JPH08117772A - Sewage treatment apparatus - Google Patents
Sewage treatment apparatusInfo
- Publication number
- JPH08117772A JPH08117772A JP6258498A JP25849894A JPH08117772A JP H08117772 A JPH08117772 A JP H08117772A JP 6258498 A JP6258498 A JP 6258498A JP 25849894 A JP25849894 A JP 25849894A JP H08117772 A JPH08117772 A JP H08117772A
- Authority
- JP
- Japan
- Prior art keywords
- sewage
- tank
- air
- blower
- treatment
- 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
Links
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、し尿や雑排水を処理す
る汚水処理装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage treatment apparatus for treating human waste and gray water.
【0002】[0002]
【従来の技術】浄化水を汲み取ることなく処理する汚水
処理装置として、例えば実開平1−152798号公報
(C02F 3/00)が知られている。この汚水処理
装置は処理槽内に溜まった汚水中に空気吹き出し口を有
する空気供給管をブロアーと接続し、ブロアーから汚水
中に空気を供給すると共に、送風筒から汚水表面に空気
を吹きつけて、汚水を撹拌すると共に汚水中の好気性バ
クテリアに酸素を与え、汚水中の好気性バクテリアによ
り汚水を浄化すると共に二酸化炭素と水蒸気に変換さ
せ、排気筒より排気することにより、汲み取る必要をな
くした構成となっている。2. Description of the Related Art As a sewage treatment apparatus for treating purified water without pumping it, for example, Japanese Utility Model Laid-Open No. 1-152798 (C02F 3/00) is known. This sewage treatment system connects an air supply pipe with an air outlet to the sewage collected in the treatment tank with a blower, supplies air into the sewage from the blower, and blows air from the blower cylinder onto the sewage surface. , Agitating sewage and giving oxygen to aerobic bacteria in the sewage, purifying sewage with aerobic bacteria in the sewage and converting it to carbon dioxide and water vapor, and exhausting it from the exhaust stack, eliminating the need for pumping It is composed.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
一槽式処理の構成では汚物の撹拌とバクテリアによる分
解処理を単一の槽で同時に行うため処理効率が悪いと言
う欠点がある。例えば、多数の人が集まった時等、処理
槽内への汚水の流入が一時的に増加する場合があり、こ
の場合処理槽内の汚水は好気性バクテリアによる汚物の
分解が終わり汚水の水位が低下する前に、汚水が流入す
るため水位は上昇してしまい、汚水の水位が上昇するに
従って、ブロアーからの空気供給による好気性バクテリ
アの活動が低下するため、汚水処理の効率が更に低下
し、この状態が続くと処理槽内は汚水で満杯となり、汲
み取る必要が生じる。However, the conventional one-tank type treatment has a drawback that the treatment efficiency is poor because the agitation of filth and the decomposition treatment by bacteria are carried out simultaneously in a single tank. For example, when a large number of people gather, the inflow of sewage into the treatment tank may temporarily increase, and in this case, the sewage in the treatment tank is decomposed by aerobic bacteria and the water level of the sewage increases. Before it drops, the water level rises due to the inflow of sewage, and as the sewage water level rises, the activity of aerobic bacteria due to the air supply from the blower decreases, further reducing the efficiency of sewage treatment, If this condition continues, the inside of the processing tank will be filled with dirty water and it will be necessary to pump it.
【0004】また二槽式処理にした場合は、撹拌槽では
第1ブロアーからの汚水中への空気供給により汚水を撹
拌し、好気性バクテリアの活動により、予備分解を行
い、充分予備分解された汚水は汚水流出管を通って処理
槽に流入する。処理槽では第2ブロアーからの汚水中へ
の空気供給により汚水を撹拌し、酸素を供給し、更に送
風機により汚水表面からも酸素を供給して好気性バクテ
リアの活動をさらに活発化し、汚物の分解を一層増進さ
せ、気化させて減量させる。また、各槽で発生したガス
は排気筒から排出される構造となる。In the case of the two-tank type treatment, sewage is agitated by supplying air from the first blower to the sewage in the agitation tank, preliminarily decomposed by the activity of aerobic bacteria, and sufficiently predecomposed. The sewage flows into the treatment tank through the sewage outflow pipe. In the treatment tank, the sewage is agitated by supplying air to the sewage from the second blower, oxygen is supplied, and oxygen is also supplied from the sewage surface by a blower to further activate aerobic bacteria and decompose sewage. Is further enhanced and vaporized to reduce the amount. In addition, the gas generated in each tank is discharged from the exhaust stack.
【0005】通常は、処理槽内にある送風機からの送風
により処理槽内の圧力は撹拌槽内の圧力より高くなって
いるので、処理槽から撹拌槽への対流が発生するが、撹
拌槽に流入した空気は撹拌槽の排気口から排気筒を通っ
て排出される。しかし強風時等には排気の損失が大きく
なるため、撹拌槽に溜まった空気は汚水流入口を逆流
し、撹拌槽及び処理槽内の臭いが外部に流れ出す場合が
ある。Usually, since the pressure in the treatment tank is higher than the pressure in the stirring tank due to the air blown from the blower in the treatment tank, convection from the processing tank to the stirring tank occurs, but in the stirring tank, The inflowing air is discharged from the exhaust port of the stirring tank through the exhaust stack. However, when the wind is strong, the exhaust loss becomes large, so the air accumulated in the stirring tank may flow back through the waste water inlet, and the odor in the stirring tank and the processing tank may flow out to the outside.
【0006】本発明は、上記問題点を解決するためにな
されたもので、長期間にわたり安定して使用できる汚水
処理装置を提供することを課題とする。The present invention has been made to solve the above problems, and an object of the present invention is to provide a sewage treatment apparatus which can be stably used for a long period of time.
【0007】[0007]
【課題を解決するための手段】本発明は、上記課題を解
決するために、汚水を流入する流入口を有する撹拌槽
と、該撹拌槽内の汚水中に空気吹き出し口を有する第1
空気供給管と、該第1空気供給管に空気を供給する第1
ブロワーと、前記撹拌槽と接続され予備撹拌した汚水を
溢流させる汚水流出管と、該汚水流出管で前記撹拌槽と
接続された処理槽と、該処理槽内の汚水中に空気吹き出
し口を有する第2空気供給管と、該第2空気供給管に空
気を供給する第2ブロアーと、前記撹拌槽及び処理槽に
接続され、各槽内の汚水から発生するガスを排気する排
気筒と、前記処理槽内の汚水表面に開口を対向させ、汚
水表面に空気を吹きつける送風機を有する送風筒とを備
え、前記汚水流出管の処理槽側開口部を撹拌槽側開口部
の上端より高くしたことを特徴とする。In order to solve the above problems, the present invention provides a stirring tank having an inflow port for inflowing sewage, and an air blowing port for sewage water in the stirring tank.
An air supply pipe and a first air supply pipe for supplying air to the first air supply pipe
A blower, a sewage outflow pipe connected to the agitation tank for overflowing the sewage preliminarily stirred, a treatment tub connected to the agitation tub by the sewage outflow pipe, and an air outlet in the sewage in the treatment tub. A second air supply pipe that has, a second blower that supplies air to the second air supply pipe, an exhaust pipe that is connected to the stirring tank and the processing tank, and that exhausts gas generated from waste water in each tank, The sewage surface in the treatment tank is provided with an opening facing the opening, and a blower cylinder having a blower for blowing air to the sewage surface is provided, and the treatment tank side opening of the sewage outflow pipe is made higher than the upper end of the stirring tank side opening. It is characterized by
【0008】また、汚水を流入する流入口を有する撹拌
槽と、該撹拌槽内の汚水中に空気吹き出し口を有する第
1空気供給管と、該第1空気供給管に空気を供給する第
1ブロワーと、前記撹拌槽と接続され予備撹拌した汚水
を溢流させる汚水流出管と、該汚水流出管で前記撹拌槽
と接続された処理槽と、該処理槽内の汚水中に空気吹き
出し口を有する第2空気供給管と、該第2空気供給管に
空気を供給する第2ブロアーと、前記撹拌槽及び処理槽
に接続され、各槽内の汚水から発生するガスを排気する
排気筒と、前記処理槽内の汚水表面に開口を対向させ、
汚水表面に空気を吹きつける送風機を有する送風筒とを
備え、前記汚水流出管の中間部を処理槽側端部の上端よ
り高く山形に形成したことを特徴とする。Further, a stirring tank having an inflow port for inflowing sewage, a first air supply pipe having an air outlet in the sewage in the stirring tank, and a first air supply pipe for supplying air to the first air supply pipe. A blower, a sewage outflow pipe connected to the agitation tank for overflowing the sewage preliminarily stirred, a treatment tub connected to the agitation tub by the sewage outflow pipe, and an air outlet in the sewage in the treatment tub. A second air supply pipe that has, a second blower that supplies air to the second air supply pipe, an exhaust pipe that is connected to the stirring tank and the processing tank, and that exhausts gas generated from waste water in each tank, The opening is opposed to the sewage surface in the treatment tank,
A blower cylinder having a blower for blowing air to the surface of the sewage, wherein the middle part of the sewage outflow pipe is formed in a mountain shape higher than the upper end of the end part on the side of the treatment tank.
【0009】[0009]
【作用】本発明請求項1の構成によれば、撹拌槽内の汚
水中に空気吹き出し口を有する第1空気供給管と接続し
ている第1ブロアーからの空気供給により、汚水を撹拌
すると共に、酸素を供給して、好気性バクテリアの活動
により汚物を予備分解し、それに伴い発生した二酸化炭
素と水蒸気は、排気筒から排気される。撹拌槽には、汚
水流出管の高さまで貯留されるので、処理槽に溢流する
まで充分予備分解される。汚水の水位が汚水流出管の高
さに達すると溢流して処理槽に流入する。According to the first aspect of the present invention, the sewage is stirred by the air supply from the first blower connected to the first air supply pipe having the air outlet in the sewage in the stirring tank. , Oxygen is supplied to pre-decompose waste by the activity of aerobic bacteria, and carbon dioxide and water vapor generated thereby are exhausted from the exhaust stack. Since the agitation tank stores the wastewater up to the height of the outflow pipe, it is sufficiently preliminarily decomposed until it overflows into the treatment tank. When the water level of the sewage reaches the height of the sewage outflow pipe, it overflows and flows into the treatment tank.
【0010】処理槽に流入した汚水は、処理槽内の汚水
中に空気吹き出し口を有する第2空気供給管と接続して
いる第2ブロアーからの空気供給により、汚水を撹拌す
ると共に、酸素を供給して、好気性バクテリアの活躍に
より汚物を分解し、それに伴い発生した二酸化炭素と水
蒸気は、排気筒から排気される。更に送風機からの汚水
表面への送風により、汚物の分解で発生した、汚水の表
面上に多量に漂う二酸化炭素及び第2ブロアーからの空
気の供給により発生する泡によって汚水表面が被われる
ことにより、酸欠状態となって好気性バクテリアが死滅
するのを防止すると共に、汚水表面からも多量の酸素を
供給して好気性バクテリアの活動をさらに活発化し、汚
物の分解を一層増進させる。The sewage that has flowed into the treatment tank is agitated with the second blower connected to the second air supply pipe having an air outlet in the sewage water in the treatment tank to stir the sewage and to generate oxygen. The carbon dioxide and water vapor that are supplied and decomposed by the activity of aerobic bacteria to decompose the waste, are exhausted from the exhaust stack. Further, by blowing air from the blower to the sewage surface, by covering the sewage surface with bubbles generated by decomposition of the sewage, carbon dioxide floating on the surface of the sewage in large quantities and air generated by supplying air from the second blower, It prevents the aerobic bacteria from dying due to an oxygen deficiency state, and supplies a large amount of oxygen from the surface of the sewage to further activate the aerobic bacteria and further promote the decomposition of the sewage.
【0011】この結果、汚物は完全に分解され、発生し
た二酸化炭素は好気性バクテリアの死滅を防止するため
水蒸気と共に、排気筒から排気される。この様にして処
理槽内の汚物は分解され、さらに気化させて減量する。As a result, the waste is completely decomposed, and the generated carbon dioxide is exhausted from the exhaust stack together with water vapor in order to prevent the aerobic bacteria from being killed. In this way, the waste in the processing tank is decomposed and further vaporized to reduce the amount.
【0012】また、処理槽内にある送風機からの送風に
より処理槽内の圧力は撹拌槽内の圧力より高くなってい
るが、汚水流出管の処理槽側開口部を撹拌槽側開口部の
上端より高く形成することにより、汚水流出管内に汚水
を溜め、処理槽から撹拌槽への対流が発生するのを防止
して、強風時に臭いが撹拌槽の流入口から逆流して、外
に出ないようにすると共に、予備分解の不充分な汚水が
処理槽へ供給されるのを防止する。Although the pressure in the treatment tank is higher than the pressure in the stirring tank due to the air blown from the blower in the treatment tank, the treatment tank side opening of the sewage outflow pipe is located at the upper end of the stirring tank side opening. By forming it higher, sewage is stored in the sewage outflow pipe, preventing convection from the treatment tank to the stirring tank, and the odor flows back from the inlet of the stirring tank during strong wind and does not go out. In addition, the wastewater that is not sufficiently decomposed is prevented from being supplied to the treatment tank.
【0013】本発明請求項2の構成によれば、汚水流出
管の中間部を撹拌槽側端部の上端より高く山形に形成す
ることにより、汚水流出管内に汚水を溜め、処理槽から
撹拌槽への対流が発生するのを防止して、強風時に臭い
が撹拌槽の流入口から逆流して、外に出ないようにして
いる。According to the second aspect of the present invention, by forming the intermediate portion of the sewage outflow pipe in a mountain shape higher than the upper end of the end portion on the side of the agitation tank, the sewage is accumulated in the sewage outflow pipe, and the agitation tank from the treatment tank To prevent convection from flowing into the stirrer from the inlet of the agitating tank in strong winds and to prevent it from going out.
【0014】[0014]
【実施例】本発明の1実施例を図1に示すし尿処理装置
に基づいて以下に詳述する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to a human waste treatment device shown in FIG.
【0015】1は天部を残して地中に埋設されている撹
拌槽、2は該撹拌槽1と図示しない便器を接続する連結
管、3は前記撹拌槽1内に配設し前記連結管2と連結す
るJ字管で、排出されたトイレットペーパー、し尿が連
結管2を通ってここに一時貯留される。4は前記撹拌槽
1内と大気中に開口部を有する吸気口、5は前記撹拌槽
1内に配設された第1空気供給管で、空気吹き出し口を
有する第1供給パイプ6を撹拌槽1内底部に位置させて
いる。7は前記空気供給管に接続され空気を供給する第
1ブロアー、8は前記撹拌槽1に接続されている第1排
気口である。1 is a stirring tank which is buried in the ground except for the top, 2 is a connecting pipe for connecting the stirring tank 1 to a toilet (not shown), and 3 is the connecting pipe provided in the stirring tank 1. In the J-shaped pipe connected to 2, the discharged toilet paper and human waste are temporarily stored there through the connecting pipe 2. Reference numeral 4 denotes an intake port having openings in the stirring tank 1 and the atmosphere, and 5 is a first air supply pipe arranged in the stirring tank 1, and a first supply pipe 6 having an air blowing port is provided in the stirring tank. It is located at the inner bottom. Reference numeral 7 is a first blower which is connected to the air supply pipe and supplies air, and 8 is a first exhaust port which is connected to the stirring tank 1.
【0016】9は天部を残して地中に埋設されている処
理槽で、図示しない断熱材により被われている。10は
予備撹拌した汚水を溢流させる汚水流出管で、前記処理
槽9側開口部を前記撹拌槽1側開口部の上端より高く形
成して前記撹拌槽1と処理槽9を連結している。11は
前記処理槽9内のし尿表面に開口を対向させた送風筒、
12は該送風筒11に設置された送風機、13は前記処
理槽9内に配設された第2空気供給管で、空気吹き出し
口を有する第2供給パイプ14を処理槽9内底部に位置
させている。15は前記第2空気供給管13に接続され
空気を供給する第2ブロアーで、前記第1ブロアー7及
び第2ブロアー15を処理槽9上部に配置し、第1ブロ
アー7、第2ブロアー15、送風機12、後述するヒー
ター16及び排気ファン20等の電気部品を近接配置す
ることにより、メンテナンスを容易に行うようにしてい
る。Reference numeral 9 is a processing tank which is buried in the ground except for the top, and is covered with a heat insulating material (not shown). Reference numeral 10 is a sewage outflow pipe for overflowing the pre-stirred sewage, and the processing tank 9 side opening is formed higher than the upper end of the stirring tank 1 side opening to connect the stirring tank 1 and the processing tank 9. . Reference numeral 11 denotes a blower tube having an opening facing the surface of human waste in the treatment tank 9,
12 is a blower installed in the blower tube 11, 13 is a second air supply pipe arranged in the treatment tank 9, and a second supply pipe 14 having an air outlet is located at the bottom of the treatment tank 9. ing. Reference numeral 15 is a second blower that is connected to the second air supply pipe 13 and supplies air. The first blower 7 and the second blower 15 are disposed above the processing tank 9, and the first blower 7, the second blower 15, The electric components such as the blower 12, the heater 16 and the exhaust fan 20 described later are arranged close to each other to facilitate maintenance.
【0017】16は前記処理槽9内に配設されたヒータ
ーで、槽底部と直接接触して槽底部が異常加熱すること
を防止するため第2供給パイプ14上に位置している。
17は前記処理槽9に接続されている第2排気口、18
は前記処理槽9内の水位検知部で、処理槽9内のし尿の
貯留下限位置と貯留上限位置とを検出するようになって
いる。19は前記第1排気口8と第2排気口17を連結
し、大気中に立設されている排気筒で、排気ファン20
を有しており、排気ファン20は第1ブロアー7、第2
ブロアー15及び送風機12を合計した送風量より大き
い排気量に設定している。Reference numeral 16 denotes a heater disposed in the processing tank 9, which is located on the second supply pipe 14 in order to prevent the tank bottom from directly contacting with the tank bottom and abnormally heating the tank bottom.
17 is a second exhaust port connected to the processing tank 9;
Is a water level detector in the treatment tank 9 for detecting the lower limit storage position and the upper storage limit position of human waste in the treatment tank 9. An exhaust pipe 19 connects the first exhaust port 8 and the second exhaust port 17 and is erected in the atmosphere.
The exhaust fan 20 has a first blower 7 and a second blower.
The blower 15 and the blower 12 are set to have a larger exhaust volume than the total blown volume.
【0018】次に、図2に基づいて本実施例の電気回路
を説明する。21は前記水位検知部18及びヒーターの
温度検知部22からの出力を入力する制御回路で、第1
ブロアー7、第2ブロアー15、送風機12、ヒーター
16、排気ファン20及び警報器23を制御するように
なっている。前記警報器23はブザーやトイレに配置さ
れる表示器等により構成され、水位検知部18が貯留上
限位置を検出した際、警報を出すようになっている。Next, the electric circuit of this embodiment will be described with reference to FIG. Reference numeral 21 is a control circuit for inputting the outputs from the water level detector 18 and the heater temperature detector 22.
The blower 7, the second blower 15, the blower 12, the heater 16, the exhaust fan 20, and the alarm device 23 are controlled. The alarm device 23 is composed of a buzzer, an indicator arranged in a toilet, and the like, and issues an alarm when the water level detector 18 detects the storage upper limit position.
【0019】而して排出されたし尿は、連結管2を通り
J字管3に一時溜まり、ここでトイレットペーパーとし
尿が混ざり合い、し尿量が増えるとJ字管3から撹拌槽
1に混ざり合ったし尿が溢れ出す。撹拌槽1内に溜まっ
たし尿は、第1空気供給管5と接続している第1ブロワ
ー7からの空気供給により撹拌され、酸素を供給され、
好気性バクテリアの活動により汚物を予備分解し、発生
した二酸化炭素と水蒸気は、第1排気口8から排気ファ
ン20により強制排気される。これに伴って、吸気口4
から空気が撹拌槽1内に流入する。撹拌槽1には、撹拌
槽1の側壁に設けた汚水流出管10の高さまで貯留さ
れ、処理槽9に溢流するまで充分予備分解される。予備
分解されたし尿は、汚水流出管10の高さに達すると溢
流して処理槽9に流入する。The discharged human waste passes through the connecting pipe 2 and is temporarily stored in the J-shaped pipe 3, where the urine is mixed with the toilet paper, and when the amount of human waste increases, the human waste is mixed from the J-shaped pipe 3 into the stirring tank 1. It fits and urine overflows. The human waste collected in the stirring tank 1 is stirred by the air supply from the first blower 7 connected to the first air supply pipe 5, oxygen is supplied,
The carbon dioxide and water vapor generated by preliminarily decomposing the waste due to the activity of aerobic bacteria are forcedly exhausted from the first exhaust port 8 by the exhaust fan 20. Along with this, the intake port 4
From the air flows into the stirring tank 1. The agitation tank 1 is stored up to the height of a wastewater outflow pipe 10 provided on the side wall of the agitation tank 1, and is sufficiently preliminarily decomposed until it overflows into the treatment tank 9. The pre-decomposed human waste overflows when it reaches the height of the sewage outflow pipe 10 and flows into the treatment tank 9.
【0020】処理槽9に流入したし尿は、第2空気供給
管13と接続している第2ブロアー15からの空気供給
により撹拌され、酸素を供給され、好気性バクテリアの
活動により汚物を分解する。更に予備分解されたし尿が
水位検知部18の貯留下限水位まで達すると、ヒーター
16を制御して、処理槽9内し尿を好気性バクテリアの
活動最適温度に維持すると共に、処理槽9の水位検知部
18からの出力を制御回路21に入力し、送風機12を
制御してし尿表面に送風を行い、汚物の分解で発生し
た、し尿の表面上に多量に漂う二酸化炭素及び第2供給
パイプ13からの空気の供給により発生する泡によって
し尿表面が被われることにより、酸欠状態となって好気
性バクテリアが死滅するのを防止すると共に、汚水表面
からも多量の酸素を供給して好気性バクテリアの活動を
さらに活発化し、汚物の分解を一層増進させる。この結
果、汚物は完全に分解され、発生した二酸化炭素は好気
性バクテリアの死滅を防止するため水蒸気と共に、排気
ファン20により第2排気口17を通って排気筒19か
ら強制排気される。The excreted urine flowing into the treatment tank 9 is agitated by the air supply from the second blower 15 connected to the second air supply pipe 13, oxygen is supplied, and the waste is decomposed by the activity of aerobic bacteria. . Further, when the pre-decomposed human waste reaches the storage lower limit water level of the water level detection unit 18, the heater 16 is controlled to maintain the human waste in the treatment tank 9 at the optimum temperature for the activity of aerobic bacteria and detect the water level of the treatment tank 9. The output from the section 18 is input to the control circuit 21, the blower 12 is controlled to blow air on the urine surface, and a large amount of carbon dioxide generated by the decomposition of waste and drifting on the surface of the human waste and the second supply pipe 13 By covering the human urine surface with bubbles generated by the supply of air, the oxygen-deficient state is prevented and the aerobic bacteria are not killed. We will further increase the activity and promote the decomposition of waste. As a result, the filth is completely decomposed, and the generated carbon dioxide is forcibly discharged from the exhaust pipe 19 through the second exhaust port 17 by the exhaust fan 20 together with the steam to prevent the aerobic bacteria from being killed.
【0021】また撹拌槽1と処理槽9は、汚水流出管1
0を通してつながっており、処理槽9内にある送風機1
2からの送風により処理槽9内の圧力は撹拌槽1内の圧
力より高くなっているので、処理槽9から撹拌槽1への
対流が発生する。この対流によって撹拌槽1内に流入し
た空気は、第1排気口8から排気ファン20により排出
される。しかし、強風時等には排気の損失が大きくな
り、排気ファン20により排出される、撹拌槽1内に流
入した空気の量は減少するので、撹拌槽1内に溜まった
空気が連結管2を逆流し、撹拌槽1及び処理槽9内の臭
いがトイレの中に流れ込む場合があるが、汚水流出管1
0の処理槽9側開口部を撹拌槽1側開口部の上端より高
く形成し、汚水流出管10内に汚水を溜め、処理槽9か
ら撹拌槽1への対流が発生するのを防止して、強風時に
臭いがトイレの中に流れ込まない様にすると共に、予備
分解の不十分な汚水が処理槽9へ供給されるのを防止す
る。The stirring tank 1 and the processing tank 9 are the wastewater outflow pipe 1
Blower 1 in the processing tank 9 connected through 0
Since the pressure in the treatment tank 9 is higher than the pressure in the stirring tank 1 due to the air flow from 2, the convection from the processing tank 9 to the stirring tank 1 occurs. The air flowing into the stirring tank 1 by this convection is exhausted from the first exhaust port 8 by the exhaust fan 20. However, when the wind is strong, the exhaust loss becomes large, and the amount of air exhausted by the exhaust fan 20 and flowing into the stirring tank 1 decreases, so that the air accumulated in the stirring tank 1 flows through the connecting pipe 2. There is a case where the backflow causes the odor in the stirring tank 1 and the processing tank 9 to flow into the toilet.
The opening of the processing tank 9 side of 0 is formed higher than the upper end of the opening of the stirring tank 1 side to collect sewage in the sewage outflow pipe 10 to prevent convection from the processing tank 9 to the stirring tank 1. The odor is prevented from flowing into the toilet in a strong wind, and sewage that has not been sufficiently decomposed is prevented from being supplied to the treatment tank 9.
【0022】小家族の場合や、長期旅行中等には処理槽
9内への予備分解されたし尿の流入が一時停止する場合
があるが、この様な時は、処理槽9内の水位検知部18
が貯留下限位置を検出し、制御回路21の制御により送
風機12の電源を切断し、し尿の水位低下を防止すると
共に、ヒーター16の温度検知部22が汚水から暴露さ
れた時はヒーター16からの熱を直接感知し、制御回路
21の制御によりヒーター16の電源を切断し、異常加
熱を防止する。この様にして、し尿の水位に応じて送風
機12、ヒーター16を制御して、処理槽9内のし尿の
蒸発を抑制し、未分解の汚物が槽底部に固着、堆積する
のを防止することができ、長期間に渡り安定して使用す
る事が出来る。In the case of a small family or during a long trip, the inflow of the pre-decomposed human waste into the treatment tank 9 may be temporarily stopped. In such a case, the water level detection unit in the treatment tank 9 may be stopped. 18
Detects the storage lower limit position and turns off the power of the blower 12 under the control of the control circuit 21 to prevent the lowering of the water level of human waste, and when the temperature detection unit 22 of the heater 16 is exposed to dirty water, the heater 16 The heat is directly sensed, and the control circuit 21 controls the heater 16 to turn off the power to prevent abnormal heating. In this way, the blower 12 and the heater 16 are controlled according to the water level of the night soil to suppress the evaporation of night soil in the treatment tank 9 and prevent undecomposed filth from sticking and accumulating at the bottom of the tank. It can be used stably for a long period of time.
【0023】また、し尿の水位が貯留下限位置以下とな
った場合でも第2ブロアー15からの空気の供給により
好気性バクテリアの活動が維持され分解が継続される。Further, even when the water level of human waste is below the lower limit of storage, the aerobic bacteria are kept active by the supply of air from the second blower 15, and the decomposition is continued.
【0024】本発明の第2実施例を図3に示す。図3に
示した様に汚水流出管10の処理槽9側開口部を撹拌槽
1側開口部の上端より高くして、傾斜させて取り付けた
場合でも第1実施例と同じ効果が得られる。A second embodiment of the present invention is shown in FIG. As shown in FIG. 3, even when the opening of the waste water outflow pipe 10 on the side of the treatment tank 9 is higher than the upper end of the opening on the side of the agitation tank 1 and is attached in an inclined manner, the same effect as that of the first embodiment can be obtained.
【0025】本発明の第3実施例を図4に示す。図4に
示した様に汚水流出管10の中間部を撹拌槽1側端部よ
り高く、山形に形成した場合でも第1実施例と同じ効果
が得られる。A third embodiment of the present invention is shown in FIG. As shown in FIG. 4, even when the middle portion of the wastewater outflow pipe 10 is higher than the end portion on the side of the stirring tank 1 and formed in a mountain shape, the same effect as that of the first embodiment can be obtained.
【0026】[0026]
【効果】以上説明したように、本発明の汚水処理装置
は、臭いが外部に流れ出すのを防止すると共に、撹拌槽
で充分予備撹拌を行い、処理槽で効率良く汚物を分解し
更に気化させて減量させることができ、汲み取る必要を
なくし長期間に渡り安定して使用することが出来る等の
効果を奏する。[Effect] As described above, the sewage treatment apparatus of the present invention prevents the odor from flowing to the outside, performs sufficient preliminary stirring in the stirring tank, and efficiently decomposes and further vaporizes the waste in the processing tank. The effect is that the amount can be reduced, and it is possible to use it stably for a long period of time without the need for pumping.
【図1】本発明の第1実施例の側断面図である。FIG. 1 is a side sectional view of a first embodiment of the present invention.
【図2】同電気回路図である。FIG. 2 is the same electric circuit diagram.
【図3】本発明の第2実施例の側断面図である。FIG. 3 is a side sectional view of a second embodiment of the present invention.
【図4】本発明の第3実施例の側断面図である。FIG. 4 is a side sectional view of a third embodiment of the present invention.
1 撹拌槽 5 第1空気供給管 7 第1ブロアー 9 処理槽 10 汚水流出管 11 送風筒 12 送風機 13 第2空気供給管 15 第2ブロアー 19 排気筒 DESCRIPTION OF SYMBOLS 1 Stirring tank 5 1st air supply pipe 7 1st blower 9 Processing tank 10 Sewage outflow pipe 11 Blower cylinder 12 Blower 13 2nd air supply pipe 15 2nd blower 19 Exhaust pipe
───────────────────────────────────────────────────── フロントページの続き (72)発明者 滝本 武彦 大阪府守口市京阪本通2丁目5番5号 三 洋電機株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takehiko Takimoto 2-5-5 Keihan Hondori, Moriguchi City, Osaka Sanyo Electric Co., Ltd.
Claims (2)
と、該撹拌槽内の汚水中に空気吹き出し口を有する第1
空気供給管と、該第1空気供給管に空気を供給する第1
ブロワーと、前記撹拌槽と接続され予備撹拌した汚水を
溢流させる汚水流出管と、該汚水流出管で前記撹拌槽と
接続された処理槽と、該処理槽内の汚水中に空気吹き出
し口を有する第2空気供給管と、該第2空気供給管に空
気を供給する第2ブロアーと、前記撹拌槽及び処理槽に
接続され、各槽内の汚水から発生するガスを排気する排
気筒と、前記処理槽内の汚水表面に開口を対向させ、汚
水表面に空気を吹きつける送風機を有する送風筒とを備
え、前記汚水流出管の処理槽側開口部を撹拌槽側開口部
の上端より高く形成したことを特徴とする汚水処理装
置。1. A first tank having an agitation tank having an inflow port for inflowing sewage, and an air blowing port into the sewage water in the agitation tank.
An air supply pipe and a first air supply pipe for supplying air to the first air supply pipe
A blower, a sewage outflow pipe connected to the agitation tank for overflowing the sewage preliminarily stirred, a treatment tub connected to the agitation tub by the sewage outflow pipe, and an air outlet in the sewage in the treatment tub. A second air supply pipe that has, a second blower that supplies air to the second air supply pipe, an exhaust pipe that is connected to the stirring tank and the processing tank, and that exhausts gas generated from waste water in each tank, The sewage surface in the treatment tank is provided with a blower having an air blower that blows air to the sewage surface, and the sewage outflow pipe has a treatment tank side opening that is higher than an upper end of the stirring tank side opening. A sewage treatment device characterized by the above.
と、該撹拌槽内の汚水中に空気吹き出し口を有する第1
空気供給管と、該第1空気供給管に空気を供給する第1
ブロワーと、前記撹拌槽と接続され予備撹拌した汚水を
溢流させる汚水流出管と、該汚水流出管で前記撹拌槽と
接続された処理槽と、該処理槽内の汚水中に空気吹き出
し口を有する第2空気供給管と、該第2空気供給管に空
気を供給する第2ブロアーと、前記撹拌槽及び処理槽に
接続され、各槽内の汚水から発生するガスを排気する排
気筒と、前記処理槽内の汚水表面に開口を対向させ、汚
水表面に空気を吹きつける送風機を有する送風筒とを備
え、前記汚水流出管の中間部を撹拌槽側端部の上端より
高く山形に形成したことを特徴とする汚水処理装置。2. A stirrer tank having an inflow port for inflowing sewage, and a first stirrer having an air outlet in the sewage water in the stirring tank.
An air supply pipe and a first air supply pipe for supplying air to the first air supply pipe
A blower, a sewage outflow pipe connected to the agitation tank for overflowing the sewage preliminarily stirred, a treatment tub connected to the agitation tub by the sewage outflow pipe, and an air outlet in the sewage in the treatment tub. A second air supply pipe that has, a second blower that supplies air to the second air supply pipe, an exhaust pipe that is connected to the stirring tank and the processing tank, and that exhausts gas generated from waste water in each tank, The sewage surface in the treatment tank is provided with an air blower having an air blower for blowing air onto the sewage surface, and the middle part of the sewage outflow pipe is formed in a mountain shape higher than the upper end of the end part on the side of the stirring tank. A sewage treatment device characterized by the above.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6258498A JPH08117772A (en) | 1994-10-24 | 1994-10-24 | Sewage treatment apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6258498A JPH08117772A (en) | 1994-10-24 | 1994-10-24 | Sewage treatment apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08117772A true JPH08117772A (en) | 1996-05-14 |
Family
ID=17321048
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6258498A Pending JPH08117772A (en) | 1994-10-24 | 1994-10-24 | Sewage treatment apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08117772A (en) |
-
1994
- 1994-10-24 JP JP6258498A patent/JPH08117772A/en active Pending
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