JPH1066987A - Air diffuser of septic tank - Google Patents

Air diffuser of septic tank

Info

Publication number
JPH1066987A
JPH1066987A JP8226254A JP22625496A JPH1066987A JP H1066987 A JPH1066987 A JP H1066987A JP 8226254 A JP8226254 A JP 8226254A JP 22625496 A JP22625496 A JP 22625496A JP H1066987 A JPH1066987 A JP H1066987A
Authority
JP
Japan
Prior art keywords
diffuser
air
air diffuser
tube
aeration
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.)
Pending
Application number
JP8226254A
Other languages
Japanese (ja)
Inventor
Takayoshi Nakaoka
敬善 中岡
Harumori Kawagoe
治衞 川越
Shinya Hirota
伸也 広田
Shin Matsugi
伸 真継
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP8226254A priority Critical patent/JPH1066987A/en
Publication of JPH1066987A publication Critical patent/JPH1066987A/en
Pending 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)

Abstract

PROBLEM TO BE SOLVED: To prevent the clogging of a diffuser hole with sludge by forming plural diffuser holes in a diffuser pipe formed by a flexible body, supplying air to the diffuser pipe which is inflated to inject the air from the holes and stopping the air supply to deflate the diffuser pipe to close the holes. SOLUTION: A liq. mixture of activated sludge and sewage is stored in an aeration tank 3, and an air diffuser consisting of a diffuser pipe 1 formed by a flexible body is arranged below a membrane separator. When aeration is conducted, air is supplied to the diffuser from a blower 6 outside the aeration tank through an air feed pipe 5 and injected into the liq. mixture from a diffuser hole 2 to dissolve oxygen. A cleaning circulating current is generated to clean the membrane separator 4. Meanwhile, when aeration is stopped, the supply of air to the diffuser pipe 1 is stopped, the diffuser pipe 1 is deflated and flattened to close the diffuser hole 2 with the inner wall of the pipe 1, hence the activated sludge does not intrude into the pipe 1, and the clogging of the hole 2 with the sludge is prevented.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、浄化槽の散気装置
に関するものである。
The present invention relates to a diffuser for a septic tank.

【0002】[0002]

【従来の技術】従来例としては、図9に示されるよう
に、ばっ気槽101に貯留した活性汚泥と原水との混合
液に酸素を溶解させることと、膜分離装置の洗浄回流を
発生させるため、ばっ気槽101の底部に散気装置10
2を設置している。この散気装置102は、ポリ塩化ビ
ニル製のパイプ等で構成され、その底部に直径数mmの複
数の散気孔103が下方に向けて形成され、その基端側
が給気管104を介して送風機105に連通している。
そして、窒素除去の膜分離式浄化においては、間欠にば
っ気をすることで窒素除去を行っている。
2. Description of the Related Art As a conventional example, as shown in FIG. 9, oxygen is dissolved in a mixed solution of activated sludge and raw water stored in an aeration tank 101, and a washing circulation of a membrane separation device is generated. Therefore, the air diffuser 10 is provided at the bottom of the aeration tank 101.
2 are installed. The air diffuser 102 is composed of a polyvinyl chloride pipe or the like. A plurality of air diffusers 103 having a diameter of several millimeters are formed at the bottom of the air diffuser 102 at the bottom thereof. Is in communication with
In the membrane separation type purification of nitrogen removal, nitrogen is removed by intermittently aerating.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来例におい
ては、散気停止時には、散気孔103を通して活性汚泥
と原水との混合液が散気装置102の内部に流入する。
これにより、活性汚泥法では、特に汚泥の濃度が高いた
め、散気装置102の目詰まりが著しく、膜の寿命低下
や浄化性能の低下を招く。散気装置102の目詰まりを
防止するためには、散気孔103を大きくすることが望
まれるが、散気孔103を大きくすると、散気効率が低
下する。また、散気孔103を大きくしても、いずれは
散気孔103が閉塞することを防止することはできな
い。
However, in the conventional example, when the air diffusion is stopped, the mixed liquid of the activated sludge and the raw water flows into the air diffusion device 102 through the air diffusion holes 103.
Accordingly, in the activated sludge method, since the concentration of the sludge is particularly high, clogging of the air diffuser 102 is remarkable, which causes a reduction in the life of the membrane and a reduction in purification performance. In order to prevent the air diffuser 102 from being clogged, it is desirable to increase the size of the air diffusion holes 103. However, if the size of the air diffusion holes 103 is increased, the air diffusion efficiency decreases. In addition, even if the diffuser holes 103 are enlarged, it is not possible to prevent the diffuser holes 103 from being blocked.

【0004】一方、多数のスリットを有するゴム膜が空
気圧により開閉する逆止機構つきの散気管が知られてい
るが、動差圧が0.05kgf/cm2 と大きく、送風機10
5に負担がかかるという問題があった。本発明はこの点
に鑑みてなされたものであり、ばっ気停止時に、ばっ気
槽内の汚泥が散気装置内に流入することがなく、そのた
め、汚泥による散気孔の閉塞を防止できる浄化槽の散気
装置を提供することを目的とするものである。
On the other hand, a diffuser tube with a check mechanism in which a rubber film having a number of slits is opened and closed by air pressure is known, but the dynamic differential pressure is as large as 0.05 kgf / cm 2 ,
There is a problem that 5 is burdensome. The present invention has been made in view of this point, and when the aeration is stopped, the sludge in the aeration tank does not flow into the diffusion device, and therefore, the purification tank that can prevent the clogging of the diffusion holes by the sludge can be prevented. It is an object to provide a diffuser.

【0005】[0005]

【課題を解決するための手段】本発明の請求項1記載の
浄化槽の散気装置は、柔軟性体で形成した散気管を備
え、該散気管に複数の散気孔を形成し、散気管に空気を
供給すると散気管が膨張して散気孔より空気を噴出し、
空気の供給を停止すると水圧により散気管が偏平に収縮
して散気管の内壁により散気孔が閉塞されることを特徴
とするものである。
According to a first aspect of the present invention, there is provided an air diffuser for a septic tank having an air diffuser formed of a flexible body, a plurality of air diffuser holes formed in the air diffuser, and an air diffuser formed in the air diffuser. When air is supplied, the diffuser tube expands and blows out air from the diffuser holes,
When the supply of air is stopped, the air diffuser is contracted flat by water pressure, and the air diffuser is closed by the inner wall of the air diffuser.

【0006】本発明の請求項2記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置において、散気管
を散気管ケースに収容し、散気管ケースの内面から散気
管の散気孔のない部分を圧縮するばねを設けてなること
を特徴とするものである。
According to a second aspect of the present invention, there is provided a diffuser for a septic tank according to the first aspect of the present invention, wherein the diffuser is housed in a diffuser case, and the diffuser is diffused from an inner surface of the diffuser case. It is characterized in that a spring for compressing a portion without pores is provided.

【0007】本発明の請求項3記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置において、散気管
と弾性管とを散気管ケースに収容し、散気管の下部に沿
わせて弾性管を配置してなることを特徴とするものであ
る。
According to a third aspect of the present invention, there is provided an air diffuser for a septic tank according to the first aspect of the present invention, wherein the diffuser tube and the elastic tube are accommodated in a diffuser tube case, and are provided along a lower portion of the air diffuser tube. The elastic tube is also arranged.

【0008】本発明の請求項4記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置において、散気管
の内周面に沿わせて剛性管を配置し、該剛性管に散気孔
と連通しない開口部を形成してなることを特徴とするも
のである。
According to a fourth aspect of the present invention, there is provided an air diffuser for a septic tank according to the first aspect of the present invention, wherein a rigid pipe is arranged along the inner peripheral surface of the air diffuser. An opening which does not communicate with the air diffusing hole is formed.

【0009】本発明の請求項5記載の浄化槽の散気装置
は、請求項4記載の浄化槽の散気装置において、剛性管
の開口部に当接する散気管の内周面に散気孔と連通しな
い凹所を形成してなることを特徴とするものである。
According to a fifth aspect of the present invention, there is provided an air diffuser for a septic tank according to the fourth aspect, wherein the inner peripheral surface of the air diffuser which is in contact with the opening of the rigid pipe does not communicate with the air diffuser hole. It is characterized by forming a recess.

【0010】[0010]

【発明の実施の形態】図1は、本発明の第一実施形態で
ある浄化槽の散気装置の使用状態を示す構成図である。
図2は、同実施形態である浄化槽の散気装置に使用され
る散気管の断面図であり、図2(a)は、ばっ気時の状
態を示すものであり、図2(b)は、ばっ気停止時の状
態を示すものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a configuration diagram showing a use state of a diffuser for a septic tank according to a first embodiment of the present invention.
FIG. 2 is a cross-sectional view of an air diffuser tube used in the air diffuser of the septic tank according to the embodiment, FIG. 2 (a) shows a state at the time of aeration, and FIG. , Shows the state at the time of stopping the aeration.

【0011】図1に示されるように、この浄化槽の散気
装置は、柔軟性体で形成した散気管1から構成されてお
り、散気管1の上部に複数の散気孔2を略等間隔を隔て
て、一列になるように形成している。散気管1は、これ
に空気を供給すると膨張して散気孔より空気を噴出し、
空気の供給を停止すると水圧により偏平に収縮して散気
管1の内壁により散気孔2が閉塞される柔軟性体で形成
されており、その材質は、ゴム(EPDM等)等を使用
でき、散気孔2の孔径は3mmである。
As shown in FIG. 1, the air diffuser of this septic tank comprises an air diffuser tube 1 formed of a flexible body. They are formed so as to be separated from each other. When air is supplied to the air diffuser 1, the air diffuser 1 expands and ejects air from the air diffuser,
When the supply of air is stopped, it is made of a flexible body which contracts flat by water pressure and is closed by the inner wall of the diffuser tube 1 and the diffuser hole 2 is made of rubber (EPDM or the like). The pore diameter of the pore 2 is 3 mm.

【0012】以下に、図1及び図2に基づいて、この浄
化槽の散気装置について詳しく説明する。図1に示され
るように、ばっ気槽3の内部には活性汚泥と汚水との混
合液を貯留し、膜分離装置4が配置され、膜分離装置4
の下方に散気管1から構成される散気装置が配置されて
いる。
Hereinafter, the air diffuser of the septic tank will be described in detail with reference to FIGS. 1 and 2. As shown in FIG. 1, a mixed solution of activated sludge and sewage is stored in an aeration tank 3, and a membrane separation device 4 is disposed.
An air diffusion device including an air diffusion tube 1 is disposed below the air diffusion device.

【0013】そして、ばっ気時には、散気装置に給気管
5を介してばっ気槽3外の送風機6から空気が供給さ
れ、この空気が、散気孔2から活性汚泥と汚水との混合
液中へと噴出し、酸素を溶解させると共に膜分離装置4
の洗浄回流を発生させ、膜分離装置4を洗浄する。
When aeration is performed, air is supplied from a blower 6 outside the aeration tank 3 to the aeration device via an air supply pipe 5, and the air is supplied from a diffusion hole 2 to a mixed solution of activated sludge and sewage. To dissolve oxygen and to separate the membrane
Is generated, and the membrane separation device 4 is washed.

【0014】一方、活性汚泥と汚水との混合液は、膜吸
引ポンプ7によりろ過され、処理水として消毒槽等に送
られる。窒素の除去は間欠ばっ気により実施する。即
ち、ばっ気時には、ばっ気槽3内が好気性雰囲気とな
り、硝化反応が行われる。ばっ気停止時には、ばっ気槽
3内が嫌気性雰囲気となり、脱窒反応が行われる。従っ
て、間欠ばっ気により硝化反応と脱窒反応とが交互に繰
り返して行われる。
On the other hand, a mixture of activated sludge and sewage is filtered by a membrane suction pump 7 and sent to a disinfection tank or the like as treated water. Nitrogen is removed by intermittent aeration. That is, during aeration, the inside of the aeration tank 3 becomes an aerobic atmosphere, and the nitrification reaction is performed. When the aeration is stopped, the inside of the aeration tank 3 becomes an anaerobic atmosphere, and a denitrification reaction is performed. Therefore, the nitrification reaction and the denitrification reaction are alternately repeated by intermittent aeration.

【0015】ばっ気時には、散気装置に空気が供給さ
れ、送風機6の吐出圧により散気管1は円筒形状を保持
し、散気孔2から活性汚泥と汚水との混合液中へと空気
を噴出する。この状態が図2(a)に示される。送風機
6の吐出圧は、散気装置の水深1.6mにおける水頭圧
が0.016kgf/cm2 程度であり、低圧でばっ気が可能
である。
At the time of aeration, air is supplied to the air diffuser, the air diffuser 1 keeps a cylindrical shape by the discharge pressure of the blower 6, and the air is blown out from the air diffuser 2 into the mixed liquid of activated sludge and sewage. I do. This state is shown in FIG. Regarding the discharge pressure of the blower 6, the head pressure at a water depth of 1.6 m of the air diffuser is about 0.016 kgf / cm 2 , and aeration is possible at a low pressure.

【0016】一方、ばっ気停止時には、散気管1への空
気の供給が停止され、水圧により散気管1は偏平に収縮
し、散気管1の内壁により散気孔2が閉塞され、散気管
1の内部に活性汚泥等が侵入しないため、汚泥による散
気孔2の閉塞を防止することができる。この状態が図2
(b)に示される。
On the other hand, when the aeration is stopped, the supply of air to the air diffuser 1 is stopped, the air diffuser 1 contracts flatly due to the water pressure, the air diffuser 2 is closed by the inner wall of the air diffuser 1, and the air diffuser 1 is closed. Since activated sludge and the like do not enter inside, it is possible to prevent the air diffusion holes 2 from being blocked by the sludge. This state is shown in FIG.
It is shown in (b).

【0017】図3は、本発明の第二実施形態である浄化
槽の散気装置に使用される散気管の断面図であり、図3
(a)は、ばっ気時の状態を示すものであり、図3
(b)は、ばっ気停止時の状態を示すものである。
FIG. 3 is a cross-sectional view of an air diffuser tube used in an air diffuser for a septic tank according to a second embodiment of the present invention.
FIG. 3A shows a state at the time of aeration, and FIG.
(B) shows the state at the time of stopping the aeration.

【0018】図3に示されるように、この浄化槽の散気
装置の図1及び図2に示される浄化槽の散気装置との相
違点は、散気管1を散気管ケース8に収容し、散気管ケ
ース8の内面から散気管1の散気孔2のない部分を圧縮
するばね9を設けている点である。その他の構成は、図
1及び図2に示される浄化槽の散気装置と同様である。
As shown in FIG. 3, the difference between the diffuser of the septic tank and the diffuser of the septic tank shown in FIGS. 1 and 2 is that the diffuser tube 1 is accommodated in a diffuser tube case 8 and The point is that a spring 9 is provided to compress a portion of the air diffuser tube 1 without the air diffusion hole 2 from the inner surface of the trachea case 8. Other configurations are the same as those of the air diffuser of the septic tank shown in FIGS.

【0019】図3に示されるように、散気管ケース8
は、四角筒状であり、散気孔2に対応する位置にそれぞ
れ散気補助孔10が形成されており、散気管ケース8が
散気孔2を塞ぐことがないようにしている。また、散気
管1の散気孔2のない下部外面と散気管ケース8底面と
の間にばね9が配置され、ばね9は散気管1と共に、散
気管ケース8に収容されている。そして、ばね9の押付
力は、ばっ気時に散気管1が変形しない程度に設定され
ている。
As shown in FIG. 3, the diffuser case 8
Is formed in a quadrangular cylindrical shape, and diffuser auxiliary holes 10 are respectively formed at positions corresponding to the diffuser holes 2 so that the diffuser tube case 8 does not block the diffuser holes 2. Further, a spring 9 is arranged between the lower outer surface of the air diffuser 1 having no air diffusion holes 2 and the bottom surface of the air diffuser case 8, and the spring 9 is housed in the air diffuser case 8 together with the air diffuser 1. The pressing force of the spring 9 is set to such an extent that the air diffuser 1 is not deformed during aeration.

【0020】この場合には、ばっ気時には、散気装置に
空気が供給され、送風機6の吐出圧により散気管1は円
筒形状を保持すると共に、ばね9を圧縮し、散気孔2か
ら活性汚泥と汚水との混合液中へと空気を噴出する。こ
の状態が図3(a)に示される。
In this case, at the time of aeration, air is supplied to the air diffuser, and the diffuser tube 1 maintains a cylindrical shape by the discharge pressure of the blower 6, compresses the spring 9, and activates the activated sludge from the air diffuser hole 2. Air is spouted into the mixture of water and sewage. This state is shown in FIG.

【0021】一方、ばっ気停止時には、ばね9の押付力
により散気管1は、速やかに偏平に圧縮される。これに
より、散気管1の内壁により散気孔2が閉塞され、散気
管1の内部に活性汚泥等が侵入しないため、汚泥による
散気孔2の閉塞を防止することができる。この場合に
は、ばね9の押付力により散気管1が偏平に圧縮される
ので、図1の場合に比べて応答性に優れるため、より信
頼性が高い。この状態が図3(b)に示される。
On the other hand, when the aeration is stopped, the air diffuser 1 is quickly compressed flat by the pressing force of the spring 9. Thereby, the air diffuser 2 is closed by the inner wall of the diffuser 1, and the activated sludge or the like does not enter the inside of the diffuser 1, so that the air diffuser 2 can be prevented from being blocked by the sludge. In this case, since the air diffuser 1 is compressed flat by the pressing force of the spring 9, the responsiveness is better than in the case of FIG. 1 and the reliability is higher. This state is shown in FIG.

【0022】図4は、本発明の第三実施形態である浄化
槽の散気装置の使用状態を示す構成図である。図5は、
同実施形態である浄化槽の散気装置の断面図であり、図
5(a)は、ばっ気時の状態を示すものであり、図5
(b)は、ばっ気停止時の状態を示すものである。
FIG. 4 is a configuration diagram showing a use state of the air diffuser of the septic tank according to the third embodiment of the present invention. FIG.
It is sectional drawing of the air diffuser of the septic tank which is the same embodiment, FIG.5 (a) shows the state at the time of aeration, FIG.
(B) shows the state at the time of stopping the aeration.

【0023】図4及び図5に示されるように、この浄化
槽の散気装置の図1及び図2に示される浄化槽の散気装
置との相違点は、散気管1と弾性管11とを散気管ケー
ス8に収容し、散気管1の下部に沿わせて弾性管11を
配置している点である。その他の構成は、図1及び図2
に示される浄化槽の散気装置と同様である。
As shown in FIGS. 4 and 5, the difference between the diffuser of the septic tank and the diffuser of the septic tank shown in FIGS. 1 and 2 is that the diffuser 1 and the elastic pipe 11 are diffused. The elastic tube 11 is accommodated in the trachea case 8 and arranged along the lower part of the air diffuser 1. Other configurations are shown in FIGS.
Is similar to the air diffuser of the septic tank shown in FIG.

【0024】図5に示されるように、弾性管11は円筒
形状で、伸縮自在であり、その材質は、ゴム(EPDM
等)等を使用できる。図4に示されるように、送風機6
と散気管1及び弾性管11とは三方弁12を介して接続
されており、図4におけるA方向切替時、即ちばっ気時
には散気管1に空気が供給され、図4におけるB方向切
替時、即ち、ばっ気停止時には弾性管11に空気が供給
される。
As shown in FIG. 5, the elastic tube 11 has a cylindrical shape and is expandable and contractible, and is made of rubber (EPDM).
Etc.) can be used. As shown in FIG.
The air diffuser 1 and the elastic tube 11 are connected via a three-way valve 12, and when the direction A in FIG. 4 is switched, that is, air is supplied to the air diffuser 1 during aeration, and when the direction B in FIG. That is, air is supplied to the elastic tube 11 when the aeration is stopped.

【0025】そして、散気管1に空気が供給されるばっ
気時には、送風機6の吐出圧により散気管1は円筒形状
を保持し、散気孔2から活性汚泥と汚水との混合液中へ
と空気を噴出する。この時には、弾性管11は偏平に圧
縮される。この状態が図5(a)に示される。
When air is supplied to the air diffuser 1, the air diffuser 1 retains a cylindrical shape by the discharge pressure of the blower 6, and the air flows from the air diffuser 2 into the mixed liquid of activated sludge and sewage. Squirt. At this time, the elastic tube 11 is compressed flat. This state is shown in FIG.

【0026】一方、弾性管11に空気が供給されるばっ
気停止時には、弾性管11が膨張すると共に、散気管1
は残留空気を排気しつつ速やかに偏平に圧縮される。こ
の状態が図5(b)に示される。
On the other hand, when the air supply to the elastic tube 11 is stopped, the elastic tube 11 expands and the air diffuser 1
Is quickly compressed flat while exhausting residual air. This state is shown in FIG.

【0027】これにより、散気管1の内壁により散気孔
2が閉塞され、散気管1の内部に活性汚泥等が侵入しな
いため、汚泥による散気孔2の閉塞を防止することがで
きる。この場合には、膨張した弾性管11により散気管
1が偏平に圧縮されるので、図1及び図2の場合に比べ
て均等に散気管1を圧縮することができる。
Thus, since the diffuser hole 2 is closed by the inner wall of the diffuser tube 1 and activated sludge or the like does not enter the inside of the diffuser tube 1, the diffuser hole 2 can be prevented from being blocked by sludge. In this case, since the diffuser tube 1 is compressed flat by the expanded elastic tube 11, the diffuser tube 1 can be compressed more evenly than in the case of FIGS.

【0028】図6は、本発明の第四実施形態である浄化
槽の散気装置の一部破断した正面図である。図7は、同
実施形態である浄化槽の散気装置の要部断面図であり、
図7(a)は、ばっ気時の状態を示すものであり、図7
(b)は、ばっ気停止時の状態を示すものである。
FIG. 6 is a partially cutaway front view of a septic tank air diffuser according to a fourth embodiment of the present invention. FIG. 7 is a cross-sectional view of a main part of the air purification device for a septic tank according to the embodiment;
FIG. 7A shows a state at the time of aeration, and FIG.
(B) shows the state at the time of stopping the aeration.

【0029】図6及び図7に示されるように、この浄化
槽の散気装置の図1及び図2に示される浄化槽の散気装
置との相違点は、散気管1の内周面に沿わせて剛性管1
3を配置し、該剛性管13に散気孔2と連通しない開口
部14を形成している点である。その他の構成は、図1
及び図2に示される浄化槽の散気装置と同様である。
As shown in FIG. 6 and FIG. 7, the difference between the air diffuser of the septic tank and the air diffuser of the septic tank shown in FIG. 1 and FIG. And rigid pipe 1
3 is provided, and an opening 14 that does not communicate with the air diffusing hole 2 is formed in the rigid pipe 13. Other configurations are shown in FIG.
And it is the same as the air diffuser of the septic tank shown in FIG.

【0030】図6及び図7に示されるように、散気装置
は、弾性体で形成した散気管1の内周面に沿わせて剛性
管13が配置されている。剛性管13は円筒形状であ
り、その材質は、ポリ塩化ビニル等のプラスチック、金
属等を使用できる。
As shown in FIGS. 6 and 7, in the air diffuser, a rigid pipe 13 is arranged along the inner peripheral surface of the air diffuser 1 formed of an elastic body. The rigid tube 13 has a cylindrical shape, and the material thereof may be plastic such as polyvinyl chloride, metal, or the like.

【0031】そして、散気管1に形成された複数の散気
孔2の近傍に、これと連通しないように位置をずらせて
剛性管13に開口部14を形成する。開口部14の開口
径は、受圧面積を確保し、散気管1の膨張を容易にする
ため、散気孔の孔径の約三倍の10mmに設定する。
Then, an opening 14 is formed in the rigid pipe 13 near the plurality of air diffusion holes 2 formed in the air diffusion pipe 1 so as not to communicate with them. The opening diameter of the opening 14 is set to 10 mm, which is about three times the diameter of the diffuser hole, in order to secure a pressure receiving area and facilitate the expansion of the diffuser tube 1.

【0032】この場合には、ばっ気時に、給気管5を介
して散気装置に空気が供給されると、剛性管13に空気
が供給され、開口部14から散気管1の内壁へと空気が
噴出する。これにより、散気管1が膨張して、散気管1
の内壁と剛性管13の開口部14との間に隙間15が生
じ、剛性管13に供給された空気は、隙間15を通過し
て、散気孔2から活性汚泥と汚水との混合液中へと流出
する。この状態が図7(a)に示される。
In this case, when air is supplied to the air diffuser through the air supply pipe 5 during the aeration, the air is supplied to the rigid pipe 13 and the air is supplied from the opening 14 to the inner wall of the air diffuser 1. Squirts. Thereby, the air diffuser 1 expands, and the air diffuser 1
A gap 15 is formed between the inner wall of the rigid pipe 13 and the opening 14 of the rigid pipe 13, and the air supplied to the rigid pipe 13 passes through the gap 15 and enters the mixed liquid of the activated sludge and the sewage from the air diffusing hole 2. And outflow. This state is shown in FIG.

【0033】一方、ばっ気停止時には、開口部14から
散気管1の内壁へと空気が噴出しないため、水圧により
散気管1が収縮して、剛性管13の外壁により散気孔2
が閉塞され、散気管1の内部に活性汚泥等が侵入しない
ため、汚泥による散気孔2の閉塞を防止することができ
る。この状態が図7(b)に示される。
On the other hand, when the aeration is stopped, the air does not blow out from the opening 14 to the inner wall of the diffuser tube 1, so that the diffuser tube 1 contracts due to water pressure, and the diffuser holes 2 are formed by the outer wall of the rigid tube 13.
Is blocked, and activated sludge or the like does not enter the inside of the air diffuser 1, so that the air diffuser 2 can be prevented from being blocked by the sludge. This state is shown in FIG.

【0034】図8は、本発明の第五実施形態である浄化
槽の散気装置の要部断面図であり、図8(a)は、ばっ
気時の状態を示すものであり、図8(b)は、ばっ気停
止時の状態を示すものである。
FIG. 8 is a cross-sectional view of a main part of an air diffuser for a septic tank according to a fifth embodiment of the present invention. FIG. 8 (a) shows a state at the time of aeration, and FIG. b) shows the state at the time of stopping the aeration.

【0035】この浄化槽の散気装置の、図6及び図7に
示される浄化槽の散気装置との相違点は、剛性管13の
開口部14に当接する散気管1の内周面に散気孔2と連
通しない凹所16を形成している点である。その他の構
成は、図6及び図7に示される浄化槽の散気装置と同様
である。
The difference between the air diffuser of the septic tank and the air diffuser of the septic tank shown in FIGS. 6 and 7 is that the air diffuser 1 is in contact with the opening 14 of the rigid pipe 13 on the inner peripheral surface of the air diffuser 1. This is a point that a recess 16 not communicating with 2 is formed. Other configurations are the same as those of the air diffuser of the septic tank shown in FIGS. 6 and 7.

【0036】この場合には、ばっ気時に、給気管5を介
して散気装置に空気が供給されると、剛性管13に空気
が供給され、開口部14から凹所16へと空気が噴出す
る。これにより、散気管1が膨張して、凹所16と剛性
管13の開口部14との間に隙間15が生じ、剛性管1
3に供給された空気は、隙間15及び凹所16を通過し
て、散気孔2から活性汚泥と汚水との混合液中へと流出
する。この状態が図8(a)に示される。
In this case, when air is supplied to the diffuser through the air supply pipe 5 during aeration, the air is supplied to the rigid pipe 13 and the air is ejected from the opening 14 to the recess 16. I do. As a result, the air diffuser 1 expands to form a gap 15 between the recess 16 and the opening 14 of the rigid pipe 13,
The air supplied to 3 passes through the gaps 15 and the recesses 16 and flows out of the diffuser holes 2 into a mixture of activated sludge and sewage. This state is shown in FIG.

【0037】一方、ばっ気停止時には、開口部14から
凹所16へと空気が噴出しないため、水圧により散気管
1が収縮する。これにより、剛性管13の外壁により散
気孔2が閉塞され、散気管1の内部に活性汚泥等が侵入
しないため、汚泥による散気孔2の閉塞を防止すること
ができる。この状態が図8(b)に示される。
On the other hand, at the time of stopping the aeration, the air does not blow out from the opening 14 into the recess 16, so that the air diffuser 1 contracts due to the water pressure. Thereby, the diffuser hole 2 is closed by the outer wall of the rigid pipe 13, and the activated sludge or the like does not enter the inside of the diffuser pipe 1, so that the diffuser hole 2 can be prevented from being blocked by the sludge. This state is shown in FIG.

【0038】この場合には、散気管1の内周面に凹所1
6を形成することにより、図6及び図7の場合に比べ大
きな受圧面積を確保できるため、より速やかに散気管1
が膨張すると共に、凹所16は空気の流路も兼ねるため
圧力損失の低下を図ることができる。
In this case, the recess 1 is formed on the inner peripheral surface of the air diffuser 1.
6 can secure a large pressure receiving area as compared with the case of FIGS.
Is expanded, and the recess 16 also serves as a flow path for air, so that pressure loss can be reduced.

【0039】[0039]

【発明の効果】本発明の請求項1記載の浄化槽の散気装
置は、散気管を柔軟性体で形成することにより、ばっ気
停止時には、散気管への空気の供給が停止され、水圧に
より散気管は偏平に収縮し、散気管の内壁により散気孔
が閉塞され、散気管の内部に活性汚泥等が侵入しないた
め、汚泥による散気孔の閉塞を防止することができる。
According to the first aspect of the present invention, the air diffuser for a septic tank according to the first aspect of the present invention forms the air diffuser with a flexible body. The air diffuser tube contracts flatly, the air diffuser hole is closed by the inner wall of the diffuser tube, and activated sludge or the like does not enter the inside of the diffuser tube, so that the air diffuser hole can be prevented from being blocked by the sludge.

【0040】本発明の請求項2記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置の効果に加えて、
散気管を圧縮するばねを設けることにより、ばっ気停止
時には、ばねの押付力により散気管が偏平に圧縮される
ので、応答性に優れるため、より信頼性が高い。
According to a second aspect of the present invention, a septic tank air diffuser is provided in addition to the effect of the first aspect of the present invention.
By providing a spring for compressing the air diffuser, the air diffuser is compressed flat by the pressing force of the spring when the aeration is stopped, so that the response is excellent and the reliability is higher.

【0041】本発明の請求項3記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置の効果に加えて、
弾性管を配置することにより、ばっ気停止時には、膨張
した弾性管により散気管が偏平に圧縮されるので、散気
管を均等に圧縮することができる。
According to the third aspect of the present invention, in addition to the effect of the first aspect of the present invention, there is provided a septic tank air diffuser.
By arranging the elastic tube, when the aeration is stopped, the diffuser tube is compressed flat by the expanded elastic tube, so that the diffuser tube can be uniformly compressed.

【0042】本発明の請求項4記載の浄化槽の散気装置
は、請求項1記載の浄化槽の散気装置の効果に加えて、
ばっ気停止時には、開口部から散気管の内壁へと空気が
噴出しないため、水圧により散気管が収縮して、剛性管
の外壁により散気孔が閉塞され、散気管の内部に活性汚
泥等が侵入しないため、汚泥による散気孔の閉塞を防止
することができる。
According to the fourth aspect of the present invention, in addition to the effect of the first aspect of the present invention, there is provided a septic tank air diffuser.
At the time of aeration stop, since air does not blow out from the opening to the inner wall of the diffuser tube, the diffuser tube shrinks due to water pressure, the diffuser hole is closed by the outer wall of the rigid tube, and activated sludge etc. enters the inside of the diffuser tube Therefore, it is possible to prevent the air diffusion holes from being blocked by the sludge.

【0043】本発明の請求項5記載の浄化槽の散気装置
は、請求項4記載の浄化槽の散気装置の効果に加えて、
散気管の内周面に凹所を形成することにより、比較的大
きな受圧面積を確保できるため、より速やかに散気管が
膨張すると共に、凹所は空気の流路も兼ねるため圧力損
失の低下を図ることができる。
According to the fifth aspect of the present invention, a diffuser for a septic tank is provided in addition to the effect of the diffuser for a septic tank according to the fourth aspect.
By forming a recess on the inner peripheral surface of the diffuser tube, a relatively large pressure receiving area can be secured, so that the diffuser tube expands more quickly and the recess also serves as a flow path for air, reducing pressure loss. Can be planned.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第一実施形態である浄化槽の散気装置
の使用状態を示す構成図である。
FIG. 1 is a configuration diagram showing a use state of an air diffuser for a septic tank according to a first embodiment of the present invention.

【図2】同実施形態である浄化槽の散気装置に使用され
る散気管の断面図であり、図2(a)は、ばっ気時の状
態を示すものであり、図2(b)は、ばっ気停止時の状
態を示すものである。
FIG. 2 is a cross-sectional view of an air diffuser used in the air diffuser of the septic tank according to the embodiment, FIG. 2 (a) showing a state of aeration, and FIG. 2 (b). , Shows the state at the time of stopping the aeration.

【図3】本発明の第二実施形態である浄化槽の散気装置
に使用される散気管の断面図であり、図3(a)は、ば
っ気時の状態を示すものであり、図3(b)は、ばっ気
停止時の状態を示すものである。
FIG. 3 is a cross-sectional view of an air diffuser tube used for an air diffuser of a septic tank according to a second embodiment of the present invention, and FIG. 3 (a) shows a state at the time of aeration, and FIG. (B) shows the state at the time of stopping the aeration.

【図4】本発明の第三実施形態である浄化槽の散気装置
の使用状態を示す構成図である。
FIG. 4 is a configuration diagram showing a use state of a diffuser for a septic tank according to a third embodiment of the present invention.

【図5】同実施形態である浄化槽の散気装置の断面図で
あり、図5(a)は、ばっ気時の状態を示すものであ
り、図5(b)は、ばっ気停止時の状態を示すものであ
る。
FIG. 5 is a cross-sectional view of an air diffuser for a septic tank according to the embodiment, FIG. 5 (a) showing a state during aeration, and FIG. 5 (b) showing a state when the aeration is stopped. It shows the status.

【図6】本発明の第四実施形態である浄化槽の散気装置
の一部破断した正面図である。
FIG. 6 is a partially broken front view of an air diffuser for a septic tank according to a fourth embodiment of the present invention.

【図7】同実施形態である浄化槽の散気装置の要部断面
図であり、図7(a)は、ばっ気時の状態を示すもので
あり、図7(b)は、ばっ気停止時の状態を示すもので
ある。
FIG. 7 is a cross-sectional view of a main part of the air diffuser of the septic tank according to the embodiment, FIG. 7 (a) showing a state during aeration, and FIG. It shows the state at the time.

【図8】本発明の第五実施形態である浄化槽の散気装置
の要部断面図であり、図8(a)は、ばっ気時の状態を
示すものであり、図8(b)は、ばっ気停止時の状態を
示すものである。
FIG. 8 is a cross-sectional view of a main part of an air diffuser for a septic tank according to a fifth embodiment of the present invention. FIG. 8 (a) shows a state of aeration, and FIG. , Shows the state at the time of stopping the aeration.

【図9】従来例を示す構成図である。FIG. 9 is a configuration diagram showing a conventional example.

【符号の説明】[Explanation of symbols]

1 散気管 2 散気孔 8 散気管ケース 9 ばね 11 弾性管 13 剛性管14 開口部16 凹所 REFERENCE SIGNS LIST 1 diffuser tube 2 diffuser hole 8 diffuser tube case 9 spring 11 elastic tube 13 rigid tube 14 opening 16 recess

───────────────────────────────────────────────────── フロントページの続き (72)発明者 真継 伸 大阪府門真市大字門真1048番地松下電工株 式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Shin Shin, 1048, Kazuma, Kadoma, Osaka Prefecture Inside Matsushita Electric Works, Ltd.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 柔軟性体で形成した散気管を備え、該散
気管に複数の散気孔を形成し、散気管に空気を供給する
と散気管が膨張して散気孔より空気を噴出し、空気の供
給を停止すると水圧により散気管が偏平に収縮して散気
管の内壁により散気孔が閉塞されることを特徴とする浄
化槽の散気装置。
An air diffusion tube formed of a flexible body is provided, and a plurality of air diffusion holes are formed in the air diffusion tube, and when air is supplied to the air diffusion tube, the air diffusion tube expands and ejects air from the air diffusion hole. The air diffuser is characterized in that when the supply of water is stopped, the air diffuser tube contracts flatly due to water pressure and the air diffuser hole is closed by the inner wall of the diffuser tube.
【請求項2】 散気管を散気管ケースに収容し、散気管
ケースの内面から散気管の散気孔のない部分を圧縮する
ばねを設けてなることを特徴とする請求項1記載の浄化
槽の散気装置。
2. The dispersion of a septic tank according to claim 1, wherein the air diffuser is housed in the air diffuser case, and a spring is provided to compress a portion of the air diffuser having no air diffusion holes from the inner surface of the air diffuser case. Qi device.
【請求項3】 散気管と弾性管とを散気管ケースに収容
し、散気管の下部に沿わせて弾性管を配置してなること
を特徴とする請求項1記載の浄化槽の散気装置。
3. The air diffuser for a septic tank according to claim 1, wherein the air diffuser and the elastic tube are accommodated in a diffuser tube case, and the elastic tube is arranged along a lower portion of the air diffuser.
【請求項4】 散気管の内周面に沿わせて剛性管を配置
し、該剛性管に散気孔と連通しない開口部を形成してな
ることを特徴とする請求項1記載の浄化槽の散気装置。
4. The dispersion of a septic tank according to claim 1, wherein a rigid pipe is arranged along the inner peripheral surface of the diffuser pipe, and an opening is formed in the rigid pipe so as not to communicate with the diffuser hole. Qi device.
【請求項5】 剛性管の開口部に当接する散気管の内周
面に散気孔と連通しない凹所を形成してなることを特徴
とする請求項4記載の浄化槽の散気装置。
5. The air diffuser for a septic tank according to claim 4, wherein a concave portion not communicating with the air diffusion hole is formed on an inner peripheral surface of the air diffuser tube in contact with the opening of the rigid tube.
JP8226254A 1996-08-28 1996-08-28 Air diffuser of septic tank Pending JPH1066987A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8226254A JPH1066987A (en) 1996-08-28 1996-08-28 Air diffuser of septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8226254A JPH1066987A (en) 1996-08-28 1996-08-28 Air diffuser of septic tank

Publications (1)

Publication Number Publication Date
JPH1066987A true JPH1066987A (en) 1998-03-10

Family

ID=16842320

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8226254A Pending JPH1066987A (en) 1996-08-28 1996-08-28 Air diffuser of septic tank

Country Status (1)

Country Link
JP (1) JPH1066987A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003117583A (en) * 2001-10-12 2003-04-22 Kobe Steel Ltd Bioreaction chamber and agitating method for the same
CN107651761A (en) * 2017-10-24 2018-02-02 上海市政工程设计研究总院(集团)有限公司 A kind of bottom air flue boring aeration pipe and its aeration method
CN109987975A (en) * 2019-02-21 2019-07-09 浙江大学 Anti-clogging compost aeration tube and its aeration method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003117583A (en) * 2001-10-12 2003-04-22 Kobe Steel Ltd Bioreaction chamber and agitating method for the same
CN107651761A (en) * 2017-10-24 2018-02-02 上海市政工程设计研究总院(集团)有限公司 A kind of bottom air flue boring aeration pipe and its aeration method
CN109987975A (en) * 2019-02-21 2019-07-09 浙江大学 Anti-clogging compost aeration tube and its aeration method
CN109987975B (en) * 2019-02-21 2023-08-01 浙江大学 Anti-blocking compost aerator pipe and aeration method thereof

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