JPS6110797Y2 - - Google Patents

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Publication number
JPS6110797Y2
JPS6110797Y2 JP1981003593U JP359381U JPS6110797Y2 JP S6110797 Y2 JPS6110797 Y2 JP S6110797Y2 JP 1981003593 U JP1981003593 U JP 1981003593U JP 359381 U JP359381 U JP 359381U JP S6110797 Y2 JPS6110797 Y2 JP S6110797Y2
Authority
JP
Japan
Prior art keywords
advection
pipes
chamber
baffle plate
septic 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.)
Expired
Application number
JP1981003593U
Other languages
Japanese (ja)
Other versions
JPS57119797U (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
Application filed filed Critical
Priority to JP1981003593U priority Critical patent/JPS6110797Y2/ja
Publication of JPS57119797U publication Critical patent/JPS57119797U/ja
Application granted granted Critical
Publication of JPS6110797Y2 publication Critical patent/JPS6110797Y2/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

Landscapes

  • 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 separated by a partition wall to separate the solid and liquid components in wastewater into a separation chamber, and air is pumped into the wastewater to create a circulating flow to decompose organic components using the growth of aerobic microorganisms. There are some septic tanks that are equipped with an aeration chamber for discharging the treated sewage, and a settling chamber for settling solids mixed in the treated sewage before it is discharged.

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〓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, a part of the wastewater containing the settled sludge at the bottom of the settling chamber is sucked into the aeration chamber from between the tank wall at the bottom end of the settling chamber. At the same time, some of the treated sewage in 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, and the sewage flows into the settling chamber. The force of the inflowing sewage becomes stronger, causing sludge to float in the settling chamber, lowering the clarity and deteriorating 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
切壁に沿う下向きの循環流を緩めることによつ
て、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 relaxing the downward circulation flow along the partition wall between the aeration chamber and the settling chamber, the sludge in the settling chamber can be removed. The purpose of the present invention is to provide a septic tank that can prevent a decrease in clarity and a deterioration in the quality of discharged water due to floating of water.

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。
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.

移流管5,5の底部は閉塞されて傾斜面6,6
とされ、循環流に乱れを生じないようにされてい
る。仕切壁2には分離室Aから移流管5,5の各
下部に連通する移流口7,7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の汚水は移流口7,7を通り、移流
管5,5内を流通上昇して開口部8,8から曝気
室Bへ移流されるようになされている。
The bottoms of the advection tubes 5, 5 are closed and have sloped surfaces 6, 6.
This is done to avoid turbulence in the circulating flow. Advection ports 7, 7 are formed in the partition wall 2 to communicate from the separation chamber A to the lower portions of the advection tubes 5, 5, respectively.
Further, the upper portions of the advection pipes 5, 5 have openings 8, 8, and the sewage in the separation chamber A passes through the advection ports 7, 7, flows upward within the advection pipes 5, 5, and is aerated from the openings 8, 8. The air is advected to room B.

開口部8,8は移流管5,5の上端が斜めに切
欠かれていることにより略V字状の堰を有するも
のとなり、曝気室Bへの移流が容易となる。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
向に設けられ、移流管5,5の間に位置する。散
気管9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生物が繁殖し、
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。
Since the upper ends of the advection pipes 5, 5 are obliquely cut out, the openings 8, 8 have approximately V-shaped weirs, and the advection to the aeration chamber B is facilitated. Reference numeral 9 denotes an aeration pipe, which is provided below the advection pipes 5, 5 of the partition wall 2, substantially laterally along the wall surface on the side of the aeration chamber B, and is located between the advection pipes 5, 5. An air supply pipe 10 is connected to the air diffuser pipe 9, and compressed air is sent through the air supply pipe 10 from outside the tank 1. The air ejected from the diffuser pipe 9 is transferred to the advection pipes 5, 5 of the partition wall 2.
Aeration chamber B rises along the wall between
Create a circulating flow in the wastewater inside. The advection pipes 5, 5 have the function of regulating the flowing direction of the circulating flow. Aerobic microorganisms breed in the sewage circulation in aeration room B.
Due to this action, organic components in wastewater are oxidized and decomposed.

しかしながらそのまゝでは移流管5,5間を上
昇する汚水循環流は上方でも勢いが強いものとな
り、散気管9から散出する空気が汚水中に充分長
時間保持されずに槽1の上方に放出されるため汚
水への酸素供給効率が充分高くならないものとな
る。又、仕切壁3に沿う下向循環流も勢いの強い
ものとなると沈澄室Cから間〓15を通じ曝気室
Bへの汚水の吸引が強く行なわれるので、逆に曝
気室Bから沈澄室Cへ汚水の流入の勢いも強くな
り、沈澄室Cに汚泥が浮遊して清澄度を低下させ
るものとなる。
However, if this continues, the sewage circulation flow rising between the advection pipes 5 and 5 will have a strong force even in the upper part, and the air released from the aeration pipe 9 will not be retained in the sewage for a long enough time and will flow upwards in the tank 1. Since the oxygen is released, the efficiency of oxygen supply to wastewater cannot be sufficiently increased. In addition, if the downward circulation flow along the partition wall 3 becomes strong, the suction of wastewater from the settling chamber C to the aeration chamber B through the space 15 will be strong, so that conversely, the sewage will be sucked from the settling chamber C to the aeration chamber B through the gap 15. The force of the sewage flowing into C becomes stronger, and sludge floats in settling chamber C, reducing the degree of clarity.

このような不都合をなくすために、本考案にお
いては隣り合う移流管5,5間に邪魔板11が設
けられる。邪魔板11は隣り合う移流管5,5間
に略横方向に設けられることにより、上向循環流
は邪魔板11に一旦当つてから更に槽上方へ流れ
るので、槽上方では緩やかな循環流に変えること
ができる。邪魔板11は例えば第4図イのように
上向きに傾斜する庇状に形成されていてもよい
し、又、ロのように上下に複数個の邪魔板11が
設けられて屈曲する流通路が形成されるようにな
されていてもよいし、更に又ハのように邪魔板1
1が段状に形成されていてもよい。
In order to eliminate such inconvenience, in the present invention, a baffle plate 11 is provided between adjacent advection tubes 5, 5. Since the baffle plate 11 is provided in a substantially lateral direction between the adjacent advection tubes 5, 5, the upward circulation flow once hits the baffle plate 11 and then flows further upwards in the tank, so that a gentle circulation flow occurs above the tank. It can be changed. The baffle plate 11 may be formed, for example, in the shape of an upwardly sloping eave as shown in FIG. Alternatively, the baffle plate 1 may be formed as shown in C.
1 may be formed in a step shape.

このようにして邪魔板11が設けられることに
より、槽上方での循環流を弱め、散気管9から散
出する空気の汚水中での保持時間を長くして酸化
分解処理効果を向上させ、又仕切壁3に沿う下向
循環流の勢いを弱め、沈澄室C内に曝気室B内の
汚泥を含む汚水が勢いよく入り込むのを防ぐこと
ができる。
By providing the baffle plate 11 in this manner, the circulation flow above the tank is weakened, the retention time of the air released from the aeration pipe 9 in the waste water is increased, and the oxidative decomposition treatment effect is improved. By weakening the force of the downward circulation flow along the partition wall 3, it is possible to prevent the wastewater containing sludge in the aeration chamber B from entering the settling chamber C with great force.

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より消毒
室Dに移流する。消毒室Dでは薬剤筒12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13から外部に放流される。14,14,
14はいずれも点検口であり、夫々点検蓋が嵌着
される。
A disinfection chamber D is appropriately provided above the settling chamber C, and the supernatant liquid of the treated wastewater in the settling chamber C is advected to the disinfection chamber D. In the disinfection chamber D, disinfection is performed with the disinfectant supplied from the medicine cylinder 12, and then discharged to the outside from the discharge pipe 13. 14,14,
14 are inspection ports, into which respective inspection lids are fitted.

本考案浄化槽によれば、前記の構成を備えてい
るので、移流管5,5間を上昇する汚水循環流は
邪魔板11により弱められて槽上方では緩やかな
循環流に変わり、仕切壁3に沿う下向循環流の勢
いを弱め、沈澄室C内に曝気室B内の汚泥を含む
汚水が勢いよく入り込むのを防ぐことができ、沈
澄室C内の清澄度の低下や放流水の水質悪化を防
ぎうるものとなる。
According to the septic tank of the present invention, since it has the above-mentioned configuration, the sewage circulation flow rising between the advection pipes 5 and 5 is weakened by the baffle plate 11 and turns into a gentle circulation flow above the tank, and the sewage circulation flow rises between the advection pipes 5 and 5. By weakening the force of the downward circulating flow along the flow, it is possible to prevent the sewage containing sludge from the aeration chamber B from entering the settling chamber C. This will help prevent water quality from deteriorating.

【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1図の−線における横断面部分図、第
4図イ,ロ,ハは夫々、邪魔板の形成例を示す部
分断面図である。 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……邪魔板、12……薬剤筒、1
3……放流管。
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. 1, and FIGS. 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 ... Baffle plate, 12 ... Medication cylinder, 1
3...Discharge pipe.

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、分離室と曝気室間の仕切壁の曝気
室側の壁面に略縦方向に複数個の移流管が間隔
をおいて設けられ、該移流管は上部が開口され
且つ底部が閉塞されており、移流管が設けられ
た仕切壁には、分離室から移流管の下部に連通
する移流口が形成され、該移流管の下方におい
て散気管が仕切壁に沿つて設けられ、隣り合う
移流管間に邪魔板が設けられている浄化槽。 2 隣り合う移流管間に邪魔板が略横方向に設け
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 隣り合う移流管間に邪魔板が庇状に形成され
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 隣り合う移流管間に上下に複数個の邪魔板が
設けられて屈曲する流通路が形成されている実
用新案登録請求の範囲第1項又は第2項記載の
浄化槽。 5 隣り合う移流管間に段状の邪魔板が設けられ
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。
[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 a plurality of partitions are installed approximately vertically on the partition wall between the separation chamber and the aeration chamber on the aeration chamber side. advection pipes are provided at intervals, the advection pipes are open at the top and closed at the bottom, and the partition wall provided with the advection pipes has an advection port communicating from the separation chamber to the bottom of the advection pipes. A septic tank in which a diffuser pipe is provided along a partition wall below the advection pipe, and a baffle plate is provided between adjacent advection pipes. 2. The septic tank according to claim 1, wherein a baffle plate is provided substantially laterally between adjacent flow pipes. 3 Utility model registration claim paragraph 1 or 2 in which a baffle plate is formed in the shape of an eave between adjacent transfer pipes
Septic tank as described in section. 4. The septic tank according to claim 1 or 2, wherein a plurality of baffle plates are provided vertically between adjacent flow pipes to form a curved flow path. 5 Utility model registration claim paragraph 1 or 2 in which a stepped baffle plate is provided between adjacent transfer pipes
Septic tank as described in section.
JP1981003593U 1981-01-13 1981-01-13 Expired JPS6110797Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981003593U JPS6110797Y2 (en) 1981-01-13 1981-01-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981003593U JPS6110797Y2 (en) 1981-01-13 1981-01-13

Publications (2)

Publication Number Publication Date
JPS57119797U JPS57119797U (en) 1982-07-24
JPS6110797Y2 true JPS6110797Y2 (en) 1986-04-05

Family

ID=29802031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981003593U Expired JPS6110797Y2 (en) 1981-01-13 1981-01-13

Country Status (1)

Country Link
JP (1) JPS6110797Y2 (en)

Also Published As

Publication number Publication date
JPS57119797U (en) 1982-07-24

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