JPS5839839Y2 - Aeration type sewage septic tank - Google Patents

Aeration type sewage septic tank

Info

Publication number
JPS5839839Y2
JPS5839839Y2 JP1980017726U JP1772680U JPS5839839Y2 JP S5839839 Y2 JPS5839839 Y2 JP S5839839Y2 JP 1980017726 U JP1980017726 U JP 1980017726U JP 1772680 U JP1772680 U JP 1772680U JP S5839839 Y2 JPS5839839 Y2 JP S5839839Y2
Authority
JP
Japan
Prior art keywords
aeration
chamber
septic tank
type sewage
sewage septic
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
JP1980017726U
Other languages
Japanese (ja)
Other versions
JPS56118794U (en
Inventor
八郎 佐藤
丈衛 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 JP1980017726U priority Critical patent/JPS5839839Y2/en
Publication of JPS56118794U publication Critical patent/JPS56118794U/ja
Application granted granted Critical
Publication of JPS5839839Y2 publication Critical patent/JPS5839839Y2/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)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【考案の詳細な説明】 この考案は散気式汚水浄化槽に関する。[Detailed explanation of the idea] This invention relates to an aeration type sewage septic tank.

従来、汚水の浄化には、多量の空気を供給することによ
って、腐敗性汚泥等を酸化し、無機物化することが有効
であることが知られ、又、槽中の汚水に空気を供給する
形式の浄化槽が広く用いられている。
Conventionally, it has been known that it is effective to purify sewage by supplying a large amount of air to oxidize putrefactive sludge and turn it into inorganic substances. Septic tanks are widely used.

ところで、上記浄化槽において、散気を行う場合、予め
沈澱物を分離した後、上ずみ液のみを別の室に移し、こ
れに散気を行い浄化するいわゆる分離式の汚水浄化槽が
効率が優れているとされるが、この種の浄化槽には、分
離沈澱室、曝気室及び沈澱室等のいくつかの隔壁により
仕切られた室が必要であるため、家庭用の浄化槽のよう
に比較的小型のものにあっては、各室の水平断面形状が
、扁平な長方形状とされやすい。
By the way, when aeration is performed in the above-mentioned septic tank, the so-called separated type sewage septic tank is highly efficient, in which the sediment is separated in advance, and then only the upper liquid is transferred to another chamber, where it is purified by aeration. However, this type of septic tank requires several rooms separated by partition walls, such as a separate sedimentation chamber, an aeration chamber, and a settling chamber, so it is not possible to use a relatively small septic tank like a household septic tank. When it comes to objects, the horizontal cross-sectional shape of each chamber tends to be a flat rectangle.

しかしながら、特に曝気室における形状が扁平な形状と
されると、第1図に示すように空気の供給を行う散気管
Aを室の下隅方向に配置しても、上昇する気泡Bにより
生じる水流は、曝気室内部が中挟とされているため、部
分的な対流(矢印P)となりやすく、室内を均一に循環
する対流にはされず、このため曝気される汚水が部分的
に偏り、均一処理が期待できないといった欠点があった
However, especially when the shape of the aeration chamber is flat, even if the aeration tube A that supplies air is placed toward the lower corner of the chamber as shown in Figure 1, the water flow generated by the rising bubbles B will be Since the inside of the aeration chamber is sandwiched between spaces, partial convection (arrow P) tends to occur, and the convection does not circulate uniformly within the room.As a result, the aerated wastewater is unevenly distributed in some areas, resulting in uniform treatment. There was a drawback that it was difficult to expect.

さらに、上記散気管Aは、曝気室の下隅に配設されてい
るので、管に毛髪等のせん維状物が巻き付くと、槽内に
逆方向に流れる環流を起させて行う、いわゆる逆洗を行
っても容易に除去され難いといった欠点があった。
Furthermore, since the aeration pipe A is arranged at the lower corner of the aeration chamber, when fibrous materials such as hair get wrapped around the pipe, a so-called reverse flow is caused, which causes a reflux to flow in the opposite direction inside the tank. It has a drawback that it is difficult to remove even if it is washed.

この考案は上記欠点に鑑み、扁平な形状を有する曝気室
であっても、安定した状態の対流が得られ、又逆洗時に
も毛髪類の除却が効率よく行い得る散気式汚水浄化槽を
提供することを目的としてなされたものであって、水平
断面形状が扁平な長方形状をなす曝気室内に、鉄車の長
辺を形成する相対向した一対の側壁の下方における長手
方向中央部に散気管が巾方向に配設されて構成されたこ
とを特徴とするものである。
In view of the above-mentioned drawbacks, this invention provides an aeration-type sewage septic tank that can provide stable convection even in a flat aeration chamber and can efficiently remove hair during backwashing. This was done for the purpose of are arranged in the width direction.

次に、この考案を実施例により説明する。Next, this invention will be explained using examples.

第2図はこの考案の実施例の要部断面図、第3図は第2
図のlll−■II線断面図、第4図は第2図のIV−
IV線断面図である。
Figure 2 is a sectional view of the main part of an embodiment of this invention, and Figure 3 is a cross-sectional view of the main part of the embodiment of this invention.
Figure 4 is a sectional view taken along line lll-■II in the figure, and Figure 4 is IV- in Figure 2.
It is a sectional view taken along the line IV.

この考案の散気式汚水浄化槽1は、沈澱分離室11、曝
気室12及び沈澱室13等から構成され、水平断面形状
が第2図に示すように長辺の長さが短辺の長さのほぼ2
倍、あるいはそれ以上とされた扁平な長方形状・をなす
曝気室12内に、鉄車12の長辺を形成する相対向した
一対の側壁12A、12Aの下方における長手方向中央
部に、第3図あるいは第4図に示すよう、散気管12B
が巾方向に架け渡されて構成されている。
The aeration type sewage septic tank 1 of this invention is composed of a sedimentation separation chamber 11, an aeration chamber 12, a sedimentation chamber 13, etc., and its horizontal cross-sectional shape is such that the length of the long side is the length of the short side as shown in FIG. almost 2 of
In the aeration chamber 12, which has a flat rectangular shape that is double or larger in size, a third As shown in the figure or Fig. 4, the air diffuser 12B
are constructed by spanning in the width direction.

また、この散気管12Bの下方には、断面U字状をなす
受は部材12Cを前記側壁12A、12Aに支持されて
配設することが好ましい。
Further, it is preferable that a support member 12C having a U-shaped cross section is disposed below the diffuser pipe 12B and supported by the side walls 12A, 12A.

向上記数気管12Bは、上面に空気噴出孔12B′・・
・・・・12B′が多数穿設された管状体とされ、一端
が送気管14に接続されている。
The improved trachea 12B has air ejection holes 12B' on the upper surface.
...12B' is a tubular body with a large number of holes, and one end is connected to the air pipe 14.

又、受は部材12Cは側壁12A、12Aに一体に突設
されたブラケツ) 12 D、12 Dに固定され、曝
気室12の底面12′より離れた位置に固定されている
The receiver member 12C is fixed to brackets (12D, 12D) integrally projecting from the side walls 12A, 12A, and is fixed at a position away from the bottom surface 12' of the aeration chamber 12.

この受は部材12Cにより汚水中の浮遊異物が散気管1
2Bに直接からみ付くのが防止される。
This receiver uses member 12C to remove floating foreign matter in the waste water from the air diffuser pipe 1.
Direct entanglement with 2B is prevented.

第5図はこの考案の実施例の使用状態を示す説明図であ
って、曝気室12内に満たされた汚水W中に、散気管1
2Bを介して空気を噴出させると、気泡Bは室12の長
手方向中心線より上方へ向い、これにより上昇流(矢印
Q)を生じさせる。
FIG. 5 is an explanatory diagram showing the usage state of the embodiment of this invention, in which the aeration pipe 1 is placed in the waste water W filled in the aeration chamber 12.
When air is ejected through 2B, the bubbles B are directed upwardly from the longitudinal centerline of the chamber 12, thereby creating an upward flow (arrow Q).

この上昇流(矢印Q)は水面W′において、長手方向に
沿って二方向に分かれる流れを起させ、もって室12内
において互いに逆方向に循環する2つの対流(矢印Q1
.Q2)を生じさせる。
This upward flow (arrow Q) causes a flow to split into two directions along the longitudinal direction at the water surface W', resulting in two convection currents (arrow Q1) circulating in opposite directions within the chamber 12.
.. Q2) occurs.

この対流(矢印Q1.Q2)は、いずれも、相反した流
れの層の間隔dが、室12の形状より十分に離されるの
で、室12内を均一に循環する流れとなり、汚水Wに対
し、均一な曝気が行われるのである。
In both of these convection flows (arrows Q1 and Q2), the distance d between the opposing flow layers is sufficiently separated from the shape of the chamber 12, so that the flow circulates uniformly within the chamber 12, and the sewage W is Uniform aeration is achieved.

なお、曝気室12と沈澱室13との間の側壁12Aは、
第4図に示すように下端部で連通しているため、上述の
循環対流の流れが側壁12Aの下部連通開口面に対し平
行となり、この流れによって沈澱室底部のみに乱流が惹
起され沈澱室底部が攪拌されて沈澱室内での沈澱物の過
剰堆積が良く防止され、沈澱室の機能がそこなわれるの
を防止するのである。
Note that the side wall 12A between the aeration chamber 12 and the precipitation chamber 13 is
As shown in FIG. 4, since the lower end is connected, the flow of the circulation convection described above becomes parallel to the lower communication opening surface of the side wall 12A, and this flow causes turbulent flow only at the bottom of the settling chamber. By stirring the bottom part, excessive accumulation of sediment in the settling chamber is effectively prevented, and the function of the settling chamber is prevented from being impaired.

この考は以上のように構成されているので、曝気室の形
状が、比較的扁平な形状とされる散気式汚水浄化槽であ
っても均一な曝気処理が可能となり、又逆に、この考案
によれば、曝気室の断面形状が扁平とされていても均一
な曝気処理が可能となるから、曝気効率を妨げることな
く浄化槽の小型化を図ることができ、又、散気管によっ
て引き起される循環対流は沈澱室内の沈澱物をその底部
のみで攪拌させ、この攪拌流により沈澱物を再び曝気室
内へと移流させることも出来るので、沈澱室の機能が過
剰堆積によって損なわれるのが防止されるのである。
Since this idea is constructed as described above, uniform aeration treatment is possible even in a diffused sewage septic tank where the shape of the aeration chamber is relatively flat. According to the above, uniform aeration treatment is possible even if the cross-sectional shape of the aeration chamber is flat, so it is possible to downsize the septic tank without impeding the aeration efficiency, and it is possible to reduce the amount of water caused by the aeration pipe. The circulating convection stirs the sediment in the settling chamber only at its bottom, and this stirring flow can also advect the sediment back into the aeration chamber, preventing the function of the settling chamber from being impaired by excessive sedimentation. It is.

散気管の下方にU字状部材を配設した場合は、散気管に
直接毛髪等の異物がからみ付くおそれがなく、これらに
より空気噴出が妨げられることはない。
When the U-shaped member is disposed below the air diffuser, there is no risk of foreign matter such as hair getting entangled directly in the air diffuser, and air jetting will not be hindered by these foreign objects.

又、曝気室底面から離れた位置に支持されているから逆
洗を行った場合でも、異物が簡単に除去し得、保守も容
易であるなど種々の実的効果を有するのである。
Furthermore, since it is supported at a position away from the bottom of the aeration chamber, it has various practical effects such as easy removal of foreign matter even when backwashing is performed and maintenance is easy.

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

第1図は従来例の説明図、第2図はこの考案の実施例の
水平断面図、第3図は第2図のIII−I■■線断面図
、第4図は第2図のIV−IV線断面図、第5図は実施
例の使用状態を示す説明図である。 1・・・・・・散気式汚水浄化槽、11・・・・・・沈
澱分離室、12・・・・・・曝気室、13・・・・・・
沈澱室、12A・・・・・・側壁、12B・・・・・・
散気管、12C・・・・・・受は部材。
Fig. 1 is an explanatory diagram of a conventional example, Fig. 2 is a horizontal sectional view of an embodiment of this invention, Fig. 3 is a sectional view taken along the line III-I in Fig. 2, and Fig. 4 is an IV in Fig. 2. -IV line sectional view and FIG. 5 are explanatory diagrams showing the usage state of the embodiment. 1... Aeration type sewage septic tank, 11... Sedimentation separation room, 12... Aeration room, 13...
Sedimentation chamber, 12A...Side wall, 12B...
Diffuser pipe, 12C...The receiver is a component.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水平断面形状が扁平な長方形状をなす曝気室内に、鉄車
の長辺を形成する相対向した一対の側壁の下方における
長手方向中央部に散気管が巾方向に配設されていること
を特徴とする散気式汚水浄化槽。
The aeration chamber has a flat rectangular horizontal cross section, and is characterized by an aeration pipe disposed in the width direction at the center in the longitudinal direction below a pair of opposing side walls forming the long sides of the train. Aeration-type sewage septic tank.
JP1980017726U 1980-02-13 1980-02-13 Aeration type sewage septic tank Expired JPS5839839Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980017726U JPS5839839Y2 (en) 1980-02-13 1980-02-13 Aeration type sewage septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980017726U JPS5839839Y2 (en) 1980-02-13 1980-02-13 Aeration type sewage septic tank

Publications (2)

Publication Number Publication Date
JPS56118794U JPS56118794U (en) 1981-09-10
JPS5839839Y2 true JPS5839839Y2 (en) 1983-09-07

Family

ID=29614066

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980017726U Expired JPS5839839Y2 (en) 1980-02-13 1980-02-13 Aeration type sewage septic tank

Country Status (1)

Country Link
JP (1) JPS5839839Y2 (en)

Also Published As

Publication number Publication date
JPS56118794U (en) 1981-09-10

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