JP4526511B2 - Circulating toilet - Google Patents

Circulating toilet Download PDF

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JP4526511B2
JP4526511B2 JP2006158946A JP2006158946A JP4526511B2 JP 4526511 B2 JP4526511 B2 JP 4526511B2 JP 2006158946 A JP2006158946 A JP 2006158946A JP 2006158946 A JP2006158946 A JP 2006158946A JP 4526511 B2 JP4526511 B2 JP 4526511B2
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JP2007327235A (en
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久人 安藤
澄次 川原
義則 斉藤
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ネポン株式会社
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  • Sanitary Device For Flush Toilet (AREA)
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Description

本発明は、便器の下方に配設した複数の生物処理槽により汚水を浄化させ、浄化後の処理水を洗浄水として便器に送水し再利用する循環式トイレに関する。   The present invention relates to a circulating toilet in which sewage is purified by a plurality of biological treatment tanks disposed below the toilet, and the purified treated water is sent to the toilet as cleaning water and reused.

公園やイベント会場、野営地等における屋外の常設及び仮設トイレとして、従来の移動式トイレに代わって循環式トイレが重用されるようになってきている。この種、循環式トイレでは、一度便器洗浄に使用した洗浄水を生物処理等して清浄にした後、再度洗浄水として使用するため、洗浄水としてシステムに加わる水分量の汲み取りが不要であり維持管理が容易であるという特徴を有する。   Circulating toilets are increasingly used in place of conventional mobile toilets as outdoor permanent and temporary toilets in parks, event venues, campsites, and the like. In this type of circulation toilet, cleaning water once used for toilet flushing is cleaned by biological treatment, etc., and then used again as cleaning water, so it is not necessary to pump out the amount of water added to the system as cleaning water. It has the feature of easy management.

すなわち、処理槽内に上水を補給して使用を開始した後は、原則として一般の水洗トイレのように外部から上水を補給する必要はない。しかし、使用回数が増えると屎尿が蓄積加算されるので、汚水の総量は増していき、この余剰水を、例えばバキュームカーで汲み取る方式によると、バキューム車の利用料金や処理料金がかかるため不経済である。一方、循環式トイレは浄化槽ではないので、放流することは禁止されている。   That is, after replenishing clean water in the treatment tank and starting to use, it is not necessary to replenish clean water from the outside as a general flush toilet in principle. However, as the number of uses increases, the amount of urine is accumulated and added, so the total amount of sewage increases. According to the method of pumping this surplus water with, for example, a vacuum car, it is uneconomical due to the use of a vacuum car and processing charges. It is. On the other hand, since the circulation toilet is not a septic tank, it is prohibited to discharge it.

また、汚水を土壌処理する方式では、余剰水を土壌に浸透させ、土壌表面及び土壌上の植栽を介して大気に蒸発させるが、この場合は土壌処理専用の敷地が必要であり、大雨時には専用土壌外に余剰水が流出するおそれがある。   In the method of treating sewage with soil, surplus water penetrates into the soil and evaporates to the atmosphere through planting on the soil surface and soil. In this case, a site dedicated to soil treatment is required. There is a risk of excess water flowing out of the soil.

更に、このようなトイレ装置として、例えば特許文献1には、便器を設置した便槽の下部に排水バルブを有するドレンパイプを設けた点が開示されている。これによると、ドレンパイプに連通して地中に埋設した底面のみ開放した汚泥分解筒を有し、固形分は便槽内で微生物により分解させ、汚泥状に消化された状態で年に1回又は2回程度排水バルブを開放して地中に浸透させるというものである。   Furthermore, as such a toilet apparatus, for example, Patent Document 1 discloses that a drain pipe having a drain valve is provided at a lower portion of a toilet tank in which a toilet bowl is installed. According to this, it has a sludge decomposing cylinder that is open to the drain pipe and is buried in the ground only. The solid content is decomposed by microorganisms in the toilet and digested into sludge once a year. Alternatively, the drain valve is opened about twice to penetrate into the ground.

また、特許文献2には、便器に排泄された大便と小便、及び洗浄水を固液分離する機構を設け、大便は圧送機構によって大便処理槽に導いて微生物によって発酵分解させ、小便及び便器洗浄水はリサイクル槽に導き、該リサイクル槽内の小便及び便器洗浄水を利用して便器の洗浄を行うようにした点が開示されている。
特開平11−47034号公報(第3頁、図1) 特開平11−131552号公報(第4−6頁、図1)
Further, Patent Document 2 is provided with a mechanism for solid-liquid separation of stool and urine excreted in a toilet bowl, and washing water is guided to a stool treatment tank by a pumping mechanism and fermented and decomposed by microorganisms. It is disclosed that water is led to a recycling tank, and toilets are washed using urine and toilet flushing water in the recycling tank.
Japanese Patent Laid-Open No. 11-47034 (page 3, FIG. 1) Japanese Patent Laid-Open No. 11-131552 (page 4-6, FIG. 1)

しかしながら、特許文献1では、余剰水を土壌に直に浸透させているが、前述したように、土壌処理専用の敷地が必要であり、また、土壌や地下水の汚染が懸念される。この対策として、例えば図5に示すように、トイレ室40の地下にトイレ装置100の生物処理槽を配設し、余剰水槽16内に設けた水中ポンプ41により、ホース44を介して処理水を畑42に供給して野菜43の栽培に利用したものが考えられる。   However, in Patent Document 1, surplus water is directly infiltrated into the soil. However, as described above, a site dedicated to soil treatment is necessary, and there is a concern about contamination of soil and groundwater. As a countermeasure, for example, as shown in FIG. 5, a biological treatment tank of the toilet apparatus 100 is disposed in the basement of the toilet room 40, and treated water is supplied through a hose 44 by an underwater pump 41 provided in the surplus water tank 16. The thing supplied to the field 42 and utilized for cultivation of the vegetables 43 can be considered.

しかし、この場合においても、土壌中の適宜箇所で浸透を防止すべくシート45等を設ける必要があり、大雨時には専用土壌外に余剰水が流出するおそれがある。
また、特許文献2では、リサイクル槽にオーバフロー槽兼蒸散槽が接続されていて、リサイクル槽を溢れた処理水は、このオーバフロー槽兼蒸散槽に流れ込んで自然蒸発される構成を有しているが、自然蒸発のため蒸発効率が悪い。このため、余剰水が流出するおそれもある。
However, even in this case, it is necessary to provide a sheet 45 or the like to prevent permeation at an appropriate location in the soil, and surplus water may flow out of the dedicated soil during heavy rain.
Further, in Patent Document 2, an overflow tank / transpiration tank is connected to the recycling tank, and the treated water overflowing the recycling tank flows into the overflow tank / transpiration tank and is naturally evaporated. Evaporation efficiency is poor due to natural evaporation. For this reason, there is a possibility that surplus water flows out.

本発明は、斯かる課題を解決するためになされたもので、その目的とするところは、余剰水槽内の処理水を曝気して強制的に蒸発させ大気に放散することでメンテナンスを軽減させる循環式トイレを提供することにある。   The present invention has been made in order to solve such a problem. The purpose of the present invention is to circulate the treatment water in the surplus water tank by aeration, forcibly evaporate it and dissipate it to the atmosphere to reduce maintenance. To provide a toilet.

前記目的を達成するため、請求項1に係る発明は、
便器の下方に複数の生物処理槽を有する汚水処理槽を配設し、該汚水処理槽にて汚水を浄化して該浄化後の処理水を循環させ、洗浄水として便器に供給する循環式トイレにおいて、
前記生物処理槽の下流側に配置され、該生物処理槽から溢れた処理水を貯留する余剰水槽と、
該余剰水槽の処理水を曝気して蒸発させるべく、前記余剰水槽の水面に浮上するフロートと、該フロートに40〜400mmの間の任意長の間隔を隔ててその水面下に固定支持され、多数の穴が形成された曝気管と、を有する曝気蒸発手段と、
該曝気蒸発手段に空気を送り込むブロワと、を備えたことを特徴とする。
In order to achieve the object, the invention according to claim 1
A circulatory toilet in which a sewage treatment tank having a plurality of biological treatment tanks is disposed below the toilet bowl, the sewage treatment tank purifies the sewage, circulates the treated water after purification, and supplies the sewage water to the toilet as wash water In
An excess water tank that is disposed downstream of the biological treatment tank and stores treated water overflowing from the biological treatment tank;
In order to evaporate aerated treated water of the excess water tank, a float which floats on the water surface of the surplus water tank is fixedly supported on the underwater spaced any length between 40~400mm to the float, a number An aeration tube having a hole formed therein ; and
And a blower for sending air to the aeration evaporation means.

請求項2に係る発明は、請求項記載の循環式トイレにおいて、
前記余剰水槽の水位を検出するセンサと、
該センサが前記余剰水槽の所定値以上の水位を検出したことで警報を発する警報手段と、を備えことを特徴とする。
The invention according to claim 2 is the circulation toilet according to claim 1 ,
A sensor for detecting the water level of the surplus water tank;
Characterized in that said sensor is provided with, and alarm means for sounding an alarm by detecting a predetermined value or more water level of the surplus water tank.

本発明によれば、余剰水槽に浮かして配置された曝気蒸発手段により、余剰水槽内の処理水を曝気して強制的に蒸発させ大気に放散することで、余剰水処理についての管理が半減されるので、メンテナンス面及びコスト面を軽減することができる。   According to the present invention, the management of surplus water treatment is halved by aerating and forcing the treated water in the surplus water tank to evaporate and dissipate it to the atmosphere by the aeration evaporation means arranged floating in the surplus water tank. Therefore, maintenance and cost can be reduced.

以下、図面に基づき本発明の実施の形態を説明する。
図1は、本実施の形態における循環式トイレ100の全体構成を示している。同図において、この循環式トイレ100は、水洗式の便器1の下方に複数の生物処理槽(3〜7)と余剰水槽16とからなる汚水処理槽2が配設され、この汚水処理槽2にて汚水を浄化し、浄化後の処理水を洗浄水として循環させて便器1に送水する方式が採用されている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows the overall configuration of a circulating toilet 100 according to the present embodiment. In this figure, a circulating toilet 100 is provided with a sewage treatment tank 2 comprising a plurality of biological treatment tanks (3-7) and an excess water tank 16 below a flush toilet 1. The system which purifies the sewage water and circulates the treated water after the purification as washing water and feeds it to the toilet 1 is adopted.

本実施形態では、汚水処理槽2は複数の生物処理槽(3〜7)を有していて、これら複数の生物処理槽(3〜7)に順に汚水が下流側に送られて浄化される。すなわち、汚水処理槽2は、便器1からの汚物と洗浄水を固形物と浮遊物に分離する嫌気性の沈殿分離槽3と、浮遊物等を含む中間水を生物処理する接触曝気槽4と、生物処理後の中間水から沈殿物を分離する沈殿分離槽5と、沈殿分離後の中間水にオゾンガスを接触させるオゾン接触槽6、及び水中の不要なオゾンガスを分解するオゾン分解槽7と、を有している。   In this embodiment, the sewage treatment tank 2 has a plurality of biological treatment tanks (3 to 7), and the sewage is sequentially sent to the downstream side for purification in the plurality of biological treatment tanks (3 to 7). . That is, the sewage treatment tank 2 includes an anaerobic sedimentation separation tank 3 that separates the filth and washing water from the toilet 1 into solid and floating substances, and a contact aeration tank 4 that biologically treats intermediate water containing floating substances and the like. A precipitation separation tank 5 for separating the precipitate from the intermediate water after biological treatment, an ozone contact tank 6 for contacting ozone gas with the intermediate water after the precipitation separation, and an ozone decomposition tank 7 for decomposing unnecessary ozone gas in the water, have.

接触曝気槽4の槽内には、微生物が住み着き易くなるように表面を凹凸にしたろ材8と、このろ材8に配管11を介して空気を送り込む散気管9が配置されている。この散気管9には、ブロア10から空気が送り込まれていて、この空気が、ろ材8の下方から散気管9に形成された多数の穴(図示せず)から細かい気泡となって上昇して、好気性処理が進み水質がさらによくなる。   In the tank of the contact aeration tank 4, a filter medium 8 having an uneven surface so that microorganisms can easily settle, and a diffuser pipe 9 for sending air to the filter medium 8 through a pipe 11 are arranged. Air is sent from the blower 10 to the air diffuser 9, and the air rises as fine bubbles from a large number of holes (not shown) formed in the air diffuser 9 from below the filter medium 8. As the aerobic treatment progresses, the water quality becomes even better.

また、オゾン接触槽6の槽内には、多数の穴(図示せず)が形成された散気管12が配置されている。この散気管12には、オゾン発生器13により作られた高濃度のオゾンガスが配管14を経て多数の穴から気泡として噴出する。そして、槽内の水とオゾンとが十分に接触することにより、処理水が脱臭及び脱色されて槽内の水はさらに清浄になる。   Further, in the tank of the ozone contact tank 6, an air diffuser 12 having a large number of holes (not shown) is disposed. High-concentration ozone gas produced by the ozone generator 13 is ejected as bubbles from a large number of holes through the pipe 14 into the air diffuser 12. And when the water in a tank and ozone fully contact, treated water will be deodorized and decolored and the water in a tank will be further purified.

オゾン分解槽7では、清浄水中の不要なオゾンガスが分解された後、該清浄水は配管31を介してポンプ30により便器1の洗浄に使用される。なお、オゾン接触槽6の上部には、該オゾン接触槽6から発生する余剰のオゾンを除去するオゾン除去装置32が設けられ、オゾン除去後に大気に放散している。   In the ozone decomposition tank 7, after unnecessary ozone gas in the clean water is decomposed, the clean water is used for washing the toilet 1 by the pump 30 through the pipe 31. Note that an ozone removing device 32 for removing excess ozone generated from the ozone contact tank 6 is provided at the upper part of the ozone contact tank 6 and diffused into the atmosphere after ozone removal.

ここで、本実施の形態では、複数の生物処理槽(3〜7)の下流側に配置され、該複数の生物処理槽(3〜7)から溢れた処理水を貯留する余剰水槽16と、この余剰水槽16の処理水を曝気して蒸発させるべく、余剰水槽16に浮かして配置された曝気蒸発手段25と、この曝気蒸発手段25に空気を送り込むブロワ20とを備えている。   Here, in this Embodiment, the surplus water tank 16 which is arrange | positioned in the downstream of several biological treatment tanks (3-7), and stores the treated water overflowing from this several biological treatment tank (3-7), In order to aerate and evaporate the treated water in the surplus water tank 16, an aeration evaporating means 25 arranged floating in the surplus water tank 16 and a blower 20 for sending air to the aeration evaporating means 25 are provided.

図2に示すように、この曝気蒸発手段25は、余剰水槽16の水面に浮上するフロート18と、このフロート18に所定間隔を隔ててその水面下に支持具19を介して固定支持された曝気管17とを備えている。曝気管17には多数の穴(図示せず)が形成されていて、上述したブロワ20から曝気管17に送り込まれた空気は、この多数の穴から泡となって余剰水槽16内に噴出される。   As shown in FIG. 2, the aeration and evaporation means 25 includes a float 18 that floats on the surface of the surplus water tank 16, and an aeration that is fixedly supported by the float 18 below the surface of the water via a support 19 at a predetermined interval. And a tube 17. A large number of holes (not shown) are formed in the aeration pipe 17, and the air fed into the aeration pipe 17 from the blower 20 described above is jetted into the surplus water tank 16 as bubbles from the numerous holes. The

フロート18としては、例えば発泡スチロールやタイヤチューブ、又は塩化ビニル等の合成樹脂が用いられる。また、フロート18と曝気管17との中心間の距離Hは一定である。この距離Hは、処理水を曝気して蒸発させる能力に関係していて、例えば40〜400mmに設定されるが、本実施形態では、より好ましくは50〜200mmに設定されている。なお、ブロア20から空気を送り込む送風管24には、伸縮自在なフレキシブルホースが用いられている。   As the float 18, for example, a polystyrene, a tire tube, or a synthetic resin such as vinyl chloride is used. Further, the distance H between the centers of the float 18 and the aeration tube 17 is constant. This distance H is related to the ability to aerate and evaporate the treated water, and is set to 40 to 400 mm, for example. In this embodiment, it is more preferably set to 50 to 200 mm. In addition, the flexible hose which can be expanded-contracted is used for the ventilation pipe | tube 24 which sends in air from the blower 20.

上述した構成により、オゾン分解槽7の水位が余剰水の増加に伴って上昇し、越流面15から水が溢れて越流すると、この水は余剰水槽16に貯留される。こうして貯留された余剰水槽16内の水位は、使用開始時はゼロであっても、使用されることで上昇していく。   With the above-described configuration, when the water level of the ozonolysis tank 7 rises as the excess water increases and the water overflows and overflows from the overflow surface 15, this water is stored in the excess water tank 16. Even if the water level in the excess water tank 16 stored in this way is zero at the start of use, it rises as it is used.

本実施形態では、フロート18と曝気管17とは支持具19により固定支持されているため、余剰水槽16内の水位の変動に関係なく、水面から曝気管17までの距離Hは常に一定である。このため、ブロア20から余剰水槽16内に大量の空気を送り込むことができ、余剰水槽16の処理水を多量に蒸発させて水位を低下させることができる。これにより、余剰水槽16内の水位を自動的に調節してメンテナンスを軽減することができる。   In this embodiment, since the float 18 and the aeration pipe 17 are fixedly supported by the support 19, the distance H from the water surface to the aeration pipe 17 is always constant regardless of the fluctuation of the water level in the surplus water tank 16. . For this reason, a large amount of air can be sent into the surplus water tank 16 from the blower 20, and a large amount of treated water in the surplus water tank 16 can be evaporated to lower the water level. Thereby, the water level in the surplus water tank 16 can be automatically adjusted to reduce maintenance.

これに対し、若しも曝気管17が余剰水槽16の底部に固定されている場合は、水面から曝気管17までの距離は水位によって変動することになる。このため、水位が高いときには、水位が低いときと比べてブロア20の性能上、余剰水槽16内に少量の空気しか送り込むことができず、よって余剰水槽16からの蒸発量も減少する。これにより、余剰水槽16内の水位が異常に上昇して、汲み取り等の必要が生じるおそれがある。   On the other hand, if the aeration pipe 17 is fixed to the bottom of the surplus water tank 16, the distance from the water surface to the aeration pipe 17 varies depending on the water level. For this reason, when the water level is high, only a small amount of air can be sent into the surplus water tank 16 due to the performance of the blower 20 compared to when the water level is low, and the amount of evaporation from the surplus water tank 16 is also reduced. Thereby, the water level in the surplus water tank 16 may rise abnormally, and there is a possibility that the need for pumping or the like may arise.

ところで、余剰水槽16内には、水位監視用の電極21(又はフロートスイッチ)が設けられていて、この電極21により、余剰水槽16内の水位を検出することができる。すなわち、本実施形態では、電極21は3本の電極棒21a,21b,21cを有していて、余剰水槽16内の水位が低い順から夫々A点,B点,C点を越えたときに制御回路22に検出信号を送出する。   By the way, the surplus water tank 16 is provided with an electrode 21 (or a float switch) for monitoring the water level, and the water level in the surplus water tank 16 can be detected by this electrode 21. That is, in this embodiment, the electrode 21 has three electrode rods 21a, 21b, and 21c, and when the water level in the surplus water tank 16 exceeds points A, B, and C, respectively, from the lowest level. A detection signal is sent to the control circuit 22.

制御回路22では、この検出信号を受信して余剰水槽16内の水位に応じてブロア20と排気ファン23とを連動制御するようになっている。
次に、図2〜図4に基づき本実施形態の作用について説明する。
The control circuit 22 receives this detection signal and controls the blower 20 and the exhaust fan 23 in conjunction with each other according to the water level in the surplus water tank 16.
Next, the effect | action of this embodiment is demonstrated based on FIGS.

図2は、余剰水槽16内の水位が低い時の状態を示している。すなわち、余剰水槽16内の水位はゼロからスタートし、水位が中間のB点に達して電極棒21bがこれを検出するまでは、制御回路22によりブロア20と排気ファン23は駆動されず、停止状態を保っている。   FIG. 2 shows a state when the water level in the surplus water tank 16 is low. That is, the water level in the surplus water tank 16 starts from zero, and the blower 20 and the exhaust fan 23 are not driven and stopped by the control circuit 22 until the water level reaches the intermediate point B and the electrode rod 21b detects this. Keeps the state.

次に、図3は、余剰水槽16内の水位が高くなった時の状態を示している。すなわち、余剰水槽16内の水位がB点に達すると、電極棒21bがこれを検出し、この検出信号に基づき、制御回路22によりブロア20と排気ファン23が駆動される。こうして、ブロア20から曝気管17に向けて空気が送られ、その空気は余剰水槽16内に噴出されて泡となり、処理水を曝気して蒸発させる。同時に、排気ファン23によって蒸発気体を外部に放出する。   Next, FIG. 3 shows a state when the water level in the surplus water tank 16 becomes high. That is, when the water level in the surplus water tank 16 reaches point B, the electrode rod 21b detects this, and the blower 20 and the exhaust fan 23 are driven by the control circuit 22 based on this detection signal. In this way, air is sent from the blower 20 toward the aeration pipe 17, and the air is jetted into the surplus water tank 16 to become bubbles, and the treated water is aerated and evaporated. At the same time, evaporated gas is discharged to the outside by the exhaust fan 23.

このようにして、処理水が蒸発し余剰水槽16内の水位がA点まで下がると、ブロア20と排気ファン23は運転が停止され、以下、前述したと同様の動作が繰り返される。
更に、図4に示すように、トイレの使用回数が当初の想定の範囲を超えて多く、曝気蒸発手段25による蒸発が追いつかず、余剰水槽16内の水位がC点を越えたとする。すると、電極棒21cがこれを検出し、制御回路22を介してアラーム灯27が点灯し、管理者に汲み取り等の必要性を知らせる。なお、このアラーム灯27の代わりに警報音を発するようにしても良い。
In this way, when the treated water evaporates and the water level in the surplus water tank 16 drops to the point A, the blower 20 and the exhaust fan 23 are stopped from operating, and the same operation as described above is repeated thereafter.
Furthermore, as shown in FIG. 4, it is assumed that the number of times the toilet is used exceeds the initially assumed range, the evaporation by the aeration evaporation means 25 cannot catch up, and the water level in the surplus water tank 16 exceeds the C point. Then, the electrode rod 21c detects this, and the alarm lamp 27 is turned on via the control circuit 22 to inform the manager of the necessity for pumping. An alarm sound may be emitted instead of the alarm lamp 27.

本実施の形態における循環式トイレの全体構成を示す図である。It is a figure which shows the whole structure of the circulation type toilet in this Embodiment. 余剰水槽(低水位時)の詳細を示す図である。It is a figure which shows the detail of a surplus water tank (at the time of a low water level). 余剰水槽(高水位時)の詳細を示す図である。It is a figure which shows the detail of a surplus water tank (at the time of a high water level). 余剰水槽(異常高水位時)の詳細を示す図である。It is a figure which shows the detail of a surplus water tank (at the time of an abnormally high water level). トイレ装置における水処理の従来例を示す図である。It is a figure which shows the prior art example of the water treatment in a toilet apparatus.

符号の説明Explanation of symbols

1 便器
2 汚水処理槽
3 沈殿分離槽
4 接触曝気槽
5 沈殿分離槽
6 オゾン接触槽
7 オゾン分解槽
8 ろ材
9 散気管
10 ブロア
11 配管
12 散気管
13 オゾン発生器
14 配管
15 越流面
16 余剰水槽
17 曝気管
18 フロート
19 支持具
20 ブロア
21 電極
21a 電極棒
21b 電極棒
21c 電極棒
22 制御回路
23 排気ファン
24 送風管
25 曝気蒸発手段
27 アラーム灯
30 ポンプ
31 配管
32 オゾン除去装置
40 トイレ室
DESCRIPTION OF SYMBOLS 1 Toilet 2 Sewage treatment tank 3 Precipitation separation tank 4 Contact aeration tank 5 Precipitation separation tank 6 Ozone contact tank 7 Ozone decomposition tank 8 Filter medium 9 Air diffuser pipe 10 Blower 11 Pipe 12 Air diffuser pipe 13 Ozone generator 14 Pipe 15 Overflow surface 16 Surplus Water tank 17 Aeration pipe 18 Float 19 Support tool 20 Blower 21 Electrode 21a Electrode bar 21b Electrode bar 21c Electrode bar 22 Control circuit 23 Exhaust fan 24 Blow pipe 25 Aeration evaporation means 27 Alarm lamp 30 Pump 31 Pipe 32 Ozone removal device 40 Toilet room

Claims (2)

便器の下方に複数の生物処理槽を有する汚水処理槽を配設し、該汚水処理槽にて汚水を浄化して該浄化後の処理水を循環させ、洗浄水として便器に供給する循環式トイレにおいて、
前記生物処理槽の下流側に配置され、該生物処理槽から溢れた処理水を貯留する余剰水槽と、
該余剰水槽の処理水を曝気して蒸発させるべく、前記余剰水槽の水面に浮上するフロートと、該フロートに40〜400mmの間の任意長の間隔を隔ててその水面下に固定支持され、多数の穴が形成された曝気管と、を有する曝気蒸発手段と、
該曝気蒸発手段に空気を送り込むブロワと、を備えた、
ことを特徴とする循環式トイレ。
A circulatory toilet in which a sewage treatment tank having a plurality of biological treatment tanks is disposed below the toilet bowl, the sewage treatment tank purifies the sewage, circulates the treated water after purification, and supplies the sewage water to the toilet as wash water In
An excess water tank that is disposed downstream of the biological treatment tank and stores treated water overflowing from the biological treatment tank;
In order to evaporate aerated treated water of the excess water tank, a float which floats on the water surface of the surplus water tank is fixedly supported on the underwater spaced any length between 40~400mm to the float, a number An aeration tube having a hole formed therein ; and
A blower for sending air to the aeration evaporation means,
A circulating toilet characterized by that.
前記余剰水槽の水位を検出するセンサと、
該センサが前記余剰水槽の所定値以上の水位を検出したことで警報を発する警報手段と、を備えた、
ことを特徴とする請求項1記載の循環式トイレ。
A sensor for detecting the water level of the surplus water tank;
Alarm means for issuing an alarm when the sensor detects a water level above a predetermined value in the surplus water tank,
The circulating toilet according to claim 1.
JP2006158946A 2006-06-07 2006-06-07 Circulating toilet Active JP4526511B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0617889Y2 (en) * 1989-07-13 1994-05-11 コロナ工業株式会社 Flush toilet purification system
JPH11131552A (en) * 1997-10-27 1999-05-18 Earth Clean Kk Water circulation type toilet system decomposing egesta by using microorganism
JP2001259680A (en) * 2000-03-23 2001-09-25 Ngk Insulators Ltd Aeration device and aeration method
JP2002320995A (en) * 2001-04-27 2002-11-05 Rajiant:Kk Water purifying device and method therefor
JP2004130170A (en) * 2002-10-08 2004-04-30 Kurio Corp:Kk Air diffusion device by underwater suspension and air diffusion method
JP2004160442A (en) * 2002-09-19 2004-06-10 Sanyuu:Kk Water cleaning method and water cleaning apparatus used in the method
JP2005131536A (en) * 2003-10-30 2005-05-26 Toyota Auto Body Co Ltd Circulation type flush toilet system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0617889Y2 (en) * 1989-07-13 1994-05-11 コロナ工業株式会社 Flush toilet purification system
JPH11131552A (en) * 1997-10-27 1999-05-18 Earth Clean Kk Water circulation type toilet system decomposing egesta by using microorganism
JP2001259680A (en) * 2000-03-23 2001-09-25 Ngk Insulators Ltd Aeration device and aeration method
JP2002320995A (en) * 2001-04-27 2002-11-05 Rajiant:Kk Water purifying device and method therefor
JP2004160442A (en) * 2002-09-19 2004-06-10 Sanyuu:Kk Water cleaning method and water cleaning apparatus used in the method
JP2004130170A (en) * 2002-10-08 2004-04-30 Kurio Corp:Kk Air diffusion device by underwater suspension and air diffusion method
JP2005131536A (en) * 2003-10-30 2005-05-26 Toyota Auto Body Co Ltd Circulation type flush toilet system

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