JPH09150171A - Sewage disposal device - Google Patents

Sewage disposal device

Info

Publication number
JPH09150171A
JPH09150171A JP31172495A JP31172495A JPH09150171A JP H09150171 A JPH09150171 A JP H09150171A JP 31172495 A JP31172495 A JP 31172495A JP 31172495 A JP31172495 A JP 31172495A JP H09150171 A JPH09150171 A JP H09150171A
Authority
JP
Japan
Prior art keywords
tank
sewage
water
pipe
level
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
JP31172495A
Other languages
Japanese (ja)
Inventor
Yoshinobu Nishimura
佳展 西村
Akihiro Fukumoto
明広 福本
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.)
Sanyo Electric Co Ltd
Original Assignee
Sanyo Electric Co 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 Sanyo Electric Co Ltd filed Critical Sanyo Electric Co Ltd
Priority to JP31172495A priority Critical patent/JPH09150171A/en
Publication of JPH09150171A publication Critical patent/JPH09150171A/en
Pending legal-status Critical Current

Links

Landscapes

  • Treatment Of Biological Wastes In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To stably use a sewage disposal device for a long period of time by temporarily storing sewage and washing water in a storing pipe, overflowing the sewage to a treating tank to aerate, detecting a sewage level in the treating tank and controlling the amount of the washing water based on a water level. SOLUTION: A toilet paper discharged from a toilet, a night soil and a washing water are stored temporarily in a J-shaped pipe 3. Then the mixture is overflowed into a stirring tank 1 and aerated and decomposed preliminarily by sending air from the first aerating pipe 5. When the mixture reaches to the height of a night soil discharge pipe 12, the mixture is overflowed into a treating tank 11 and aerated with the air supplied from the second aerating pipe 16. When a night soil level in the treating tank reaches more than a storing lower limit water level 24, it is detected with the first water level detecting part 23, and an operation optimum temp. of an aerobic bacteria is kept by controlling a heater 21. Also when the water level in the stirring tank 1 and treating tank 11 rise and a set pressure is detected by a pressure detecting part 27, a flow rate control valve is controlled, and an amount of the washing water is increased to break a film generated in the J-shaped pipe 3 with the washing water, to prevent the accumulation of the night soil and to recover treating capacity.

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、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 night soil and gray water.

【0002】[0002]

【従来の技術】この種装置として、例えば特開昭64−
75100号公報(C02F 11/02)が知られて
いる。このし尿処理装置は、処理槽内に溜まったし尿を
曝気すると共に、し尿中の好気性バクテリアに酸素を与
え、し尿中の好気性バクテリアの活動と化学反応により
し尿を浄化すると共に二酸化炭素等のガスと水に変換さ
せ、その水を水蒸気として二酸化炭素等のガスと共に、
排気筒より排気することにより、し尿を処理する構成と
なっている。
2. Description of the Related Art As an apparatus of this type, for example, Japanese Patent Laid-Open No. 64-64-
Japanese Patent No. 75100 (C02F 11/02) is known. This human waste treatment device aerates the human waste collected in the treatment tank and oxygenates aerobic bacteria in human urine to purify human urine by the activity and chemical reaction of the aerobic bacteria in human urine and to remove carbon dioxide and the like. It is converted into gas and water, and the water is used as water vapor along with gas such as carbon dioxide,
Exhaust gas is exhausted from the exhaust stack to treat human waste.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
構成では、排出されたし尿及びトイレットペーパーが、
直接処理槽内に溜まり、し尿及びトイレットペーパーの
予備分解が不充分な状態で処理するので、し尿処理効率
が悪くなる欠点がある。
However, in the conventional structure, discharged human waste and toilet paper are
Since it collects directly in the treatment tank and is treated in a state where the preliminary disintegration of human waste and toilet paper is insufficient, there is a drawback that the human waste treatment efficiency is deteriorated.

【0004】この問題を解決するために、処理槽内に流
入するし尿を一時貯留する貯留管を設置する方法が考え
られる。
In order to solve this problem, a method of installing a storage pipe for temporarily storing the urine flowing into the processing tank can be considered.

【0005】しかしながら、この装置では、処理槽内の
水位上昇をできるだけ抑制するため便器を洗浄する洗浄
水は少量で一定量となっており、便器から排出されたト
イレットパーパーは少量の洗浄水だけでは溶解せず、貯
留管内に一時貯留されている間に貯留管内壁に付着し、
さらに、そのトイレットペーパーの上に次々とトイレッ
トペーパーが付着して堆積することにより、貯留管内に
トイレットペ−パーが膜を形成して、貯留管内を閉塞す
る虞れがある。
However, in this device, the amount of cleaning water for cleaning the toilet bowl is small and constant in order to suppress the rise of the water level in the treatment tank as much as possible, and the amount of toilet water discharged from the toilet bowl is small. It does not dissolve and adheres to the inner wall of the storage pipe while it is temporarily stored in the storage pipe.
Further, the toilet paper may adhere to and accumulate on the toilet paper one after another, which may cause the toilet paper to form a film in the storage pipe and block the inside of the storage pipe.

【0006】この現象を詳述すると、処理槽内の水位と
貯留管内の水位は同じであり、処理槽内のし尿水位が低
いときに、貯留管内でトイレットペーパーの堆積により
膜が形成されても、し尿流入口と形成された膜との距離
が長いため、し尿流入口から貯留管内に流入したし尿及
び少量の洗浄水が勢い良く膜に当たるので、形成された
膜を破ってしまうが、逆に処理槽内のし尿水位が高いと
きに、貯留管内でトイレットペーパ−の堆積により膜が
形成された場合は、し尿流入口と形成された膜との距離
が短いため、し尿流入口から貯留管内に流入したし尿及
び少量の洗浄水では膜を破ることができない。この状態
になれば、膜の上に次々とし尿が堆積し、し尿が処理槽
内に供給されなくなり、し尿の処理が停止すると共に、
臭気がひどくなる問題が生じる。
Explaining this phenomenon in detail, the water level in the treatment tank and the water level in the storage tube are the same, and even when a water level in the treatment tank is low, even if a film is formed in the storage tube by the accumulation of toilet paper. Since the distance between the human urine inlet and the formed membrane is long, the human urine and a small amount of wash water that flowed into the storage tube from the human urine inlet vigorously hit the membrane, and the membrane formed is broken, but on the contrary. If a film is formed in the storage tube due to the accumulation of toilet paper when the level of human waste water in the treatment tank is high, the distance between the human waste inlet and the formed film is short, so that The membrane cannot be broken by the inflowing urine and a small amount of washing water. In this state, urine is accumulated on the film one after another, the human urine is no longer supplied to the treatment tank, and the human urine processing is stopped.
It causes a problem of bad odor.

【0007】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 thereof is to provide a sewage treatment apparatus which can be stably used for a long period of time.

【0008】[0008]

【課題を解決するための手段】上記課題を解決するため
の第1の手段は、汚水が洗浄水と共に流入し一時貯留さ
れる貯留管と、該貯留管から溢れ出た汚水が流入する処
理槽と、該処理槽内を曝気する曝気装置と、前記処理槽
内の汚水水位を検知するセンサと、該センサの出力に基
づいて前記洗浄水の量を制御する制御手段とを設けたこ
とを特徴とする。
[Means for Solving the Problems] A first means for solving the above problems is a storage pipe in which sewage flows in together with cleaning water and is temporarily stored, and a treatment tank into which sewage overflowing from the storage pipe flows. And an aerator for aerating the inside of the treatment tank, a sensor for detecting the level of waste water in the treatment tank, and a control means for controlling the amount of the washing water based on the output of the sensor. And

【0009】この第1の手段により、処理槽内の汚水水
位が所定水位以上になれば、洗浄水の量を制御し、貯留
管内に汚水を勢い良く流入させて、貯留管内が閉塞する
のを防止する。
According to the first means, when the wastewater level in the treatment tank becomes equal to or higher than a predetermined level, the amount of wash water is controlled to forcefully flow the wastewater into the storage pipe to prevent the storage pipe from being blocked. To prevent.

【0010】上記課題を解決するための第2の手段は、
汚水が洗浄水と共に流入し一時貯留される貯留管と、該
貯留管から溢れ出た汚水が流入する撹拌槽と、該撹拌槽
内を曝気する曝気装置と、前記撹拌槽内で処理された汚
水が流入する処理槽と、前記撹拌槽内の汚水水位を検知
するセンサと、該センサの出力に基づいて前記洗浄水の
量を制御する制御手段とを設けたことを特徴とする。
[0010] A second means for solving the above problems is as follows.
A storage pipe in which dirty water flows in together with wash water and is temporarily stored, a stirring tank into which the dirty water overflowing from the storage pipe flows, an aeration device for aerating the inside of the stirring tank, and the waste water treated in the stirring tank. Is provided, a sensor for detecting the level of sewage water in the stirring tank, and a control means for controlling the amount of the washing water based on the output of the sensor.

【0011】この第2の手段により、撹拌槽内の汚水水
位が所定水位以上になれば、洗浄水の量を制御し、貯留
管内に汚水を勢い良く流入させて、貯留管内が閉塞する
のを防止する。
By the second means, when the water level of the sewage water in the stirring tank becomes equal to or higher than a predetermined water level, the amount of washing water is controlled so that the sewage water is forced to flow into the storage pipe to block the inside of the storage pipe. To prevent.

【0012】上記課題を解決するための第3の手段は、
汚水が洗浄水と共に流入し一時貯留される貯留管と、該
貯留管から溢れ出た汚水が流入する撹拌槽と、該撹拌槽
内を曝気する曝気装置と、前記撹拌槽底部に設けられた
連結管により撹拌槽内で処理された汚水が流入する処理
槽と、前記撹拌槽内の汚水水位を検知するセンサと、該
センサの出力に基づいて前記洗浄水の量を制御する制御
手段とを設けたことを特徴とする。
A third means for solving the above problems is
A storage pipe in which dirty water flows in together with wash water and is temporarily stored, a stirring tank into which the dirty water overflowing from the storage pipe flows, an aerator for aerating the inside of the stirring tank, and a connection provided at the bottom of the stirring tank. Provided are a treatment tank into which the wastewater treated in the stirring tank by a pipe flows, a sensor for detecting the wastewater level in the stirring tank, and a control means for controlling the amount of the washing water based on the output of the sensor. It is characterized by that.

【0013】この第3の手段により、撹拌槽と処理槽は
槽底部を連結管により連結しており、撹拌槽内の汚水水
位が連結管より上昇すれば、撹拌槽と処理槽内汚水水位
は同時に上昇し、汚水水位が上昇し難くなり、汚水の落
下距離を長くすることができるので、貯留管内を閉塞し
難くすると共に、撹拌槽及び処理槽内の汚水水位が所定
水位以上になれば、洗浄水の量を制御し、貯留管内に汚
水を勢い良く流入させて、貯留管内が閉塞するのを防止
する。
By the third means, the agitation tank and the treatment tank are connected at the bottom of the tank by a connecting pipe, and if the sewage water level in the agitation tank rises above the connection pipe, the agitation tank and the sewage water level in the treatment tank are increased. At the same time, it becomes difficult to raise the sewage water level, and it is possible to lengthen the fall distance of the sewage, so that it is difficult to block the inside of the storage pipe, and if the sewage water level in the agitation tank and the treatment tank becomes a predetermined water level or more, The amount of wash water is controlled so that the dirty water is forced into the storage pipe to prevent the storage pipe from being blocked.

【0014】[0014]

【発明の実施の形態】本発明の一実施形態を図1及び図
2に示すし尿処理装置に基づいて以下に詳述する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described in detail below based on the human waste processing apparatus shown in FIGS.

【0015】1は地中に埋設されている撹拌槽、2は該
撹拌槽1を図示しない便器に接続する連結管、3は前記
撹拌槽1内に配設され前記連結管2と連結する貯留管で
あるJ字管で、便器から排出されたトイレットペーパ
ー、し尿が、図示しないタンクから供給される便器を洗
浄する洗浄水と共に、連結管2を通ってJ字管3内に一
時貯留される。洗浄水の量は撹拌槽1内し尿水位の上昇
を抑制するため、通常は少量に設定している。4は前記
撹拌槽1を閉塞する蓋体である。
Reference numeral 1 is a stirring tank buried in the ground, 2 is a connecting pipe for connecting the stirring tank 1 to a toilet bowl (not shown), and 3 is a storage disposed in the stirring tank 1 and connected with the connecting pipe 2. In the J-shaped pipe which is a pipe, the toilet paper and human waste discharged from the toilet are temporarily stored in the J-shaped pipe 3 through the connecting pipe 2 together with washing water supplied from a tank (not shown) for cleaning the toilet. . The amount of washing water is usually set to a small amount in order to suppress the rise of the urine water level in the stirring tank 1. Reference numeral 4 is a lid for closing the stirring tank 1.

【0016】5は前記撹拌槽1底部に配設される第1曝
気管で、第1供給管6を介して第1送風装置7に接続さ
れ、撹拌槽1内のし尿を曝気するようになっており、第
1曝気管5、第1供給管6及び第1送風装置7により第
1曝気装置を構成している。
Reference numeral 5 denotes a first aeration pipe arranged at the bottom of the stirring tank 1, which is connected to the first air blower 7 through the first supply pipe 6 so as to aerate the night soil in the stirring tank 1. Therefore, the first aeration pipe 5, the first supply pipe 6, and the first air blower 7 constitute a first aeration device.

【0017】8は前記撹拌槽1上部に接続された第1排
気筒で、後述する第2排気筒20と連結すると共に、前記
第1排気筒8及び第2排気筒20からのガス等を排気する
排気筒9に連結している。10は該排気筒9に設置された
排気ファンであり、後述する吸気筒19から前記撹拌槽1
及び後述する処理槽11内に外気を取り入れるため、前記
第1送風装置7及び後述する第2送風装置18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 8 denotes a first exhaust pipe connected to the upper portion of the stirring tank 1, which is connected to a second exhaust pipe 20 which will be described later and exhausts gas and the like from the first exhaust pipe 8 and the second exhaust pipe 20. Is connected to the exhaust pipe 9. Reference numeral 10 denotes an exhaust fan installed in the exhaust pipe 9, and includes an intake pipe 19 to the stirring tank 1 described later.
Further, in order to take in outside air into the processing tank 11 which will be described later, the exhaust amount is set to be larger than the total amount of air blown by the first air blower 7 and the second air blower 18 described later.

【0018】11は地中に埋設されている処理槽で、処理
槽11底部はし尿流出管12及び処理槽11上部は連通管13を
介して前記撹拌槽1に連結されている。14は前記処理槽
11上部に配設される電装品収納箱で、側面に図示しない
多数の吸気口を形成すると共に、底板にて処理槽11を閉
成しており、前記第1送風装置7、後述する第2送風装
置18と、第1送風装置7、排気ファン10、後述する第2
送風装置18、第1ヒータ21及び第2ヒータ22等を制御し
後述する制御回路28を内蔵した制御部15等を収納してい
る。
Reference numeral 11 denotes a processing tank which is buried in the ground, and the bottom part of the processing tank 11 has an outflow pipe 12 and the upper part of the processing tank 11 is connected to the stirring tank 1 through a communication pipe 13. 14 is the processing tank
In the electrical equipment storage box arranged on the upper part of 11, a large number of intake ports (not shown) are formed on the side surface, and the treatment tank 11 is closed by the bottom plate. Blower 18, first blower 7, exhaust fan 10, second described later
A control unit 15 for controlling the blower device 18, the first heater 21, the second heater 22, etc., and having a control circuit 28, which will be described later, is housed.

【0019】16は前記処理槽11底部に配設される第2曝
気管で、第2供給管17を介して第2送風装置18に接続さ
れ、処理槽11内のし尿を曝気するようになっている。第
2曝気管16、第2供給管17及び第2送風装置18により第
2曝気装置を構成している。19は前記電装品収納箱14底
板に上部を支持された吸気筒で、処理槽11内及び前記連
通管13を介して撹拌槽1内に外気を供給する。20は前記
処理槽11上部に接続され、処理槽11内のガス等を排気す
る第2排気筒である。
Reference numeral 16 is a second aeration pipe arranged at the bottom of the treatment tank 11, which is connected to a second blower 18 via a second supply pipe 17 so as to aerate the night soil in the treatment tank 11. ing. The second aeration pipe 16, the second supply pipe 17, and the second blower 18 constitute a second aeration device. Reference numeral 19 is an intake cylinder whose upper part is supported by the bottom plate of the electrical equipment storage box 14 and supplies outside air into the processing tank 11 and the stirring tank 1 via the communication pipe 13. Reference numeral 20 is a second exhaust tube connected to the upper part of the processing tank 11 for exhausting gas and the like in the processing tank 11.

【0020】21は前記処理槽12内底部のし尿中に配設さ
れた第1ヒータで、処理槽11底面が熱影響を受けるのを
防止するために第2曝気管16上に配置されてる。22は前
記第1ヒータ21より上部に設けられた第2ヒータであ
り、第1ヒータ21及び第2ヒータ22によりし尿を好気性
バクテリアの活動を活発化させる所定温度、本実施形態
では摂氏30度から40度の範囲内に維持するようにな
っている。
Reference numeral 21 is a first heater disposed in the night soil of the inner bottom of the treatment tank 12 and is disposed on the second aeration pipe 16 to prevent the bottom surface of the treatment tank 11 from being affected by heat. Reference numeral 22 is a second heater provided above the first heater 21. The first heater 21 and the second heater 22 cause a predetermined temperature to activate the activity of aerobic bacteria in the human excrement, which is 30 degrees Celsius in this embodiment. It is designed to be maintained within the range of 40 degrees.

【0021】23は前記処理槽11内に配設された第1水位
検知部であり、処理槽11内に配設された第1ヒータ21が
最低限し尿に浸かる貯留下限水位24を検知するようにな
っている。25は前記処理槽11内に配設された第2水位検
知部であり、撹拌槽1及び処理槽11内し尿の満水水位よ
り若干低い貯留上限水位26(本実施形態では7日程度使
用できる水位)を検知するようになっている。
Reference numeral 23 denotes a first water level detecting section arranged in the processing tank 11 so that the first heater 21 arranged in the processing tank 11 can detect a storage lower limit water level 24 which is immersed in the minimum urine. It has become. Reference numeral 25 denotes a second water level detection unit disposed in the treatment tank 11, which is a storage upper limit water level 26 (a water level that can be used for about 7 days in this embodiment, which is slightly lower than the full water level of the urine in the stirring tank 1 and the treatment tank 11). ) Is detected.

【0022】27は前記第2供給管17に設けられ、前記第
2送風装置18の吹出圧力を検知する圧力検知部であり、
撹拌槽1及び処理槽11内のし尿水位が低いときは、圧力
検知部27が比較的低い値を検知し、し尿水位が高くなれ
ば圧力検知部27が比較的高い値を検知するので、圧力検
知部27の出力に基づいて撹拌槽1及び処理槽11内のし尿
水位が分かるようになっている。
Reference numeral 27 is a pressure detector provided in the second supply pipe 17 for detecting the blowout pressure of the second blower 18,
When the human urine water level in the agitation tank 1 and the treatment tank 11 is low, the pressure detection unit 27 detects a relatively low value, and when the human urine water level is high, the pressure detection unit 27 detects a relatively high value. Based on the output of the detection unit 27, the level of human waste water in the stirring tank 1 and the processing tank 11 can be known.

【0023】次に、図2に基づいて本実施形態の電気回
路を説明する。28は処理槽11内し尿の貯留下限水位24を
検知する第1水位検知部23、撹拌槽1及び処理槽11内し
尿の貯留上限水位26を検知する第2水位検知部25、第2
送風装置18の吹出圧力を検知する圧力検知部27からの出
力を入力する制御回路であり、撹拌槽1内し尿に空気を
供給する第1送風装置7、処理槽11内し尿に空気を供給
する第2送風装置18、処理槽11内し尿を所定温度に維持
する第1ヒータ21、第2ヒータ22、撹拌槽1及び処理槽
11内のガス等を排気する排気ファン10を制御するように
なっている。
Next, the electric circuit of this embodiment will be described with reference to FIG. Reference numeral 28 denotes a first water level detection unit 23 that detects a lower limit water level 24 of urine in the treatment tank 11, a second water level detection unit 25 that detects an upper limit water level 26 of urine stored in the agitation tank 1 and the treatment tank 11, and a second
It is a control circuit for inputting an output from a pressure detection unit 27 that detects the blowout pressure of the blower 18, and supplies air to the urine in the first tank 7 and the treatment tank 11 that supplies air to the urine in the stirring tank 1. Second blower 18, first heater 21, second heater 22, stirring tank 1 and processing tank which maintain human waste in processing tank 11 at a predetermined temperature
The exhaust fan 10 that exhausts the gas and the like in 11 is controlled.

【0024】29は図示しないタンクから供給される便器
の洗浄水の量を制限する流量調整弁であり、圧力検知部
27が撹拌槽1及び処理槽11内のし尿の上昇により、所定
圧力値以上を検知した際、制御回路28の出力に基づき流
量調整弁29の開閉時間を制御して、洗浄水の量を多くす
るようになっている。
Reference numeral 29 is a flow rate adjusting valve for limiting the amount of toilet flush water supplied from a tank (not shown).
When 27 detects a predetermined pressure value or more due to the rise of night soil in the stirring tank 1 and the treatment tank 11, the opening / closing time of the flow rate adjusting valve 29 is controlled based on the output of the control circuit 28 to increase the amount of washing water. It is supposed to do.

【0025】30はトイレに配置されるブザーや表示器等
により構成された警報器であり、第2水位検知部25が撹
拌槽1及び処理槽11内し尿の貯留上限水位26を検知した
際、制御回路28の出力に基づき満水を知らせる警報を出
すようになっている。31はトイレに配置される表示器等
により構成された通電灯であり、し尿処理装置が動作中
であることを表示するためのものである。
Reference numeral 30 is an alarm device composed of a buzzer, an indicator, etc. arranged in the toilet, and when the second water level detection unit 25 detects the upper limit water level 26 of the urine stored in the agitation tank 1 and the processing tank 11, Based on the output of the control circuit 28, an alarm indicating that the water is full is issued. Reference numeral 31 is an energizing lamp composed of an indicator or the like arranged in the toilet, and is for indicating that the human waste treatment device is in operation.

【0026】而して排出されたし尿は、トイレットペー
パーと便器を洗浄する洗浄水と共に、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
内に混ざり合ったし尿が溢れ出す。撹拌槽1に溜まった
し尿は、第1送風装置7の駆動により第1曝気管5から
供給される空気によって撹拌されると共に、し尿中に酸
素を溶存させ、好気性バクテリアの活動と化学反応によ
りし尿を予備分解し、発生した二酸化炭素等のガスと水
蒸気は、第1排気筒8から排気ファン10により強制排気
され、排気に伴い吸気筒19、連通管13を通り外気が撹拌
槽1内に流入する。
The discharged human waste is passed through the connecting pipe 2 together with the toilet paper and the washing water for washing the toilet bowl, and the J
When the amount of urine increases, the urine is mixed with the toilet paper, which temporarily accumulates in the character tube 3, and the urine volume increases.
The urine overflows as it is mixed inside. The human excrement collected in the agitation tank 1 is agitated by the air supplied from the first aeration pipe 5 by the drive of the first air blower 7, and oxygen is dissolved in the human excrement, so that the activity and chemical reaction of aerobic bacteria The gas such as carbon dioxide and steam generated by preliminarily decomposing human waste is forcibly exhausted from the first exhaust pipe 8 by the exhaust fan 10, and the outside air passes through the intake pipe 19 and the communication pipe 13 with the exhaust air into the stirring tank 1. Inflow.

【0027】撹拌槽1内のし尿は、し尿流出管12の高さ
まで貯留されるので、撹拌槽1内に溜まったし尿は処理
槽11に溢流されるまでの期間充分に予備分解され、予備
分解されたし尿は、し尿流出管12の高さに達すると溢流
して処理槽11内に流入する。
Since the human excrement in the stirring tank 1 is stored up to the height of the human excrement outflow pipe 12, the human excrement accumulated in the agitating tank 1 is sufficiently decomposed and preliminarily decomposed until it overflows into the treatment tank 11. The discharged human waste overflows when it reaches the height of the human waste outflow pipe 12, and flows into the processing tank 11.

【0028】処理槽11内に流入したし尿は、第2送風装
置18の駆動により第2曝気管16から供給される空気によ
って撹拌されると共に、し尿中に酸素を溶存させ、好気
性バクテリアの活動と化学反応により分解され、発生し
た二酸化炭素等のガスと水蒸気は、第2排気筒20から排
気ファン10により強制排気され、排気に伴い吸気筒19か
ら外気が処理槽11内に流入する。
The human urine flowing into the treatment tank 11 is agitated by the air supplied from the second aeration pipe 16 by driving the second air blower 18, and oxygen is dissolved in the human sewage to activate aerobic bacteria. The gas such as carbon dioxide and steam generated by being decomposed by the chemical reaction are forcedly exhausted by the exhaust fan 10 from the second exhaust pipe 20, and the outside air flows into the processing tank 11 from the intake pipe 19 with the exhaust.

【0029】処理槽11内のし尿水位が上昇し、第1水位
検知部23が貯留下限水位24以上であることを検知する
と、制御回路28が第1ヒータ21を制御し、処理槽11内し
尿を好気性バクテリアの活動最適温度に維持し、好気性
バクテリアの活動を活発化してし尿の分解を一層増進す
る。
When the level of human waste water in the treatment tank 11 rises and the first water level detector 23 detects that the lower limit water level is 24 or more, the control circuit 28 controls the first heater 21 so that the human waste in the treatment tank 11 is discharged. The activity of aerobic bacteria is maintained at the optimum temperature, the activity of aerobic bacteria is activated, and the decomposition of urine is further enhanced.

【0030】さらに、し尿水位が上昇して、圧力検知部
27が所定圧力値以上を検知すれば、制御回路28が第2ヒ
ータ22を制御し、第1ヒータ21及び第2ヒータ22の2個
のヒータにより処理槽11内し尿を好気性バクテリアの活
動最適温度に維持する。
Furthermore, the level of human urine rises, and the pressure detector
When 27 detects a predetermined pressure value or more, the control circuit 28 controls the second heater 22, and the two heaters of the first heater 21 and the second heater 22 make the urine in the treatment tank 11 optimal for the activity of aerobic bacteria. Keep at temperature.

【0031】2個のヒータを使用することにより、ヒー
タの表面積が多くなるので、し尿を所定温度に維持する
際、単一のヒータを使用する場合に比べてヒータの温度
が低下し、ヒータ表面へのし尿中の汚物の付着を防ぎ、
ヒータの機能低下を防止する。
Since the surface area of the heater is increased by using the two heaters, the temperature of the heater is lowered when maintaining the predetermined temperature of human waste as compared with the case of using a single heater, and the heater surface is Prevents adhesion of dirt in human urine,
Prevents deterioration of heater function.

【0032】また、第1ヒータ21により暖められたし尿
はし尿液面近傍まで上昇するため、第2ヒータ22を第1
ヒータ21と同じ温度に設定すれば、し尿液面近傍の方が
底面より温度が高くなり温度ムラを生じるので、第2ヒ
ータ22の温度を第1ヒータ21の温度より低い温度に設定
することにより、し尿全体を均一温度にして汚水処理効
率を向上させると共に、第2ヒータ22の電気代を節約す
る。
Since the human excrement excreted by the first heater 21 is heated to the vicinity of the liquid surface, the second heater 22 is set to the first
If the same temperature as that of the heater 21 is set, the temperature in the vicinity of the liquid surface of the human urine becomes higher than that in the bottom surface, causing temperature unevenness. Therefore, the temperature of the second heater 22 should be set lower than that of the first heater 21. As a result, the entire human waste is kept at a uniform temperature to improve the efficiency of sewage treatment and save the electricity cost of the second heater 22.

【0033】本汚水処理装置は、撹拌槽1内の水位上昇
をできるだけ抑制するため便器を洗浄する洗浄水は少量
で一定量となっており、便器から排出されたトイレット
パーパーは少量の洗浄水だけでは溶解せず、J字管3内
に一時貯留されている間にJ字管3内壁に付着し、さら
に、そのトイレットペーパーの上に次々とトイレットペ
ーパーが付着して堆積することにより、J字管3内にト
イレットペ−パーが膜を形成して、J字管3内を閉塞す
る虞れがある。
In this sewage treatment apparatus, in order to suppress the rise in the water level in the agitation tank 1 as much as possible, the amount of cleaning water for cleaning the toilet bowl is small and constant, and the amount of toilet water discharged from the toilet bowl is small. Does not melt, but adheres to the inner wall of the J-shaped tube 3 while it is temporarily stored in the J-shaped tube 3, and the toilet paper adheres to and accumulates on the toilet paper one after another, resulting in a J-shape. There is a risk that the toilet paper may form a film in the pipe 3 to block the inside of the J-shaped pipe 3.

【0034】即ち、撹拌槽1内の水位とJ字管3内の水
位は同じであり、撹拌槽1内のし尿水位が低いときに、
J字管3内でトイレットペーパーの堆積により膜が形成
されても、連結管2と形成された膜との距離が長いた
め、連結管2からJ字管3内に流入したし尿及び少量の
洗浄水が勢い良く膜に当たるので、形成された膜を破っ
てしまうが、逆に撹拌槽1内のし尿水位が高いときに、
J字管3内でトイレットペーパ−の堆積により膜が形成
された場合は、連結管2と形成された膜との距離が短い
ため、連結管2からJ字管3内に流入したし尿及び少量
の洗浄水では膜を破ることができない。この状態になれ
ば、膜の上に次々とし尿が堆積し、し尿が撹拌槽1内に
供給されなくなり、し尿の処理が停止すると共に、臭気
がひどくなる。
That is, the water level in the agitation tank 1 and the water level in the J-shaped tube 3 are the same, and when the black water level in the agitation tank 1 is low,
Even if a film is formed in the J-shaped tube 3 by depositing toilet paper, since the distance between the connecting tube 2 and the formed film is long, the urine and a small amount of urine flowing from the connecting tube 2 into the J-shaped tube 3 are washed. Since the water hits the membrane vigorously, it breaks the formed membrane, but conversely, when the level of human waste water in the stirring tank 1 is high,
When a film is formed in the J-shaped tube 3 due to the accumulation of toilet paper, since the distance between the connecting tube 2 and the formed film is short, the urine and a small amount of urine flowing from the connecting tube 2 into the J-shaped tube 3 are generated. You cannot break the membrane with the wash water. In this state, urine is accumulated on the film one after another, the human urine is no longer supplied to the stirring tank 1, the human urine processing is stopped, and the odor becomes severe.

【0035】撹拌槽1及び処理槽11は槽底部でし尿流出
管12により連結されているので、撹拌槽1内のし尿水位
がし尿流出管13の高さまで上昇すると、撹拌槽1及び処
理槽11内のし尿は同時に上昇し、撹拌槽1及び処理槽11
内のし尿水位は上昇し難くなるので、J字管3内がトイ
レットペーパーで閉塞されるのを抑制すると共に、撹拌
槽1及び処理槽11内のし尿水位が上昇し、圧力検知部27
が所定圧力値を検知した際には、制御回路28が流量調整
弁29を制御して、洗浄水の量を増加させるので、し尿が
勢い良くJ字管3内に流入するようになり、J字管3内
で膜が発生した場合でもその膜を破ることができる。
Since the agitation tank 1 and the processing tank 11 are connected at the bottom of the tank by the human sewage outflow pipe 12, when the level of the human sewage water in the agitation tank 1 rises to the height of the human sewage outflow pipe 13, the agitation tank 1 and the treatment tank 11 The night soil in the inside rises at the same time, and the stirring tank 1 and the processing tank 11
Since it becomes difficult to raise the level of human waste water in the inside, it is possible to prevent the inside of the J-shaped tube 3 from being blocked by the toilet paper, and to raise the level of human waste water in the agitation tank 1 and the treatment tank 11 to cause the pressure detection unit 27.
When the predetermined pressure value is detected by the control circuit 28, the control circuit 28 controls the flow rate adjusting valve 29 to increase the amount of washing water, so that the human waste vigorously flows into the J-shaped tube 3. Even if a film is generated in the character tube 3, the film can be broken.

【0036】膜が一箇所でも破れると、し尿が破れた所
を通るたびに次第に大きくなり膜はなくなるので、膜の
上に次々とし尿が堆積し、し尿が撹拌槽1内に供給され
なくなることによる、し尿の処理停止及び悪臭発生を防
止する。
If the membrane ruptures even at one place, each time the human waste passes through the ruptured place, the membrane gradually grows and disappears, so that the urine is accumulated on the membrane one after another and the human urine cannot be supplied into the stirring tank 1. Prevent the stoppage of human waste processing and the generation of offensive odor.

【0037】長期旅行中等には、処理槽11への予備分解
したし尿の流入が長期停止する場合があるが、このよう
な時は処理槽11内のし尿水位が低下し、第1水位検知部
23が貯留下限水位24を下回っていることを検知すれば、
制御回路28の制御により第1ヒータ21の電源を切断し、
し尿の水位低下を防止する。また、し尿の水位が貯留下
限水位24を下回った場合でも、第2曝気管16からの曝気
により好気性バクテリアの活動と化学反応が維持され分
解が継続される。
During long-term travel, the inflow of pre-decomposed sewage into the treatment tank 11 may be stopped for a long period of time. In such a case, the water level in the treatment tank 11 is lowered and the first water level detection unit
If it detects that 23 is below the lower storage level 24,
The power of the first heater 21 is cut off by the control of the control circuit 28,
Prevent lowering of the water level in human waste. Even when the water level of human waste falls below the lower storage water level 24, the aeration from the second aeration pipe 16 maintains the activity and chemical reaction of aerobic bacteria and continues the decomposition.

【0038】尚、本実施形態では、撹拌槽1と処理槽11
を設けたが、撹拌槽1を省き、排出されたし尿が直接処
理槽11に流入する構成としてもよい。
In this embodiment, the stirring tank 1 and the processing tank 11
However, the stirring tank 1 may be omitted, and the discharged human waste may directly flow into the processing tank 11.

【0039】[0039]

【発明の効果】本発明の請求項1の構成によれば、処理
槽内の汚水水位が所定水位以上になれば、洗浄水の量を
制御し、貯留管内に汚水を勢い良く流入させて、トイレ
ットペーパーにより貯留管内が閉塞されるのを防ぎ、閉
塞面上にし尿が堆積することによる汚水処理停止及び悪
臭の発生を防止することができる等の効果を奏する。
According to the structure of claim 1 of the present invention, when the wastewater level in the treatment tank becomes equal to or higher than a predetermined level, the amount of wash water is controlled to forcefully flow the wastewater into the storage pipe, It is possible to prevent the inside of the storage pipe from being blocked by the toilet paper, and it is possible to prevent the sewage treatment from being stopped and the generation of a foul odor due to the accumulation of urine on the blocked surface.

【0040】本発明の請求項2の構成によれば、撹拌槽
内の汚水水位が所定水位以上になれば、洗浄水の量を制
御し、貯留管内に汚水を勢い良く流入させて、トイレッ
トペーパーにより貯留管内が閉塞するのを防ぎ、閉塞面
上にし尿が堆積することによる汚水処理停止及び悪臭の
発生を防止することができる等の効果を奏する。
According to the second aspect of the present invention, when the wastewater level in the stirring tank becomes equal to or higher than a predetermined level, the amount of wash water is controlled to forcefully flow the wastewater into the storage pipe, and the toilet paper. As a result, it is possible to prevent the inside of the storage pipe from being blocked, and to prevent the sewage treatment from being stopped and the generation of a foul odor due to the accumulation of urine on the blocked surface.

【0041】本発明の請求項3の構成によれば、撹拌槽
と処理槽内汚水水位は同時に上昇し、汚水水位を上昇し
難くしているので、汚水の落下距離を長くすることがで
き、貯留管内が閉塞され難くすると共に、撹拌槽及び処
理槽内の汚水水位が所定水位以上になれば、洗浄水の量
を制御し、貯留管内に汚水を勢い良く流入させて、貯留
管内が閉塞されるのを防ぎ、閉塞面上にし尿が堆積する
ことによる汚水処理停止及び悪臭の発生を防止すること
ができる等の効果を奏する。
According to the configuration of claim 3 of the present invention, since the sewage water level in the agitation tank and the treatment tank rises at the same time, making it difficult to raise the sewage water level, the sewage water can be dropped for a long distance. When it becomes difficult for the inside of the storage pipe to be blocked, and when the wastewater level in the agitation tank and the treatment tank reaches or exceeds the predetermined water level, the amount of wash water is controlled, and the wastewater is forced to flow into the storage pipe to block the inside of the storage pipe. Therefore, it is possible to prevent the sewage treatment from being stopped due to the accumulation of urine on the closed surface and the generation of a foul odor.

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

【図1】本発明の一実施形態の側断面図である。FIG. 1 is a side sectional view of one embodiment of the present invention.

【図2】同電気回路図である。FIG. 2 is the same electric circuit diagram.

【符号の説明】[Explanation of symbols]

3 J字管 11 処理槽 27 圧力検知部 28 制御回路 3 J-shaped tube 11 Processing tank 27 Pressure detector 28 Control circuit

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 汚水が洗浄水と共に流入し一時貯留され
る貯留管と、該貯留管から溢れ出た汚水が流入する処理
槽と、該処理槽内を曝気する曝気装置と、前記処理槽内
の汚水水位を検知するセンサと、該センサの出力に基づ
いて前記洗浄水の量を制御する制御手段とからなる汚水
処理装置。
1. A storage pipe in which sewage flows in together with cleaning water and is temporarily stored, a treatment tank into which sewage overflowing from the storage pipe flows, an aeration device for aerating the inside of the treatment tank, and the inside of the treatment tank. The sewage treatment apparatus comprising a sensor for detecting the sewage water level and a control means for controlling the amount of the rinsing water based on the output of the sensor.
【請求項2】 汚水が洗浄水と共に流入し一時貯留され
る貯留管と、該貯留管から溢れ出た汚水が流入する撹拌
槽と、該撹拌槽内を曝気する曝気装置と、前記撹拌槽内
で処理された汚水が流入する処理槽と、前記撹拌槽内の
汚水水位を検知するセンサと、該センサの出力に基づい
て前記洗浄水の量を制御する制御手段とからなる汚水処
理装置。
2. A storage pipe in which dirty water flows in together with wash water and is temporarily stored, a stirring tank into which the dirty water overflowing from the storage pipe flows, an aerator for aerating the inside of the stirring tank, and the inside of the stirring tank. A sewage treatment apparatus comprising: a treatment tub into which the sewage treated in step 1 flows, a sensor for detecting the sewage water level in the stirring tub, and a control means for controlling the amount of the rinsing water based on the output of the sensor.
【請求項3】 汚水が洗浄水と共に流入し一時貯留され
る貯留管と、該貯留管から溢れ出た汚水が流入する撹拌
槽と、該撹拌槽内を曝気する曝気装置と、前記撹拌槽底
部に設けられた連結管により撹拌槽内で処理された汚水
が流入する処理槽と、前記撹拌槽内の汚水水位を検知す
るセンサと、該センサの出力に基づいて前記洗浄水の量
を制御する制御手段とからなる汚水処理装置。
3. A storage pipe in which sewage flows in together with wash water and is temporarily stored, a stirring tank into which sewage overflowing from the storage pipe flows, an aeration device for aerating the inside of the stirring tub, and the bottom of the stirring tub. A treatment tank into which the wastewater treated in the stirring tank flows by a connecting pipe provided in, a sensor for detecting the wastewater level in the stirring tank, and the amount of the washing water is controlled based on the output of the sensor. Sewage treatment device consisting of control means.
JP31172495A 1995-11-30 1995-11-30 Sewage disposal device Pending JPH09150171A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31172495A JPH09150171A (en) 1995-11-30 1995-11-30 Sewage disposal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31172495A JPH09150171A (en) 1995-11-30 1995-11-30 Sewage disposal device

Publications (1)

Publication Number Publication Date
JPH09150171A true JPH09150171A (en) 1997-06-10

Family

ID=18020717

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31172495A Pending JPH09150171A (en) 1995-11-30 1995-11-30 Sewage disposal device

Country Status (1)

Country Link
JP (1) JPH09150171A (en)

Similar Documents

Publication Publication Date Title
JP5797462B2 (en) Toilet facilities
JP3772028B2 (en) Anaerobic water treatment device
JPH09150171A (en) Sewage disposal device
JP2006043705A (en) Anaerobic water treatment apparatus
JPH09150168A (en) Sewage disposal device
JP2003251317A (en) Garbage treatment system
JP2801537B2 (en) Deodorizing two-tank treatment method and odorless two-tank processing device for feces and urine
JP2006007221A (en) Anaerobic water treatment apparatus
JPH09150172A (en) Sewage disposal device
JPH09122669A (en) Drainage treatment apparatus
JP2807655B2 (en) Method for deodorizing feces and urine without pumping and wastewater
JP4384572B2 (en) Water recycling equipment
JPH09150175A (en) Sewage disposal device
JPH09150174A (en) Sewage disposal device
JPH1128485A (en) Method of deodorizing night soil dispensing with pumping-up and sewage disposal and device therefor
JP2000107746A (en) Reclaimed water supply apparatus
JPH09150173A (en) Sewage disposal device
JPH08206671A (en) Sewage treatment apparatus
JPH08150397A (en) Sewage treating device
JP2021046782A (en) Toilet system
JPH08132078A (en) Sewage treating device
JP2894553B1 (en) Urine treatment tank for public toilet
JPH08117771A (en) Sewage treatment apparatus
JPH08155473A (en) Wastewater treatment apparatus
JP4526511B2 (en) Circulating toilet