JPH10266300A - Waste water treatment facility used for circulating type flush toilet - Google Patents

Waste water treatment facility used for circulating type flush toilet

Info

Publication number
JPH10266300A
JPH10266300A JP9108049A JP10804997A JPH10266300A JP H10266300 A JPH10266300 A JP H10266300A JP 9108049 A JP9108049 A JP 9108049A JP 10804997 A JP10804997 A JP 10804997A JP H10266300 A JPH10266300 A JP H10266300A
Authority
JP
Japan
Prior art keywords
water
tank
sludge
treatment tank
cis
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
JP9108049A
Other languages
Japanese (ja)
Inventor
Kenji Uchida
憲司 内田
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.)
READER KK
Original Assignee
READER KK
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 READER KK filed Critical READER KK
Priority to JP9108049A priority Critical patent/JPH10266300A/en
Publication of JPH10266300A publication Critical patent/JPH10266300A/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

  • Sanitary Device For Flush Toilet (AREA)
  • Activated Sludge Processes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a waste water treatment facility having a structure to effectively and separately take out sludge in order to clean circulating water of a circulating type toilet. SOLUTION: In a waste water treatment tank, as a means to effectively take out sludge, a floating sludge removing device 5 is provided in a secondary treatment tank 11, and a precipitated sludge removing device 6 is provided in a tertiary treatment tank 12, and a device capable of recovering sludge water by a sludge water draining storage tank is provided. Therefore, the sludge can be discharged outside a treatment tank. A screen type aeration device is also provided in a primary treatment tank so that the sludge removing device effectively operates, and decay of muck and oxidizing reaction with a deposit fluocculant for water treatment are promoted.

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、循環式トイレにお
ける循環水処理装置に関するものであり、循環式トイレ
の循環水を浄化させる為、汚泥を効果的に分離して取り
出す為の構造を持つ、循環式トイレ用浄化装置に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a circulating water treatment apparatus for a circulating toilet and has a structure for effectively separating and extracting sludge for purifying circulating water of the circulating toilet. The present invention relates to a cleaning device for a circulation toilet.

【0002】[0002]

【従来の技術】従来の循環式水洗トイレにおいては、浄
化槽の構造が、生物ろ過方式の浄化槽と酷似にており排
泄物の崩壊を循環水の水流とバッ気のみに頼り、大量の
処理水を必要とした。
2. Description of the Related Art In a conventional circulating flush toilet, the structure of a septic tank is very similar to that of a biological filtration system. Needed.

【0003】[0003]

【発明が解決しようとする課題】従来の循環式水洗トイ
レにあっては、排泄物の十分な崩壊が行われず、崩壊に
要する時間も長かった。又、崩壊後の処理汚泥も比重の
軽い物は浮遊したままであり、比重の重い処理汚泥はそ
の回収が循環水の交換時期に限られていた。そのため循
環水の浄化度合いが低く、循環水の交換時期を早めてい
た。又、集中的に使用された場合、循環水の浄化が十分
でなく、使用者に不快な思いをさせていた。
In the conventional flush toilet, the excrement was not sufficiently disintegrated and the disintegration time was long. In addition, the sludge having a low specific gravity also remains suspended in the treated sludge after the collapse, and the collection of the treated sludge having a high specific gravity is limited to the time of circulating water exchange. Therefore, the degree of purification of the circulating water is low, and the circulating water exchange time is hastened. In addition, when used intensively, the purification of circulating water is not sufficient, which makes the user uncomfortable.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本考案においては、処理汚泥回収装置を備え、比重
の軽い処理汚泥と、比重の重い処理汚泥とに分離し、回
収することを可能にしている。その結果、循環水を常に
浄化された状態に保つことが出来る、循環式水洗トイレ
の浄化槽。
In order to achieve the above-mentioned object, the present invention is provided with a treated sludge recovery device, and separates and collects the treated sludge with a low specific gravity and the treated sludge with a high specific gravity. Making it possible. As a result, the circulating flush toilet septic tank can keep the circulating water purified at all times.

【0005】[0005]

【発明の実施の形態】上記のように構成された、循環式
水洗トイレの浄化槽の二次処理槽内気泡吸着浮上汚泥除
去装置では、移送準備室に設けられたポンプにより、循
環水が気泡浮上汚泥除去装置内上部に給水され、底部よ
りやや上方に設けられた通水口より排出する構造になっ
ているため、循環水が底部に向かって流れる。二次処理
槽内気泡吸着浮上汚泥除去装置下部には、ばっ気を行う
為の気泡発生装置が備えられており、底部に向かって流
れる循環水に気泡を放出させる。放出された気泡は浮力
により上方へ向かって上昇するが、循環水の流れが底部
に向かっているため、気泡の帯留時間が長くなり、循環
水との接触を十分に行う事が可能となる。気泡はゆっく
りと上昇しながら水処理用折出凝集剤のイオン吸着力の
効果を伴い、比重の軽い処理汚泥に吸着し、細かい泡状
になり気泡吸着浮上汚泥除去装置上部に浮上する。浮上
した泡状の汚泥は、浮上してくる処理汚泥に押し上げら
れ、回収装置より外部に排出される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the apparatus for removing air-bubble floating sludge in the secondary treatment tank of the purification tank of the circulating flush toilet constructed as described above, the circulating water floats by the pump provided in the transfer preparation chamber. Water is supplied to the upper part inside the sludge removing device, and is discharged from a water inlet provided slightly above the bottom, so that circulating water flows toward the bottom. A bubble generator for aeration is provided below the bubble adsorption and floating sludge removal device in the secondary treatment tank, and releases bubbles to the circulating water flowing toward the bottom. The released bubbles rise upward due to buoyancy, but since the flow of the circulating water is directed to the bottom, the residence time of the bubbles is prolonged, and sufficient contact with the circulating water can be performed. The bubbles are slowly rising and are accompanied by the effect of the ion-adsorbing power of the coagulant for water treatment, are adsorbed by the treated sludge having a low specific gravity, become fine bubbles, and float on the upper part of the bubble-absorbing floating sludge removing device. The floating foamed sludge is pushed up by the rising treated sludge and discharged to the outside from the recovery device.

【0006】三次処理槽は、二次処理槽より給水した循
環水を流れの穏やかな層流で流し、循環水に混入してい
る比重の重い汚泥を沈殿させ、底部に溜める、沈殿分離
処理槽である。底部に溜まった汚泥は、任意もしくは自
動により、サイフォン式沈殿汚泥除去装置、又はドレー
ンバルブの開放にて汚泥の抜き取りができる。
The tertiary treatment tank is a sedimentation separation treatment tank in which circulating water supplied from the secondary treatment tank flows in a gentle laminar flow to sediment heavy sludge mixed in the circulating water and accumulates at the bottom. It is. Sludge that has accumulated at the bottom can be optionally or automatically extracted by opening a siphon-type settled sludge removal device or a drain valve.

【0007】水洗シスタンクは、三次処理槽より給水し
た循環水が貯められ、前工程にて浄化された循環水の最
も不純物の少ない部分の水を洗浄水として便器に供給す
る事を目的としており、そのため洗浄水排出口の位置
は、滞留している循環水の最も汚れが少ない高さに設定
される。排出された洗浄水が便器に流れていない時に
は、下部にある一次汚水貯槽へと循環水は戻される。
尚、流れ出る洗浄水の流量は流量調節バルブによりその
流量を制限される。給水される流量が多い場合には、浮
上している比重の軽い処理汚泥と共にオーバーフローパ
イプを経由して一次汚水貯槽へと戻される。
The rinsing cis tank stores circulating water supplied from the tertiary treatment tank, and aims to supply the portion of the circulating water purified in the preceding process, which has the least amount of impurities, to the toilet as washing water. Therefore, the position of the washing water discharge port is set to a height at which the remaining circulating water has the least contamination. When the discharged flush water is not flowing to the toilet, the circulating water is returned to the lower primary wastewater storage tank.
The flow rate of the washing water flowing out is limited by a flow rate control valve. When the flow rate of supplied water is large, the sludge is returned to the primary wastewater storage tank via the overflow pipe together with the treated sludge having a low specific gravity.

【0008】汚泥水切貯槽には、二次処理槽に設けられ
た気泡吸着浮上汚泥除去装置により排出された浮上汚泥
と、三次処理槽内に設けられたサイホン式沈殿汚泥除去
装置により抜き出された処理汚泥は汚泥水切り貯槽に取
り付けられたスポンジ製ろ布袋に送り込まれる。送り込
まれた汚泥は水分が多く含まれているが、汚泥水切貯槽
の下部に多穴部がある為、スポンジ製ろ布袋を通過した
水分は下の一次汚水処理槽へ落下し、汚泥だけが、スポ
ンジ製ろ布袋に残留する事を目的としている。
In the sludge drainage storage tank, the floating sludge discharged by the bubble adsorption floating sludge removal device provided in the secondary treatment tank and the siphon type settling sludge removal device provided in the tertiary treatment tank are extracted. The treated sludge is sent to a sponge filter cloth bag attached to the sludge drainage storage tank. The sludge sent in contains a lot of moisture, but since there is a multi-hole at the bottom of the sludge drainage storage tank, the moisture that has passed through the sponge filter cloth bag falls to the primary wastewater treatment tank below, leaving only the sludge, It is intended to remain in sponge filter bags.

【0009】[0009]

【実施例】実施例について図面を参照して説明すると、
図1において、トイレ室に設けられた便器1は、トイレ
室床面下に備えられた排水管2によって、機械室内の一
次汚水処理槽3に接続されている。
Embodiments will be described with reference to the drawings.
In FIG. 1, a toilet bowl 1 provided in a toilet room is connected to a primary sewage treatment tank 3 in a machine room by a drain pipe 2 provided below the floor of the toilet room.

【0010】一次汚水処理槽3には、排泄物を一次停滞
させて、ばっ気により排泄物を崩壊させる役割を担う槽
と、循環水を、上部の二次処理槽へ移送するためのポン
プ4を備えた、ポンプ槽とにより、構成されている。
The primary sewage treatment tank 3 has a tank that plays a role of temporarily stagnating excrement and collapsing the excrement by aeration, and a pump 4 for transferring circulating water to an upper secondary treatment tank. , And a pump tank.

【0011】上部処理槽は、循環水をばっ気処理し、循
環水に含まれている比重の小さい処理汚泥を気泡に吸着
し、浮上させて除去する、気泡吸着浮上汚泥除去装置5
と、比重の重い処理汚泥を循環水を層流で流す事により
沈殿させ、沈殿した汚泥を、空気サイホンにより除去す
る沈殿汚泥除去装置6、及び便器に送水するための循環
水をろ過し、貯留するための水洗シスタンク13から構
成されている。
The upper treatment tank is for aerating the circulating water, adsorbing the treated sludge having a low specific gravity contained in the circulating water to the air bubbles, and floating and removing the sludge.
And the treated sludge having a high specific gravity is settled by flowing the circulating water in a laminar flow, and the settling sludge removing device 6 for removing the settled sludge by an air siphon, and the circulating water for sending to a toilet bowl are filtered and stored. And a washing cis tank 13 for washing.

【考案の効果】上述の様に、本考案の循環式水洗トイレ
の浄化槽は、循環式トイレの循環水を常にきれいな状態
で使用出来るので、従来の水道水を直接流す方式の水洗
トイレと同様の使い勝手と清潔感が得られ、使用者に不
快な思いをさせる事がなく、便器を着色する事もない。
尚循環式トイレの特徴である断水時でも使用できる。下
水道の無いところでも使用できる。節水と云った長所は
そのまま生かされている。
[Effects of the Invention] As described above, the septic tank of the circulating flush toilet of the present invention can use the circulating water of the circulating toilet in a clean state at all times. Usability and cleanliness are obtained, and the user does not feel uncomfortable and does not color the toilet.
In addition, it can be used even when water is cut off, which is a feature of the circulation toilet. Can be used where there is no sewer. The advantage of saving water is preserved.

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

【図1】本考案の循環式水洗トイレの浄化槽、及び便器
を取り付けた状態の側面図である。
FIG. 1 is a side view of a circulation type flush toilet of the present invention with a septic tank and a toilet attached.

【図2】本考案の浄化槽正面透視図である。FIG. 2 is a front perspective view of the septic tank of the present invention.

【図3】本考案の下段処理槽の平面図である。FIG. 3 is a plan view of the lower processing tank of the present invention.

【図4】本考案の浄化槽、及び便器を取り付けた状態の
平面透視図である。
FIG. 4 is a plan perspective view of the septic tank of the present invention and a toilet attached thereto.

【符号の説明】[Explanation of symbols]

1 便器 2 排水管 3 一次汚水処理槽 4 移送ポンプ 5 気泡吸着浮上汚泥除去装置 6 沈殿汚泥除去装置 7 汚泥水切り貯槽 8 ブロアポンプ 9 ろ過材 10 スクリーン式ばっ気装置 11 二次処理槽 12 三次処理槽 13 水洗シスタンク DESCRIPTION OF SYMBOLS 1 Toilet bowl 2 Drain pipe 3 Primary sewage treatment tank 4 Transfer pump 5 Bubble adsorption floating sludge removal device 6 Sediment sludge removal device 7 Sludge drainage storage tank 8 Blower pump 9 Filtration material 10 Screen type aeration device 11 Secondary treatment tank 12 Tertiary treatment tank 13 Washing cis tank

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 浄化槽を構成する処理槽が、下段部分
と上段部分からなり、下段の一次処理槽と上段の二次処
理槽、三次処理槽、水洗シスタンクにより構成される。
一次処理槽では、汚物の崩壊と水処理用折出凝集剤との
酸化反応を促進する為の、スクリーン式ばっ気装置をも
ち、上部処理槽への移送を行う為のポンプ室を備えてい
る。二次処理槽には浮上汚泥除去装置、三次処理槽には
沈殿汚泥除去装置を備え、それぞれ除去された汚泥を汚
泥水切貯槽により回収する装置を備え、水処理用折出凝
集剤を循環水に注入し有機物の酸化処理を促進し、脱臭
効果と凝集効果による汚水処理を行う循環式水洗トイレ
用浄化装置。
1. A treatment tank constituting a septic tank comprises a lower part and an upper part, and comprises a lower primary treatment tank, an upper secondary treatment tank, a tertiary treatment tank, and a water washing cis tank.
The primary treatment tank has a screen type aeration device for promoting the oxidization reaction between the waste and the coagulant for water treatment, and is equipped with a pump chamber for transfer to the upper treatment tank. . The secondary treatment tank is equipped with a floating sludge removal device, and the tertiary treatment tank is equipped with a settling sludge removal device.Each is equipped with a device that collects the removed sludge by a sludge drainage storage tank. A circulating flush toilet purifier that injects and accelerates the oxidation of organic matter, and performs sewage treatment by deodorizing and coagulating effects.
【請求項2】 浮上汚泥除去装置は、上部に口径の小
さい開口部を有した筒状をなしており、側面上部付近に
給水のための開口部があり、底部より上に排水のための
排水口を有している。この構造により給水された水は、
上部より下部に向かって流れる。排水口とほぼ同じ高さ
にばっ気装置を備え、ブロアポンプより送られてきた空
気を放出し、浮力により気泡は上部に向かって上昇す
る。筒内の水流が下部に向かっているため、水中での気
泡の滞留時間が長くなり、水に溶け込む溶存酸素を増加
させるのに効果的な構造となっている。又、水中の空気
は、上昇しながら軽い汚物に付着し、水面に泡状の浮遊
物として浮上させる。泡状の浮遊物は、次々と上昇して
くる泡状の浮遊物により押し上げられ、上部に設けられ
た口径の小さい開口部より押し出され、水中の汚泥の中
でも軽い汚泥を取り除く事が可能となる処理手段を備え
た循環式水洗トイレ用浄化装置。
2. The floating sludge removing device has a cylindrical shape having a small-diameter opening at an upper portion, an opening for water supply near an upper side portion, and a drainage for drainage above a bottom portion. Has a mouth. The water supplied by this structure is
It flows from the upper part to the lower part. Equipped with an aeration device at almost the same height as the drain port, discharges air sent from the blower pump, and bubbles rise upward due to buoyancy. Since the water flow in the cylinder is directed to the lower part, the residence time of the bubbles in the water is lengthened, and the structure is effective for increasing the dissolved oxygen dissolved in the water. In addition, the air in the water adheres to light dirt while rising, and floats on the surface of the water as a foamy floating substance. The foam-like suspended matter is pushed up by the foam-like suspended matter that rises one after another, and is pushed out from a small-diameter opening provided at an upper portion, and it is possible to remove light sludge from the underwater sludge. A circulating flush toilet purifier equipped with a treatment means.
【請求項3】 三次処理槽は、給水側と排水側の間に
多穴板を備え、取りつけは、底部より水面の上まで達し
ており、取りつけ位置は槽を二分する様に配置され、か
つ中央部が広く成るように取りつけられている。これに
より、通過する水が上部から底部に至るまでほぼ均一の
流れになり、流速の遅い層流となる。ここで比重の重い
汚泥は沈降し、底部に溜まる。二分された槽の底部に
は、沈殿汚泥除去装置を備えており、沈降した汚泥を空
気サイホンの作用で沈殿汚泥除去装置に設けられた多数
の開口部より吸引し、空気サイホン内を上昇して外部に
放出する手段を用いた、沈殿汚泥除去装置を備えた循環
式水洗トイレ用浄化装置。
3. The tertiary treatment tank has a multi-hole plate between the water supply side and the drainage side, and the mounting extends from the bottom to above the water surface, and the mounting position is arranged so as to bisect the tank, and It is installed so that the central part becomes wide. As a result, the passing water has a substantially uniform flow from the top to the bottom, resulting in a laminar flow having a low flow velocity. Here, the heavy sludge settles and accumulates at the bottom. At the bottom of the bisected tank, a sedimentation sludge removal device is provided, and the settled sludge is sucked from the many openings provided in the sedimentation sludge removal device by the action of the air siphon, and rises inside the air siphon. A cleaning device for a circulating flush toilet equipped with a settling sludge removal device using a means for discharging to the outside.
【請求項4】 水洗シスタンクは、タンク内中央部付
近を仕切り板で上下に二分割されており、仕切り板には
シスタンク下部に送水する為の送水管、下部シスタンク
の空気を抜く為の空気抜き管、上部シスタンクのオーバ
ーフロー用の排水管が備えられている。送水管は下部に
向かって、下部シスタンクの中段付近まで至る長さで取
り付けられている。空気抜き管は、仕切り板より上部に
向かって取り付けられており、上限に於ける水面高さよ
り上部に位置するよう開口部が設けられている。排水管
は、上限に於ける水面高さに開口部を持ち、下部シスタ
ンクを貫通し、一次処理槽の上面に排水可能な構造をな
している。又、仕切り板の上部には、多口板による水切
りが設けられており、水切りの上面にはろ過材を置き、
送水管に流れる水が、ろ過材を通過して来る構造をなし
ており、下部シスタンクにろ過した水を送水する。下部
シスタンクに送水する場合、内部の空気を逃がす必要が
あり、空気抜き管から下部シスタンクの空気を抜く構造
を備えた循環式水洗トイレ用浄化装置。
4. The flushing cis tank is divided into upper and lower parts by a partition plate in the vicinity of the center of the tank, and the partition plate has a water pipe for supplying water to the lower part of the cis tank and an air vent pipe for releasing air from the lower cis tank. A drain pipe for overflow of the upper cis tank is provided. The water pipe is attached to the lower cis-tank to the middle stage. The air vent pipe is attached to the upper side from the partition plate, and has an opening so as to be located above the water surface height at the upper limit. The drainage pipe has an opening at the water level at the upper limit, penetrates the lower cis tank, and has a structure capable of draining to the upper surface of the primary treatment tank. In addition, on the upper part of the partition plate, a water drain by a multi-port plate is provided, and a filtering material is placed on the upper surface of the drainer,
The structure is such that the water flowing through the water pipe passes through the filter media and sends the filtered water to the lower cis tank. When water is supplied to the lower cis tank, the air inside the cis tank must be released, and a purifying device for a circulating flush toilet equipped with a structure for bleeding air from the lower cis tank through an air vent pipe.
JP9108049A 1997-03-21 1997-03-21 Waste water treatment facility used for circulating type flush toilet Pending JPH10266300A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9108049A JPH10266300A (en) 1997-03-21 1997-03-21 Waste water treatment facility used for circulating type flush toilet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9108049A JPH10266300A (en) 1997-03-21 1997-03-21 Waste water treatment facility used for circulating type flush toilet

Publications (1)

Publication Number Publication Date
JPH10266300A true JPH10266300A (en) 1998-10-06

Family

ID=14474640

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9108049A Pending JPH10266300A (en) 1997-03-21 1997-03-21 Waste water treatment facility used for circulating type flush toilet

Country Status (1)

Country Link
JP (1) JPH10266300A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1332101C (en) * 2005-04-22 2007-08-15 杨静 Multifunctional lavatory
US7794592B2 (en) 2006-06-29 2010-09-14 Ralph Brown Wastewater disinfection apparatus and methods

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1332101C (en) * 2005-04-22 2007-08-15 杨静 Multifunctional lavatory
US7794592B2 (en) 2006-06-29 2010-09-14 Ralph Brown Wastewater disinfection apparatus and methods

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