outside the tank.

本考案はかゝる欠点を解消することを目的とし
てなされたものであつて、曝気室と沈澄室間の仕
切壁の下部付近での循環流を部分的に緩めること
によつて、汚水の循環による処理効果を低下させ
ることなく沈澄室へ流入する汚水の勢いを弱め、
沈澄室での汚泥の浮遊による清澄度の低下と放出
水の水質悪化を防ぐ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 eliminating such drawbacks, and by partially relaxing the circulation flow near the bottom of the partition wall between the aeration chamber and the settling chamber, wastewater can be removed. Weakens the force of wastewater flowing into the settling chamber without reducing the treatment effect of circulation,
The purpose of the present invention is to provide a septic tank that can prevent a decrease in clarity due to sludge floating in a settling chamber and a deterioration in the quality of discharged water.

本考案の要旨は、槽1内が仕切られて分離室
A、曝気室B及び沈澄室Cが形成され、曝気室B
と沈澄室C間の仕切壁3の両側部の下部に、曝気
室B側に開口する袋状凹部12が形成されてい
る、浄化槽に存する。
The gist of the present invention is that the tank 1 is partitioned to form a separation chamber A, an aeration chamber B, and a settling chamber C;
The septic tank has a bag-shaped recess 12 that opens toward the aeration chamber B at the lower part of both sides of the partition wall 3 between the settling chamber and the settling chamber C.

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.

分離室Aと曝気室B間の仕切壁2の曝気室B側
の壁面には2個の移流管5,5が両側部に間隔を
おいて設けられている。移流管5,5は、この例
では仕切壁2が略縦方向に曝気室B側に膨出さ
れ、反対側の壁面に当板6が取着されて形成され
ている。移流管5,5の下部は閉塞されて曝気室
Bの槽壁に向かう側面が傾斜面7,7とされ、循
環流に乱れを生じないようになされている。仕切
壁2には分離室Aから移流管5,5に開口する透
孔が形成されている。又、移流管5,5の上部は
開口8,8されており、分離室Aの汚水は移流管
5,5を流通して開口部8,8から曝気室Bへ移
流されるようになされている。
On the wall surface of the partition wall 2 between the separation chamber A and the aeration chamber B on the side of the aeration chamber B, two advection pipes 5, 5 are provided at intervals on both sides. In this example, the advection pipes 5, 5 are formed by a partition wall 2 bulging out toward the aeration chamber B side in a substantially vertical direction, and a contact plate 6 being attached to the wall surface on the opposite side. The lower portions of the advection pipes 5, 5 are closed, and the side surfaces facing the tank wall of the aeration chamber B are sloped surfaces 7, 7, so as not to cause disturbance to the circulating flow. A through hole opening from the separation chamber A to the advection pipes 5, 5 is formed in the partition wall 2. Further, the upper portions of the advection pipes 5, 5 are provided with openings 8, 8, so that the wastewater in the separation chamber A flows through the advection pipes 5, 5, and is advected from the openings 8, 8 to the aeration chamber B. There is.

9は散気管であり、仕切壁2の前記移流管5,
5よりも下方において曝気室B側の壁面に沿つて
略横方向に固定されている。散気管9の一端部に
は送気管10が連結され、槽1外から送気管10
を通じて圧縮空気が送り込まれる。散気管9から
噴出する空気は仕切壁2の移流管5,5間の壁面
に沿つて上昇し、これに伴ない曝気室B内の汚水
に循環流を生じさせる。移流管5,5は循環流の
流水方向を規制する働きを有する。曝気室Bの汚
水循環流中には好気性微出物が繁殖し、その作用
によつて汚水中の有機質成分は酸化分解処理され
る。曝気室Bと沈澄室C間の仕切壁3は、槽壁方
向に傾斜されており、下端は沈澄室C側に折曲壁
19が形成されており、槽壁との間に間隙11が
設けられて曝気室Bと沈澄室Cが連通されてい
る。
Reference numeral 9 denotes an aeration pipe, and the advection pipe 5 of the partition wall 2,
It is fixed substantially laterally along the wall surface on the aeration chamber B side below the point 5. An air supply pipe 10 is connected to one end of the aeration pipe 9, and the air supply pipe 10 is connected from outside the tank 1.
Compressed air is pumped through. The air ejected from the aeration pipe 9 rises along the wall surface between the advection pipes 5, 5 of the partition wall 2, thereby causing the wastewater in the aeration chamber B to circulate. The advection pipes 5, 5 have the function of regulating the flowing direction of the circulating flow. Aerobic microorganisms proliferate in the sewage circulation in the aeration chamber B, and organic components in the sewage are oxidized and decomposed by their action. The partition wall 3 between the aeration chamber B and the settling chamber C is inclined toward the tank wall, and a bent wall 19 is formed at the lower end on the settling chamber C side, and a gap 11 is formed between the partition wall 3 and the tank wall. is provided to communicate the aeration chamber B and settling chamber C.

曝気室Bと沈澄室C間の仕切壁3の両側部の下
部に、曝気室B側に開口する袋状凹部12が形成
されている。袋状凹部12は仕切壁3の両側部の
下部の壁面が沈澄室C側に折曲されることにより
形成された袖壁13の側縁部が槽壁の壁面に水密
的に一体化されることにより形成される。仕切壁
3に沿う下向循環流は、該仕切壁3の両側部の下
部において一部が袋状凹部12内に流入して循環
流が緩められるので、循環流の一部を沈澄室C内
に流入させるに際し、循環流の影響が沈澄室Cに
強く及ぶことのないようにする働きを有する。し
たがつて袋状間隙12が形成されていることによ
つて沈澄室C内に曝気室B内の汚水が強い勢いで
入り込むことがなく、汚泥が沈澄室C内に多量に
入り込んで清澄度の低下をきたすことがないもの
となる。
A bag-shaped recess 12 that opens toward the aeration chamber B side is formed at the lower part of both sides of the partition wall 3 between the aeration chamber B and the settling chamber C. The bag-shaped recess 12 is formed by bending the lower wall surfaces of both sides of the partition wall 3 toward the settling chamber C side, and the side edges of the sleeve wall 13 are integrated with the wall surface of the tank wall in a watertight manner. It is formed by A part of the downward circulating flow along the partition wall 3 flows into the bag-shaped recess 12 at the lower part of both sides of the partition wall 3 and the circulating flow is relaxed, so that a part of the circulating flow is transferred to the settling chamber C. It has the function of preventing the circulation flow from being strongly influenced by the settling chamber C when flowing into the settling chamber C. Therefore, due to the bag-shaped gap 12 being formed, the sewage in the aeration chamber B does not enter the settling chamber C with a strong force, and a large amount of sludge enters the settling chamber C and is not clarified. It will not cause any deterioration in quality.

曝気室Bと沈澄室C間の仕切壁3の曝気室B側
の両側部の壁面において、該仕切壁3の両側部の
下部に形成された袋状凹部12よりも上方に整流
板14,14が形成されてもよい。整流板14,
14は仕切壁3の側端部から中間方向にかけて設
けられ、下向き勾配が付されている。整流板1
4,14は仕切壁3の下部での循環流を緩和し、
袋状凹部12での循環流の影響を減少させる。又
整流板14,14は仕切壁3の両側部に設けら
れ、中央部に設けられないので、循環流は中央部
間で強い流れとなり、又下向き勾配が付されてい
るので、循環流を中央部へ集中させることがで
き、中央部で強い下向きの循環流が形成され、汚
水の酸化分解処理が効果的に行なわれる。
On the wall surface of both sides on the aeration chamber B side of the partition wall 3 between the aeration chamber B and the settling chamber C, a rectifying plate 14 is provided above the bag-shaped recess 12 formed at the lower part of both sides of the partition wall 3. 14 may be formed. rectifying plate 14,
14 is provided from the side end of the partition wall 3 to the middle direction, and has a downward slope. Current plate 1
4 and 14 relieve the circulation flow at the lower part of the partition wall 3,
The effect of circulating flow in the bag-like recess 12 is reduced. Furthermore, since the rectifying plates 14, 14 are provided on both sides of the partition wall 3 and not in the center, the circulating flow becomes a strong flow between the central parts, and since the rectifying plates 14, 14 are provided on both sides of the partition wall 3, the circulating flow becomes strong between the central parts. A strong downward circulation flow is formed in the central part, and the oxidation and decomposition of wastewater is effectively carried out.

曝気室B内の循環流により、沈澄室C内の沈降
汚泥を含む汚水が曝気室B内に吸引され、下向き
の循環流の緩やかな部分から沈澄室C内に曝気室
B内の汚水が流入する。
Due to the circulating flow in the aeration chamber B, the sewage containing settled sludge in the settling chamber C is sucked into the aeration chamber B, and the sewage in the aeration chamber B flows into the settling chamber C from the gentle downward circulating flow. will flow in.

沈澄室C内に流入した汚水中には若干の汚泥が
含まれるが、沈澄室C内で汚泥が沈降し、上部の
汚水は清澄度の高いものとなる。
Although some sludge is contained in the sewage that has flowed into the settling chamber C, the sludge settles within the settling chamber C, and the sewage in the upper part becomes highly clear.

沈澄室Cの上部には消毒室Dが適宜設けられて
おり、沈澄室C内の処理汚水の上澄液は連通管1
5より消毒室Dに移流する。消毒室Dでは消毒剤
筒16から供給される消毒剤によつて消毒が行な
われ、次いで放流管17から外部に放流される。
18,18は点検口であり、マンホール蓋が嵌着
される。
A disinfection chamber D is appropriately provided in the upper part of the settling chamber C, and the supernatant liquid of the treated wastewater in the settling chamber C is transferred to a communication pipe 1.
5 to the disinfection room D. In the disinfection chamber D, disinfection is performed with the disinfectant supplied from the disinfectant cylinder 16, and then discharged to the outside from the discharge pipe 17.
Reference numerals 18 and 18 are inspection ports into which a manhole cover is fitted.

本考案浄化槽によれば、曝気室B内の仕切壁3
に沿う下向循環流は、仕切壁3の両側下部におい
て袋状凹部12内に流入して緩められるので、循
環流の一部を沈澄室C内に流入させるに際し循環
流の影響が沈澄室Cに強く及ばないものとなり、
汚水が強い勢いで沈澄室に入り込むのが防がれ
る。又汚泥が沈澄室C内に多量に入り込んで清澄
度の低下をきたすことがないものとなり、放流水
の水質悪化をきたすことがないものとなる。
According to the septic tank of the present invention, the partition wall 3 in the aeration chamber B
The downward circulating flow along the partition wall 3 flows into the bag-shaped recess 12 at the lower part of both sides of the partition wall 3 and is relaxed, so that when a part of the circulating flow flows into the settling chamber C, the influence of the circulating flow is It will be strongly inferior to room C,
This prevents sewage from entering the settling chamber with a strong force. Furthermore, a large amount of sludge will not enter the settling chamber C and cause a decrease in clarity, and the quality of the discharged water will not deteriorate.

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

第1図は本考案浄化槽の一例を示す縦断面図、
第2図は同上の−線における縦断面図、第3
図は第2図の−線における横断面部分図、第
4図は第1図の−線における縦断面図であ
る。 符号の説明、A……分離室、B……曝気室、C
……沈澄室、D……消毒室、1……槽、2,3…
…仕切壁、5……移流管、9……散気管、10…
…送気管、11……間隙、12……袋状凹部、1
3……袖壁、14……整流板。
FIG. 1 is a longitudinal sectional view showing an example of the septic tank of the present invention;
Figure 2 is a vertical sectional view taken along the same line as above;
The figure is a partial cross-sectional view taken along the - line in FIG. 2, and FIG. 4 is a longitudinal sectional view taken along the - line in FIG. 1. Explanation of symbols, A...Separation room, B...Aeration room, C
...Sedimentation room, D...Disinfection room, 1...Tank, 2, 3...
...Partition wall, 5...Advection pipe, 9...Diffusion pipe, 10...
... Air pipe, 11 ... Gap, 12 ... Bag-shaped recess, 1
3...Sleeve wall, 14...Brectifier plate.

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、曝気室及び沈澄室
が形成され、曝気室と沈澄室間の仕切壁の両側
部の下部に、曝気室側に開口する袋状凹部が形
成されている、浄化槽。 2 曝気室と沈澄室間の仕切壁の両側部の下部の
壁面が沈澄室側に折曲されることにより形成さ
れた袖壁の側縁部が槽壁の壁面に水密的に一体
化されることにより袋状凹部が形成されてい
る、実用新案登録請求の範囲第1項記載の浄化
槽。 3 曝気室と沈澄室間の仕切壁の袋状凹部よりも
上方に該仕切壁の側端部から中間方向にかけて
整流板が設けられている、実用新案登録請求の
範囲第1項又は第2項記載の浄化槽。 4 整流板は曝気室と沈澄室間の仕切壁の両側部
から中間方向にかけて下向き勾配が附されてい
る、実用新案登録請求の範囲第3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 chamber, an aeration chamber, and a settling chamber, and there are openings on the aeration chamber side at the lower part of both sides of the partition wall between the aeration chamber and the settling chamber. A septic tank with a bag-like recess formed in it. 2 The side edges of the wing walls formed by bending the lower walls on both sides of the partition wall between the aeration chamber and the settling chamber toward the settling chamber are integrated with the tank wall in a watertight manner. The septic tank according to claim 1, wherein a bag-like recess is formed by being removed. 3. Utility model registration claim 1 or 2, in which a rectifying plate is provided above the bag-shaped recess of the partition wall between the aeration chamber and the settling chamber from the side edge of the partition wall to the middle direction. Septic tank as described in section. 4. The septic tank according to claim 3 of the utility model registration claim, wherein the current plate has a downward slope from both sides of the partition wall between the aeration chamber and the settling chamber to the middle direction.
JP1980105823U 1980-07-25 1980-07-25 Expired JPS629999Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980105823U JPS629999Y2 (en) 1980-07-25 1980-07-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980105823U JPS629999Y2 (en) 1980-07-25 1980-07-25

Publications (2)

Publication Number Publication Date
JPS5728796U JPS5728796U (en) 1982-02-15
JPS629999Y2 true JPS629999Y2 (en) 1987-03-09

Family

ID=29467183

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980105823U Expired JPS629999Y2 (en) 1980-07-25 1980-07-25

Country Status (1)

Country Link
JP (1) JPS629999Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5917438Y2 (en) * 1979-02-28 1984-05-21 株式会社西原環境衛生研究所 Sewage septic tank

Also Published As

Publication number Publication date
JPS5728796U (en) 1982-02-15

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