JPS5837512Y2 - Sewage septic tank - Google Patents

Sewage septic tank

Info

Publication number
JPS5837512Y2
JPS5837512Y2 JP1979130309U JP13030979U JPS5837512Y2 JP S5837512 Y2 JPS5837512 Y2 JP S5837512Y2 JP 1979130309 U JP1979130309 U JP 1979130309U JP 13030979 U JP13030979 U JP 13030979U JP S5837512 Y2 JPS5837512 Y2 JP S5837512Y2
Authority
JP
Japan
Prior art keywords
chamber
aeration
flow
septic tank
partition wall
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
JP1979130309U
Other languages
Japanese (ja)
Other versions
JPS5647796U (en
Inventor
八郎 佐藤
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP1979130309U priority Critical patent/JPS5837512Y2/en
Publication of JPS5647796U publication Critical patent/JPS5647796U/ja
Application granted granted Critical
Publication of JPS5837512Y2 publication Critical patent/JPS5837512Y2/en
Expired legal-status Critical Current

Links

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】 本考案は曝気型汚水浄化槽の改良に関するものである。[Detailed explanation of the idea] This invention relates to the improvement of an aerated sewage septic tank.

第1図は、散気管を使用した従来の曝気型汚水浄化槽を
示し、曝気室1′と沈澱室2′とが隔壁3′により仕切
られている。
FIG. 1 shows a conventional aeration type sewage purification tank using an aeration pipe, in which an aeration chamber 1' and a settling chamber 2' are separated by a partition wall 3'.

4′は曝気室1′に設けられた散気管、5′は送気管で
あり、送気管5′からの空気が散気管4′より小気泡と
して放出される。
Reference numeral 4' indicates an aeration pipe provided in the aeration chamber 1', and 5' indicates an air supply pipe. Air from the air supply pipe 5' is discharged from the aeration pipe 4' as small bubbles.

而して、曝気室1′においては、散気室4′からの小気
泡による上昇流によって生じる片旋回流の攪拌混合作用
及び空気泡からの酸素供給作用により、活性汚泥フロッ
クが汚水中の有機物を吸着し、酸化分解して無機化して
いく。
In the aeration chamber 1', activated sludge flocs are mixed with organic matter in the sewage due to the stirring and mixing effect of the one-sided swirl flow caused by the upward flow caused by the small bubbles from the aeration chamber 4' and the oxygen supply effect from the air bubbles. adsorbs, oxidizes and decomposes it into inorganic form.

他方、沈澱室2′においては、懸濁フロックの凝集沈澱
による処理水の清澄分離が行われる。
On the other hand, in the settling chamber 2', the treated water is clarified and separated by coagulation and sedimentation of suspended flocs.

沈澱室2′においては、上記曝気室内の片旋回流の吸引
作用により図のA′で示す循環流が発生し、沈澱室2′
の下部に沈澱してくる汚泥が流れa′によって曝気室1
′に返送される。
In the precipitation chamber 2', a circulation flow shown as A' in the figure is generated due to the suction action of the one-sided swirl flow in the aeration chamber, and the precipitation chamber 2'
The sludge that settles at the bottom of the aeration chamber 1 flows through the flow a'.
' will be returned to .

ところで、従来の曝気型汚水浄化槽においては、上記沈
澱室内の循環流A′が沈澱室2′の相当上部にまで波及
し、清澄層が乱され、汚泥が清澄層に混入するといった
ことが往々にして生じている。
By the way, in conventional aeration-type sewage septic tanks, the circulating flow A' in the settling chamber spreads to a considerable upper part of the settling chamber 2', and the clarified layer is disturbed and sludge often mixes into the clarified layer. This is happening.

本考案に係る曝気型汚水浄化槽は、上記の不利を軽減で
きる構成であり、曝気室と沈澱室との間の隔壁の下端に
湾状の切欠部を設け、該切欠部周辺には前記沈澱室側に
絞り出されたスチフナを設けるとともに、上記切欠部間
に整流板を配設したことを特徴とするものである。
The aeration type sewage septic tank according to the present invention has a configuration that can alleviate the above-mentioned disadvantages, and a bay-shaped notch is provided at the lower end of the partition between the aeration chamber and the settling chamber, and the settling chamber is provided around the notch. The device is characterized in that a stiffener is provided on the side and a current plate is provided between the notches.

以下、図面により本考案を説明する。The present invention will be explained below with reference to the drawings.

第2図Aは本考案に係る汚水浄化槽を示す横断面図であ
る。
FIG. 2A is a cross-sectional view showing a sewage septic tank according to the present invention.

第2図Bは第2図AにおけるB−B断面図で゛あり、第
2図Cは第2図AにおけるCC断面図である。
FIG. 2B is a sectional view taken along line BB in FIG. 2A, and FIG. 2C is a sectional view taken along line CC in FIG. 2A.

第2図A乃至第2図Cにおいて、1は槽本体である。In FIGS. 2A to 2C, 1 is the tank body.

2は隔壁であり、槽本体1内がこの隔壁2により曝気室
10と沈澱室20とに分けられている。
2 is a partition wall, and the inside of the tank body 1 is divided into an aeration chamber 10 and a precipitation chamber 20 by this partition wall 2.

4.4・・・・・・は隔壁2の下端に、所定の間隔を隔
てて設けられた湾状の切欠部であり、この切欠部には、
第3図に示すように逆ハ状で、かつ沈澱室側に絞り出さ
れたスチフナ5,5が設けられている。
4.4... is a bay-shaped notch provided at a predetermined interval at the lower end of the partition wall 2, and this notch includes:
As shown in FIG. 3, stiffeners 5, 5 are provided which have an inverted C-shape and are squeezed out toward the precipitation chamber side.

7は隔壁2の上部に設けられた越流堰であり、多数個の
Vノツチが設けられている。
Reference numeral 7 denotes an overflow weir provided at the upper part of the partition wall 2, and is provided with a large number of V-notches.

101は消毒室であり、沈澱室20内の清澄液が越流堰
7を越流し、これが消毒室101内に移送される。
Reference numeral 101 denotes a disinfection chamber, in which the clarified liquid in the settling chamber 20 overflows the overflow weir 7 and is transferred into the disinfection chamber 101.

6.・・・・・・は沈澱室の下部に設けられた整流板で
あり、隔壁下端の上記湾状切欠部4,4の間に存在して
いる。
6. . . . is a current plate provided at the lower part of the precipitation chamber, and is present between the above-mentioned bay-shaped notches 4, 4 at the lower end of the partition wall.

8.・・・・・・は曝気室に設けられた散気管であり、
送気管81に連通されている。
8. ...... is an aeration pipe installed in the aeration room,
It is communicated with the air pipe 81.

9は汚水流入管である。上記において、散気管8からの
小気泡による上昇流によって曝気室10内に片旋回流が
発生する。
9 is a wastewater inflow pipe. In the above, a unidirectional swirling flow is generated in the aeration chamber 10 due to the upward flow caused by the small bubbles from the aeration pipe 8 .

この片旋回流は、隔壁2に沿って移動し、隔壁の下端を
離れる際に、沈澱室内下部の液が吸引されて、沈澱室内
下部にも循環流Aが発生する。
This one-sided swirling flow moves along the partition wall 2, and when it leaves the lower end of the partition wall, the liquid in the lower part of the precipitation chamber is sucked, and a circulating flow A is also generated in the lower part of the precipitation chamber.

この場合、第4図に示すように、吸引流は、隔壁の下端
が湾状に欠切されているので、放射流となる。
In this case, as shown in FIG. 4, the suction flow becomes a radial flow because the lower end of the partition wall is cut into a bay shape.

而るに、放射流においては、その中心から隔った上流は
ど低速流である。
However, in a radial flow, the upstream part away from the center is a low-velocity flow.

従って、沈澱室の上部を実質上静止状態に保って、沈澱
室の下部に強い循環流を発生させることができる。
Thus, a strong circulation flow can be generated in the lower part of the settling chamber while keeping the upper part of the settling chamber substantially stationary.

このため、沈澱室上層の清澄層を乱すことなく、沈澱室
下部の沈澱汚泥を曝気室に確実に返送できる。
Therefore, the settled sludge in the lower part of the settling chamber can be reliably returned to the aeration chamber without disturbing the clarified layer in the upper layer of the settling chamber.

なお、このとき上記放射流を引き起す曝気室10内の片
腕回流は隔壁2下端から離れる際スチフナ5により向心
流とされ、かつ、湾状の切欠部間に設けた整流板6,6
により相互の流れの干渉が防止されるので、上述の放射
流が効率よく引き起こされる。
At this time, the one-arm circulation in the aeration chamber 10 that causes the radial flow is turned into a centripetal flow by the stiffener 5 when it leaves the lower end of the partition wall 2, and the rectifier plates 6, 6 provided between the bay-shaped notches
Since mutual flow interference is prevented, the above-mentioned radial flow is efficiently generated.

上述した通り、本考案に係る曝気型汚水浄化槽において
は、沈澱室内の汚泥を、沈澱室内の清澄層を乱すことな
く、曝気室内に返送することができ、清澄処理を良好に
行い得る。
As described above, in the aeration type sewage septic tank according to the present invention, the sludge in the settling chamber can be returned to the aeration chamber without disturbing the clarification layer in the settling chamber, and the clarification process can be performed satisfactorily.

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

第1図は従来の曝気型汚水浄化槽を示す説明図、第2図
Aは本考案に係る汚水浄化槽を示す説明図、第2図B並
ひ゛に第2図Cは第2図AにおけるB−B断面図並びに
C−C断面図、第3図は本考案における隔壁下端の湾状
切欠部を示す説明図、第4図は同上切欠部での液流状態
を示す説明図で゛ある。 図において、10は曝気室、20は沈澱室、2は隔壁、
4,4は湾状切欠部である。
Fig. 1 is an explanatory diagram showing a conventional aeration type sewage septic tank, Fig. 2 A is an explanatory diagram showing a sewage septic tank according to the present invention, and Figs. 2B and 2C are B-B cross sections in Fig. 2A. FIG. 3 is an explanatory view showing a bay-shaped notch at the lower end of the partition wall in the present invention, and FIG. 4 is an explanatory view showing the state of liquid flow at the same notch. In the figure, 10 is an aeration chamber, 20 is a precipitation chamber, 2 is a partition wall,
4, 4 is a bay-shaped notch.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 曝気室と沈澱室との間の隔壁の下端に湾状の切欠部を設
け、該切欠部周辺には前記沈澱室側に絞り出されたスチ
フナを設けるとともに、上記切欠部間に整流板を配設し
たことを特徴とする汚水浄化槽。
A bay-shaped notch is provided at the lower end of the partition wall between the aeration chamber and the settling chamber, a stiffener squeezed toward the settling chamber is provided around the notch, and a current plate is arranged between the notches. A sewage septic tank characterized by the fact that it has been installed.
JP1979130309U 1979-09-19 1979-09-19 Sewage septic tank Expired JPS5837512Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979130309U JPS5837512Y2 (en) 1979-09-19 1979-09-19 Sewage septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979130309U JPS5837512Y2 (en) 1979-09-19 1979-09-19 Sewage septic tank

Publications (2)

Publication Number Publication Date
JPS5647796U JPS5647796U (en) 1981-04-28
JPS5837512Y2 true JPS5837512Y2 (en) 1983-08-24

Family

ID=29362013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979130309U Expired JPS5837512Y2 (en) 1979-09-19 1979-09-19 Sewage septic tank

Country Status (1)

Country Link
JP (1) JPS5837512Y2 (en)

Also Published As

Publication number Publication date
JPS5647796U (en) 1981-04-28

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