JPS5843989Y2 - septic tank - Google Patents
septic tankInfo
- Publication number
- JPS5843989Y2 JPS5843989Y2 JP1979084073U JP8407379U JPS5843989Y2 JP S5843989 Y2 JPS5843989 Y2 JP S5843989Y2 JP 1979084073 U JP1979084073 U JP 1979084073U JP 8407379 U JP8407379 U JP 8407379U JP S5843989 Y2 JPS5843989 Y2 JP S5843989Y2
- Authority
- JP
- Japan
- Prior art keywords
- chamber
- aeration
- partition wall
- separation chamber
- aeration chamber
- 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
Links
Classifications
-
- 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
Description
【考案の詳細な説明】 この考案は、分離曝気形の浄化槽に関する。[Detailed explanation of the idea] This invention relates to a separate aeration type septic tank.
従来、この種の浄化槽は、第1図のように構成されてい
た。Conventionally, this type of septic tank has been constructed as shown in FIG.
1は分離室であり、流入水Wは、この分離室1で含有さ
れている固形分が沈澱分離される。1 is a separation chamber, and the solid content contained in the inflow water W is separated by precipitation in this separation chamber 1.
そして、固形物の除去された分離液は、移流管4を介し
て曝気室2に移流する。The separated liquid from which the solids have been removed is advected to the aeration chamber 2 via the advection pipe 4.
移流管4は、略中央部に設けられている。The advection tube 4 is provided approximately at the center.
曝気室2に移流した分離液は、ディフューザ5によって
曝気される。The separated liquid advected to the aeration chamber 2 is aerated by the diffuser 5.
このテ゛イフユーサ゛5は、その曝気等の効果を考えて
上記移流管4の曝気室側開口部の直下に設置されている
。Considering the effects of aeration, etc., this multiplexer 5 is installed directly below the aeration chamber side opening of the advection pipe 4.
曝気室2で曝気された曝気水は、沈澱室3を介して外部
に放流される。The aerated water aerated in the aeration chamber 2 is discharged to the outside via the precipitation chamber 3.
ところが、このような構成によると、分離室1と曝気室
2との水位が殆んど等しいような場合には、ディフュー
ザ5による曝気室2内の循環流の一部が分離室1側へ逆
流してしまい、長い時間の間には曝気室2内の活性汚泥
が多量に分離室1に返送されて処理機能が不安定となる
欠点があった。However, with such a configuration, when the water levels in the separation chamber 1 and the aeration chamber 2 are almost equal, part of the circulating flow in the aeration chamber 2 caused by the diffuser 5 flows back toward the separation chamber 1. This has the drawback that a large amount of activated sludge in the aeration chamber 2 is returned to the separation chamber 1 over a long period of time, making the treatment function unstable.
この考案は、このような欠点を除去するためになされた
もので、上記曝気室側に、上記循環流が移流口に逆流す
るのを防止するバッフルを設けることにより、機能を安
定させた浄化槽を提供することを目的とするもので゛あ
る。This idea was made to eliminate these drawbacks, and by providing a baffle on the aeration chamber side to prevent the circulating flow from flowing back into the advection port, a septic tank with stable functionality was created. It is intended to provide.
以下、この考案の一実施例を第2図および第3図を参照
して詳細に説明する。Hereinafter, one embodiment of this invention will be described in detail with reference to FIGS. 2 and 3.
7は、分離室1と曝気室2とを仕切る仕切り壁で、その
中央部には移流管4が設けられる。Reference numeral 7 denotes a partition wall that partitions the separation chamber 1 and the aeration chamber 2, and the advection pipe 4 is provided in the center of the partition wall.
この移流管4の曝気室側開口部は、略液位レベルに開口
されている。The aeration chamber side opening of this advection pipe 4 is opened to approximately the liquid level.
そして、上記仕切り壁7に対しディフューザ5の上部に
位置してバッフル6が固定されている。A baffle 6 is fixed to the partition wall 7 above the diffuser 5.
このバッフル6は、上記仕切り壁7に対してボルトによ
り固着された下端の垂直な支持部6aとこの支持部6a
に支持された傾斜部6bとからなっている。This baffle 6 includes a vertical support portion 6a at the lower end fixed to the partition wall 7 by bolts, and a vertical support portion 6a at the lower end.
It consists of an inclined part 6b supported by.
傾斜部6bは、上部を仕切り壁7と離間し一種の沈澱室
を形成し、曝気室2内の循環流(矢印)に対してその傾
斜面を対向させた状態で支持されており、循環流が移流
管4の開口部へ逆流するのを防止している。The inclined part 6b has an upper part separated from the partition wall 7 to form a kind of settling chamber, and is supported with its inclined surface facing the circulating flow (arrow) in the aeration chamber 2. is prevented from flowing back into the opening of the advection tube 4.
それと同時に、両側に連通部を形成し、移流管4にその
反対面を対向させているので、移流管4より供給される
分離液を第3図矢印のように両側に振り分けて曝気室2
内に導入する。At the same time, communication portions are formed on both sides, and the opposite side faces the advection tube 4, so that the separated liquid supplied from the advection tube 4 is distributed to both sides as shown by the arrow in FIG.
to be introduced within.
このようにすると、曝気室2内の循環流には特に影響を
与えることなく、逆流を確実に防止することか゛できる
。In this way, backflow can be reliably prevented without particularly affecting the circulating flow within the aeration chamber 2.
なお、移流部を曝気槽の液位より高くシ、分離室の液面
もそれに合せて高くすることによって逆流を防止するこ
とも考えられる。It is also possible to prevent backflow by setting the advection section higher than the liquid level in the aeration tank and increasing the liquid level in the separation chamber accordingly.
しかし、そのようにすると、曝気槽の放流水位が低くな
るので、設置場所によっては放流不可能となる。However, if this is done, the discharge water level of the aeration tank will be lowered, making it impossible to discharge water depending on the installation location.
また、分離室と曝気室との間に水位差があると、仕切り
壁の強度を大きくしなければならなくなるので好ましく
ない。Further, if there is a difference in water level between the separation chamber and the aeration chamber, it is not preferable because the strength of the partition wall must be increased.
以上のようにこの考案によれば、循環流の逆流を防止す
るバッフルを設けたので、曝気室内の活性汚泥が分離室
に返送されることは防止され、浄化槽として安定した機
能を発揮することができる。As described above, according to this invention, a baffle is provided to prevent the backflow of the circulating flow, so the activated sludge in the aeration chamber is prevented from being sent back to the separation chamber, and the septic tank can function stably. can.
さらに、循環流自体もより効果的に整流される。Furthermore, the circulating flow itself is more effectively rectified.
第1図は、従来の浄化槽の平面図、第2図は、この考案
の一実施例の要部の断面図、第3図は、同要部の平面図
である。
1・・・・・・分離室、2・・・・・・曝気室、4・・
・・・・移流管、5・・・・・・ティフユーザ、6・・
・・・・バッフル、6a・・・・・・支持部、6b・・
・・・・傾斜部、7・・・・・・仕切り壁。FIG. 1 is a plan view of a conventional septic tank, FIG. 2 is a sectional view of a main part of an embodiment of this invention, and FIG. 3 is a plan view of the main part. 1... Separation room, 2... Aeration room, 4...
... Advection tube, 5 ... Tiff user, 6 ...
... Baffle, 6a... Support part, 6b...
... Slanted part, 7 ... Partition wall.
Claims (1)
分離された分離液を曝気する曝気室と、この曝気室と上
記分離室とを仕切る仕切り壁と、下端が上記仕切り壁に
取付けられ上部は該仕切り壁と離間し、両側に連通部が
形成された上記曝気室内の上記分離室からの分離液移流
部に設けられたバッフルとを備えた浄化槽。a separation chamber that separates solids in inflowing wastewater; an aeration chamber that aerates the separated liquid separated in this separation chamber; a partition wall that partitions this aeration chamber and the separation chamber; and a lower end attached to the partition wall. and a baffle provided at a separated liquid advection section from the separation chamber in the aeration chamber, the upper part of which is spaced apart from the partition wall, and communication sections are formed on both sides of the aeration chamber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1979084073U JPS5843989Y2 (en) | 1979-06-18 | 1979-06-18 | septic tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1979084073U JPS5843989Y2 (en) | 1979-06-18 | 1979-06-18 | septic tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS563000U JPS563000U (en) | 1981-01-12 |
JPS5843989Y2 true JPS5843989Y2 (en) | 1983-10-05 |
Family
ID=29317268
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1979084073U Expired JPS5843989Y2 (en) | 1979-06-18 | 1979-06-18 | septic tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5843989Y2 (en) |
-
1979
- 1979-06-18 JP JP1979084073U patent/JPS5843989Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS563000U (en) | 1981-01-12 |
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