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JP4597420B2 - Disposer-compatible hybrid processing tank - Google Patents

Disposer-compatible hybrid processing tank Download PDF

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Publication number
JP4597420B2
JP4597420B2 JP2001142059A JP2001142059A JP4597420B2 JP 4597420 B2 JP4597420 B2 JP 4597420B2 JP 2001142059 A JP2001142059 A JP 2001142059A JP 2001142059 A JP2001142059 A JP 2001142059A JP 4597420 B2 JP4597420 B2 JP 4597420B2
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tank
wastewater
water
treatment
concentration
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JP2001142059A
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JP2002336883A (en
Inventor
栄一 鈴木
雅司 後藤
圭治 手塚
晋 瓜生
顕治 吉岡
慶 高橋
剛 市成
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Fujiclean Co Ltd
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Fujiclean Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、家庭から排出される汚水や排水の処理を、一律に合併処理するのではなく、汚濁物質濃度の高低に応じて分別処理する高濃度処理槽と低濃度処理槽を、単一槽に組み込み一体化することで混成してなる、言わばハイブリッドな処理槽であって、特に、近時、普及しつつあるディスポーザに対応可能とするハイブリッド処理槽に関する。
【0002】
【従来の技術】
排水処理技術の進展に伴い、し尿汚水を浄化処理する単独浄化槽が廃止され、家庭から排出されるトイレ汚水や、台所排水、浴室排水、洗濯排水、洗面排水等の生活雑排水は、すべて合併処理浄化槽により一律に浄化処理している。
【0003】
その際、特に、ピーク時に200〜300L/日が流出する浴室排水や洗濯排水に対する合併処理を可能とするため、必然的に、大容量化した合併処理浄化槽とすることを必要不可欠なものとしている。
【0004】
ところで、合併処理の対象となる前記した汚水排水における汚濁物質濃度について着眼すると、トイレ汚水や台所排水等の場合には、その汚濁物質濃度が極めて高いカテゴリーに属するに対し、前記生活雑排水の中でも、浴室排水、洗濯排水、洗面排水等の場合には、その汚れの程度が極めて低いカテゴリーに属することは、周知のところである。
【0005】
【発明が解決しようとする課題1】
それを従来の合併処理浄化槽では、前記した汚水排水に対する汚濁物質濃度の高低を考慮することなく、玉石混交させて一律に合併浄化処理に供しており、見方によっては、次のような諸点で非効率なものとなっている。
【0006】
例えば、汚濁物質濃度の極めて高い有機性汚水の浄化処理能力が、短時間に多量に流入する浴室排水や洗濯排水等により希釈化され易く、また、それが処理斑を惹き起こす原因となる。
【0007】
そこで、多量流入による影響を軽減し、所定の放流性能を確保するために、流量調整槽とその付帯装置を組み込んだり、槽全体での流量調整ができるようにする等の各種の工夫を付加する等のことで、結果的には、合併処理浄化槽の大容量化を招いている。
【0008】
他方、汚れ度合の低い浴室排水、洗濯排水、洗面排水等にとって、それが汚濁物質濃度の高い有機性汚水と混じり合うことで、相対的に汚れ度合を高くすることになる。
【0009】
また、従来の合併処理浄化槽では、汚れ度合の低い排水を、トイレの洗浄用水、洗車用水、庭木の散水用水等の中水として、再利用することができない処理手法としており、節水や、限りある水の有効利用の求められる今日的な課題に応えられない事態でもある。
【0010】
この点、従来、下水道とは別に、主に、浴室排水や雨水等の雑排水を中水として処理する専用の雑排水処理槽を設置している場合がある。
【0011】
ところが、下水道施設のない浄化槽地域では、既設の単独浄化槽や合併処理浄化槽に加えて、当該雑排水処理槽を別途設置することが必要となる。
それでは、多大な設備負担や維持管理コストの負担増加を、ユーザーに強いることになる上に、我が国における住宅事情を考慮したとき、限られた設置スペースに、合併処理浄化槽と雑排水処理槽の2槽を設置したり、埋設することが困難な状況が多々ある。
【0012】
そこで、前記の課題を解決するために、自己の先願に係る特願平11−321153号の明細書とその図面において、汚濁物質濃度の高い汚水を浄化処理する汚水処理槽と、汚濁物質濃度の低い排水を再生処理する排水処理槽を、単一槽に組み込み一体化することで混成してなるハイブリッド浄化槽を提供するに至っている。
【0013】
より具体的には、単一槽に、汚濁物質濃度の高いトイレ汚水や台所排水等を浄化処理する高濃度汚水処理槽と、生活雑排水の中で、比較的汚れ度合の低い浴室排水や洗濯排水や洗面排水等を、トイレの洗浄用水、洗車用水、庭木の散水用水等として、再び利用可能に再生処理する低濃度排水処理槽を組み込んでなるハイブリッド浄化槽を提供している。
【0014】
他方、近時には、台所の流し台(シンク)の排水口の直下部に、ディスポーザが組み込まれ、台所で発生した野菜屑、魚の骨や頭等、或いは、賞味期限を過ぎたり、食べ残した生ゴミ等を、排水口からディスポーザ内部の回転盤上に投入し、当該回転盤を電動モータにより高速回転することで、ディスポーザ内周に凹凸形成した固定刃と、回転盤に設けたハンマ刃により、機械的に細かく粉砕処理した上で、排水と一緒に流している(以下、それを生ゴミ排水という)。
【0015】
これにより、生ゴミを台所の室内外に、その回収まで貯めておくことによる悪臭や虫の発生等の事態を防止し、廃棄ゴミを減量化し、特に、定められた曜日、時間等のゴミ出し条件に制約される住民にとっての負担を軽減させている。
【0016】
【発明が解決しようとする課題2】
ところが、ディスポーザを使用した場合のデメリットとして、それが下水道や浄化槽での汚水処理の負荷を増大させ、また、細断した生ゴミを排水するため水使用量の大幅な増加を招くことになる。
【0017】
言い換えれば、ディスポーザを用いる場合、通常、生ゴミとして貯められて回収廃棄される筈の生ゴミが、全て細断され生ゴミ排水として排出される。
その結果、細断された野菜屑等のSSが、下水配管に堆積した場合の対応や、高くなった負荷に対応できる下水処理施設とするに、多大な費用を必要とすることから、ディスポーザの使用が許可されない下水道地域が多数存在している。
【0018】
同様に、それを浄化槽により汚水処理を行なう場合には、高くなった負荷に対応する為には、より大きな処理槽、高機能な処理槽が必要となる。
また、粉砕した生ゴミを排水するための水が、余分に必要となる為に、水不足が懸念される地域では、節水を理由にして、その使用を禁止している場合もある。
【0019】
そこで、本発明では、自己の先願に係る特願平11―321153号の明細書及び図面に記載のハイブリッド処理槽を基礎にしながら、その内の汚水処理槽をディスポーザ対応型とすることで、その普及に対処することに着眼したのである。
【0020】
具体的には、請求項1では、単一の槽内を仕切板によって、主に、トイレ汚水、ディスポーザにより細断された生ゴミ排水、台所排水等の汚濁物質濃度の高い汚水排水を浄化処理する高濃度汚水処理槽と、主に、浴室排水、洗濯排水、洗面排水等の汚濁物質濃度の低い排水を中水に再生処理する低濃度排水処理槽に区画し、その内、一方の高濃度汚水処理槽を隔壁によって、流入する汚水排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽に区画するとともに、他方の低濃度排水処理槽を隔壁によって、流入する排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽、又は、消毒槽と、消毒処理水の貯水槽に区画し、更に、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水を、高濃度汚水処理槽の一次処理槽へオーバーフローで流入させるように構成したことを特徴とするディスポーザ対応型のハイブリッド処理槽を提供する。
【0021】
従って、浄化槽地域におけるハイブリッド浄化槽の汚水処理槽では、主に、トイレ汚水、ディスポーザにより細断された生ゴミ排水、通常の台所排水等の汚濁物質濃度の高い汚水排水を浄化処理することを特徴とする。
【0022】
また、請求項2では、単一の槽内を仕切板によって、主に、ディスポーザにより細断された生ゴミ排水、台所排水等の汚濁物質濃度の高い排水を浄化処理する高濃度排水処理槽と、主に、浴室排水、洗濯排水、洗面排水等の汚濁物質濃度の低い排水を中水に再生処理する低濃度排水処理槽に区画し、その内、一方の高濃度排水処理槽を隔壁によって、流入する汚水排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽に区画するとともに、他方の低濃度排水処理槽を隔壁によって、流入する排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽、又は、消毒槽と、消毒処理水の貯水槽に区画し、更に、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水を、下水道へオーバーフローで放流するように構成したことを特徴とするディスポーザ対応型のハイブリッド処理槽を提供する。
【0023】
要するに、下水道地域では、トイレ汚水は、下水道管へそのまま排出して下水施設での処理に供することとし、ディスポーザにより細断された生ゴミ排水、台所排水等の汚濁物質濃度の高い排水(トイレ排水を含まない)を、高濃度排水処理槽で処理することにより、ディスポーザの普及に対応することを特徴とする。
【0024】
従って、前記のようなハイブリッド処理槽とすることにより、ディスポーザを使用することから生ずる負荷の増大という課題を、下水道地域の場合にあっては、下水道、下水処理施設にかける負担を軽減する為に、トイレ排水を含まない生ゴミ排水、台所排水等を処理する高濃度排水処理槽により解決し、また、浄化槽地域の場合には、トイレ汚水を含む生ゴミ排水、台所排水等を高濃度汚水処理槽において、通常の浄化槽と同等レベルまで浄化処理して放流することで対応する。加えるに、「中水利用のための低濃度排水処理槽」を併せ持つことで、水の再利用を促進し、水使用量の増加という課題をも解決する。
【0025】
その際、単一の槽内を仕切板によって、高濃度汚水処理槽又は高濃度排水処理槽と低濃度排水処理槽に区画することにより、トイレの洗浄用水、洗車用水、庭木の散水用水等の中水として再利用するための低濃度排水処理槽が、高濃度汚水処理槽又は高濃度排水処理槽へ流入する汚水排水等により汚染されないようにしている。
【0026】
また、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水(余剰分)を、浄化槽地域においては、高濃度汚水処理槽の一次処理槽へオーバーフローで流入させることにより、流入排水の余剰分を汚濁物質濃度の高い汚水排水との合併処理に供するとともに、下水道地域においては、下水道へオーバーフローで放流するようにしている。
【0027】
また、請求項3では、低濃度排水処理槽で消毒処理した中水を、その消毒槽又は貯水槽からポンプアップする手段を組み込むことで、通常、地中に埋設したハイブリッド処理槽から中水を汲み上げて、再利用するに利便としている。
【0029】
【発明の実施の形態】
以下、本発明に係る実施の形態を、図1に示すハイブリッド処理槽の平面概要図と、図2と図3に示す浄化槽地域に設置されるディスポーザ対応型のハイブリッド処理槽の第1例と第2例の給排水の模式フローと、図4と図5に示すトイレ排水を下水道に流す下水道地域に設置されるディスポーザ対応型のハイブリッド処理槽の第1例と第2例の給排水の模式フローに基づいて説明する。
【0030】
1は単一槽を2槽に完全分離する仕切板であって、その一方の槽容量の大きい側を、汚濁物質濃度の高い汚水排水を浄化処理する高濃度汚水処理槽Xに区画形成し、他方の槽容量の小さい側を、汚濁物質濃度の低い排水を再生処理する低濃度排水処理槽Yに区画形成している。
【0031】
これらの各槽の容量割合は、対象人員の数、ハイブリット処理槽の高濃度汚水処理槽でトイレ排水を浄化処理する図2や図3の給排水系の浄化槽とするか、トイレ汚水を下水道へ流す図4や図5に示す給排水系とするかにより異なるが、通常、トイレ汚水を含む高濃度汚水処理槽X(又はトイレ汚水を含まない高濃度排水処理槽)の槽容量を全体の2/3〜3/4程度、低濃度排水処理槽Yを1/3〜1/4程度としている。
【0032】
その内、一方の高濃度汚水処理槽Xは、高濃度の汚水排水が流入する流入管2側から、処理水の放流管3側にかけて、汚水処理の工程順に応じて複数の処理槽に区画され、具体的には、流入する汚水排水を嫌気処理する一次処理槽4と、その一次処理水を好気処理する二次処理槽5と、その二次処理水を貯留する処理水槽6と、それを消毒処理する消毒槽7とからなる。
【0033】
この高濃度汚水処理槽Xで浄化処理される対象として、図2と図3に示す浄化槽地域の場合では、トイレ汚水、通常の台所排水、ディスポーザにより細断され水により排出される生ゴミ排水等の高濃度汚水排水が対象となる。
また、図4と図5に示す下水道地域の場合では、トイレ排水を含まない生ゴミ排水、通常の台所排水等の高濃度排水が対象となる。
そこで、汚濁物質濃度の高い生ゴミ排水、台所排水等を対象とし、トイレ排水を含まない排水処理槽を、高濃度排水処理槽Xという。
【0034】
図1において、8は一次処理槽4と二次処理槽5との隔壁であって、一次処理水が隔壁8に設けた移流口から二次処理槽5に移流する。
9は二次処理槽5と処理水槽6との隔壁であって、二次処理水が隔壁9の底部開口を潜流して処理水槽6へ移流する。
11は処理水槽6と消毒槽7との隔壁であって、処理水槽6に貯留された上澄液が消毒槽7へ越流して消毒処理に供される。
【0035】
また、他方の低濃度排水処理槽Yは、排水が流入する流入管11側から、処理水の移流管12側にかけて、排水再生処理の工程順に応じて複数の処理槽に区画され、具体的には、流入する排水の一次処理槽13と、当該一次処理水の二次処理槽14と、当該二次処理水の処理水槽15と、それを消毒処理する消毒槽16と、消毒処理した中水の貯水槽17とからなる。
【0036】
この排水処理槽Yでの処理対象としては、浄化槽地域、下水道地域を問わず、図2〜図5に示す生活雑排水の内、汚濁物質濃度の低い浴室汚水、洗濯排水、洗面排水等の低濃度排水が対象となる。
【0037】
また、この排水処理槽Yの場合も、前記した汚水処理槽Xの場合と同様に、各処理槽13〜17が、隔壁18〜21により、図1に示すように区画形成している。
その内、隔壁18により、一次処理槽13と二次処理槽14を区画し、また、隔壁19により、二次処理槽14と処理水槽15、消毒槽16を区画している。
また、隔壁20により、処理水槽16と消毒槽16を区画し、隔壁21により、処理水槽15、消毒槽16と貯水槽17を区画している。
【0038】
22は貯水槽17の中水を汲み上げるポンプであって、図1に示すように、貯水槽17の槽内に設置するか、或いは、移流管12に接続される中水道配管23の途中に設けられる。
中水道配管23は、ポンプ22により汲み上げた中水を、トイレの洗浄用水、洗車用水、庭木の散水用水等として再利用するために屋内外に配管される。
【0039】
24、25は移流管とその逆止弁であって、排水処理槽Yの一次処理槽13と汚水処理槽Xの一次処理槽4を区画する仕切板1の上方部に設けられ、一次処理槽13に流入した余剰排水を、汚水処理槽Xの一次処理槽4へオーバーフローさせ、逆止弁25により逆流を防止している。
当然のことながら、排水処理槽Y側の一次処理槽13の水位線が、汚水処理槽X側の一次処理槽4の水位線より、一段と高い位置となるように設定されていることから、本来、逆止弁25は、不要であるが、万が一の為に装着しておくことが好ましい。
【0040】
【変形例】
図1において、26はバイパス管であって、想像線に示すように、排水処理槽Yへの流入排水の余剰分を、排水流入管11の途中から槽外をバイパスさせて汚水流入管2へ移流するように配管している。
従って、流入排水の余剰分を、汚水処理槽Xの一次処理槽4へ流入させる手段としては、槽内に設けた前記移流管24から直接オーバーフローさせるか、槽外に配管したバイパス管25から流入させる、とのいずれかにより対処する。
【0041】
而して、トイレ汚水や台所排水や生ゴミ排水等の高濃度の汚水排水が、汚水流入管2から一次処理槽4へ流入すると、当該一次処理槽4の前段で、汚水中の夾雑物を沈殿分離させることで除去するか、或いは、嫌気濾床槽第1室での嫌気処理した上で、それを後段の嫌気濾床槽で再び嫌気処理することで一次処理がなされる。
【0042】
一次処理水が、次の二次処理槽5へ移流すると、通常、散気装置からの噴出空気により、流動床担体を介して生物濾過処理したり、接触濾材による曝気処理がなされたり、又は、槽内の活性汚泥中に浸漬した不織布膜モジュールによりダイナミック濾過処理したり、或いは、精密平膜モジュールと吸引ポンプにより吸引濾過することにより浄化処理される。
【0043】
その後、二次処理水は、隔壁9から次の処理水槽6へ潜流して貯留され、消毒槽7での消毒処理に供された上で、槽外へ放流される。
【0044】
他方、生活雑排水の内、浴室排水や洗濯排水や洗面排水等の低濃度排水が、排水流入管11から一次処理槽13へ流入すると、当該一次処理槽13では、排水中の夾雑物を沈殿分離することで除去したり、スクリーン等により除去した上で一次処理する。
【0045】
この一次処理水が、次の二次処理槽14へ移流すると、通常、散気装置からの噴出空気により、流動床担体を介して生物濾過処理したり、接触濾材による曝気処理したり、又は、槽内に浸漬した不織布膜モジュールによりダイナミック濾過したり、或いは、精密平膜モジュールと吸引ポンプにより吸引濾過することで、再利用水として使用可能な中水に再生処理される。
【0046】
更に、その濾過処理水を、必要に応じて次の処理水槽15へ移流して貯留した上で、消毒槽16での消毒処理に供する。
消毒処理された中水は、最後に、貯水槽17へ移流して貯留され、槽内外のいずれかに設けたポンプ22により汲み上げられ、中水道配管23へ供給されることで、再利用に供される。
【0047】
【変形例】
尚、前記した排水処理槽Yの二次処理槽14が、膜処理槽である場合には、その濾過処理水を直接消毒槽16へ移流することができる。
また、貯水槽17を屋外に単独に設置するような場合には、移流管12を消毒槽16に接続し、ポンプ22により屋外貯水槽(図示せず)に汲み上げることになる。
【0048】
【発明の効果】
本発明は、前記のように、ディスポーザにより細断された生ゴミ排水とトイレ汚水等を対象とする高濃度汚水処理槽、又は、生ゴミ排水と台所排水等を対象とする高濃度排水処理槽と、汚濁物質濃度の低い排水を処理する低濃度排水処理槽を、単一槽に組み込み一体化してなるディスポーザ対応型のハイブリッド処理槽としたので、汚濁物質濃度の高低に対応した汚水排水の分別処理と、低濃度排水を中水として処理することが、適切且つ極めて効率良く行なうことができる。
【0049】
従って、ディスポーザを使用することから生ずる処理負荷の増大という課題を、下水道地域の場合にあっては、下水道、下水処理施設にかける負担を軽減する為に、トイレ排水を含まない生ゴミ排水、台所排水等を処理する高濃度排水処理槽により解決し、また、浄化槽地域の場合には、トイレ汚水を含む生ゴミ排水、台所排水等を高濃度汚水処理槽において、通常の浄化槽と同等レベルまで浄化処理して放流することで、ディスポーザの普及に対応することができる。
【0050】
また、中水利用のための低濃度排水処理槽を組み込んでいるので、水の再利用を促進し、水使用量の増加という課題をも解決する。
具体的には、他方の低濃度排水処理槽により、生活雑排水の中で、比較的汚れ度合の低い浴室排水や洗濯排水や洗面排水等を、トイレの洗浄用水、洗車用水、庭木の散水用水等の中水として、再利用することができ、節水と、水資源の有効利用に貢献する、等の絶大な効果を発揮する。
【0051】
その際、単一の槽内を仕切板によって、高濃度汚水処理槽又は高濃度排水処理槽と低濃度排水処理槽に区画することにより、トイレの洗浄用水、洗車用水、庭木の散水用水等の中水として再利用するための低濃度排水処理槽が、高濃度汚水処理槽の流入汚水や高濃度排水処理槽の排水により汚染されることがない。
【0052】
また、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水(余剰分)を、高濃度汚水処理槽の一次処理槽へオーバーフローで流入させることにより、流入排水の余剰分を汚濁物質濃度の高い汚水排水との合併処理に供している。
その為、貯水槽が満タン状態となった場合における、流入排水の余剰分の処理が損なわれることもない。
【0053】
また、低濃度排水処理槽で消毒処理した中水を、その消毒槽又は貯水槽からポンプアップする手段を組み込むことで、通常、地中に埋設したハイブリッド処理槽から中水を汲み上げて、再利用するに利便としている。
【図面の簡単な説明】
【図1】浄化槽地域に設置されるハイブリッド浄化槽、又は、下水道地域に設置されるハイブリッド処理槽の概要平面図である。
【図2】浄化槽地域に設置されるディスポーザ対応型のハイブリッド浄化槽への配管系の第1例を示す図であって、ディスポーザを台所の流し台の排水口の直下部に組み込んだ場合における給排水のフローを示している。
【図3】同じく浄化槽地域に設置されるディスポーザ対応型のハイブリッド浄化槽への配管系の第2例を示す図であって、ディスポーザを台所の流し台の近傍(排水口以外)適所、又は、それ以外の洗濯排水やトイレ汚水の近傍適所、或いは、高層住宅における各階の適所、例えば、ダストシュート位置に隣接して組み込んだ場合における給排水のフローを示している。
【図4】トイレ汚水を下水道に流す下水道地域に設置されるディスポーザ対応型のハイブリッド処理槽への配管フローの第1例を示す図であって、ディスポーザを台所の流しの直下部に組み込んだ場合における給排水のフローを示している。
【図5】同じく下水道地域に設置されるディスポーザ対応型のハイブリッド処理槽への配管系の第2例を示す図であって、ディスポーザを台所の流し台の近傍(排水口以外)適所、又は、それ以外の洗濯排水やトイレ汚水の近傍適所、或いは、高層住宅における各階の適所、例えば、ダストシュート位置に隣接して組み込んだ場合における給排水のフローを示している。
【符号の説明】
X 高濃度汚水処理槽又は高濃度排水処理槽
Y 低濃度排水処理槽
1 仕切板
2 汚水流入管
3 放流管
4、13 一次処理槽
5、14 二次処理槽
6、15 処理水槽
7、16 消毒槽
8、9、10、18、19、20、21 隔壁
11 排水流入管
12、24 移流管
17 貯水槽
22 ポンプ
23 中水道配管
25 逆止弁
26 バイパス管
[0001]
BACKGROUND OF THE INVENTION
The present invention is not to uniformly treat the treatment of sewage and wastewater discharged from households, but to separate a high concentration treatment tank and a low concentration treatment tank that perform separation treatment according to the level of pollutant concentration. In particular, the present invention relates to a hybrid processing tank that is hybridized by being integrated and integrated, and particularly relates to a hybrid processing tank that can cope with a disposer that has recently become widespread.
[0002]
[Prior art]
With the advancement of wastewater treatment technology, a single septic tank that purifies human wastewater is abolished, and toilet wastewater discharged from households, kitchen wastewater, bathroom wastewater, laundry wastewater, toilet wastewater, and other household wastewater are all combined. It is uniformly purified by the septic tank.
[0003]
At that time, in particular, in order to enable merger processing for bathroom wastewater and laundry wastewater that flows out at a peak of 200 to 300 L / day, it is inevitably necessary to have a combined treatment septic tank with a large capacity. .
[0004]
By the way, when focusing on the pollutant concentration in the sewage drainage that is subject to the merger process, in the case of toilet sewage, kitchen drainage, etc., the pollutant concentration belongs to a very high category. It is well known that in the case of bathroom drainage, laundry drainage, bathroom drainage, etc., the degree of dirt belongs to a very low category.
[0005]
[Problem 1 to be Solved by the Invention]
In the conventional combined treatment septic tank, the concentration of pollutants in the sewage drainage is not taken into account, and the boulders are mixed and used uniformly for the combined purification treatment. It is efficient.
[0006]
For example, the purification capacity of organic sewage with extremely high pollutant concentration is easily diluted by bathroom effluent or laundry effluent that flows in a large amount in a short period of time, and this causes processing spots.
[0007]
Therefore, in order to reduce the influence of a large amount of inflow and secure a predetermined discharge performance, various devices such as incorporating a flow rate adjusting tank and its auxiliary device, and enabling the flow rate adjustment in the entire tank are added. As a result, the merger processing septic tank is increased in capacity.
[0008]
On the other hand, for bathroom drainage, laundry drainage, bathroom drainage, etc. with a low degree of contamination, the degree of contamination is relatively increased by mixing with organic wastewater with a high concentration of contaminants.
[0009]
In the conventional merger treatment septic tank, wastewater with a low degree of contamination is treated as a non-recyclable treatment method such as toilet wash water, car wash water, garden water sprinkling water, etc. It is also a situation where it is not possible to meet today's issues that require effective use of water.
[0010]
In this regard, conventionally, there is a case where a dedicated wastewater treatment tank for treating miscellaneous wastewater such as bathroom wastewater or rainwater as middle water is installed separately from the sewer.
[0011]
However, in the septic tank area where there is no sewerage facility, it is necessary to separately install the miscellaneous wastewater treatment tank in addition to the existing single septic tank or the combined treatment septic tank.
Then, in addition to forcing the users to increase the burden of equipment and maintenance costs, and considering the housing situation in Japan, the combined treatment septic tank and miscellaneous wastewater treatment tank 2 in the limited installation space There are many situations where it is difficult to install or bury tanks.
[0012]
Therefore, in order to solve the above-mentioned problems, in the specification of Japanese Patent Application No. 11-32153 and its drawings relating to the prior application, a sewage treatment tank for purifying sewage having a high pollutant concentration, and a pollutant concentration As a result, a hybrid septic tank is obtained by combining a wastewater treatment tank that regenerates low-level wastewater into a single tank.
[0013]
More specifically, in a single tank, a high-concentration sewage treatment tank that purifies toilet sewage and kitchen effluent with a high concentration of pollutants, and bathroom drainage and laundry that have a relatively low degree of contamination among household wastewater. We provide a hybrid septic tank that incorporates a low-concentration wastewater treatment tank that recycles wastewater and toilet drainage, etc., as toilet washing water, car washing water, garden watering water, etc.
[0014]
On the other hand, recently, a disposer has been built directly under the drain of the kitchen sink (sink), so that vegetable scraps, fish bones, heads, etc. generated in the kitchen, or food waste that has expired or has been left uneaten. Etc. are put on the rotating disc inside the disposer from the drain port, and the rotating disc is rotated at a high speed by an electric motor, so that the fixed blade with irregularities formed on the inner periphery of the disposer and the hammer blade provided on the rotating disc After being finely pulverized, it is washed with wastewater (hereinafter referred to as garbage wastewater).
[0015]
This prevents the generation of bad odors and insects caused by storing raw garbage in and out of the kitchen until it is recovered, reducing the amount of waste, and in particular, taking out garbage on specified days of the week, hours, etc. This reduces the burden on residents who are restricted by conditions.
[0016]
[Problem 2 to be Solved by the Invention]
However, as a demerit when using a disposer, it increases the load of sewage treatment in sewers and septic tanks, and drains the shredded garbage, resulting in a significant increase in water usage.
[0017]
In other words, when the disposer is used, the waste garbage that is usually stored as garbage and collected and discarded is all shredded and discharged as garbage wastewater.
As a result, disposing of SS, such as shredded vegetable scraps, requires a great deal of cost to create a sewage treatment facility that can handle sewage pipes and high loads. There are many sewerage areas where use is not permitted.
[0018]
Similarly, when sewage treatment is performed using a septic tank, a larger treatment tank and a highly functional treatment tank are required to cope with the increased load.
In addition, since extra water is needed to drain the crushed garbage, the use of water may be prohibited in areas where water shortages are a concern because of water saving.
[0019]
Therefore, in the present invention, based on the hybrid treatment tank described in the specification and drawings of Japanese Patent Application No. 11-321153 relating to its prior application, the sewage treatment tank therein is a disposer-compatible type, He focused on dealing with the spread.
[0020]
Specifically, in claim 1, a single tank is mainly treated with a partition plate to mainly clean toilet wastewater, wastewater shredded by a disposer, and wastewater with a high concentration of pollutants such as kitchen wastewater. High-concentration sewage treatment tanks and mainly low-concentration wastewater treatment tanks that regenerate wastewater with low pollutant concentration, such as bathroom drainage, laundry wastewater, and wash drainage, into middle water. The sewage treatment tank is divided into a primary treatment tank for the inflowing sewage drainage, a secondary treatment tank for the primary treatment water, a treatment water tank for the secondary treatment water, and a disinfection tank for the sewage drain, and the other low concentration The wastewater treatment tank is separated by a partition into a primary treatment tank for inflowing wastewater, a secondary treatment tank for the primary treated water, a treated water tank for the secondary treated water, a disinfection tank, or a disinfection tank, and disinfected treatment water. The water tank is further divided into sterilization tanks for low-concentration wastewater treatment tanks. Disposer characterized in that the reservoir is at the full level, to constitute a waste water flowing into the primary treatment tank of the low-concentration wastewater treatment tank, so as to flow in the overflow to the primary treatment tank of the high-concentration sewage treatment tank Providing compatible hybrid processing tanks.
[0021]
Therefore, the sewage treatment tank of the hybrid septic tank in the septic tank area is mainly characterized by purifying sewage effluent with high pollutant concentration such as toilet sewage, garbage waste shredded by a disposer, and normal kitchen effluent. To do.
[0022]
Further, in claim 2, a high-concentration wastewater treatment tank for purifying wastewater having a high concentration of pollutants such as garbage wastewater and kitchen wastewater shredded by a disposer mainly in a single tank by a partition plate; , Mainly, it is divided into low-concentration wastewater treatment tank that regenerates wastewater with low pollutant concentration such as bathroom drainage, laundry wastewater, and wash drainage into middle water, and one of the high-concentration wastewater treatment tanks is separated by a partition wall. The primary treatment tank for the inflowing sewage wastewater, the secondary treatment tank for the primary treatment water, the treatment water tank for the secondary treatment water, and the disinfection tank, and the other low-concentration wastewater treatment tank by the partition wall, Dividing into a primary treatment tank of inflowing wastewater, a secondary treatment tank of the primary treated water, a treated water tank of the secondary treated water, a disinfection tank or disinfection tank thereof, and a storage tank of disinfected treatment water, In addition, the disinfection tank or storage tank of the low-concentration wastewater treatment tank is full. It came to the wastewater flowing into the low-concentration wastewater treatment tank primary treatment tank, to provide a disposer corresponding hybrid treatment tank, characterized by being configured so as to discharge in the overflow to the sewer.
[0023]
In short, in the sewer area, toilet sewage is discharged into the sewer pipe as it is for treatment at the sewage facility, and wastewater with high pollutant concentration (such as toilet wastewater) Is not treated) in a high-concentration wastewater treatment tank, so that the disposer can be widely used.
[0024]
Therefore, in order to reduce the burden on sewerage and sewage treatment facilities, in the case of sewerage areas, the problem of increased load resulting from the use of the disposer by using the hybrid treatment tank as described above. This is solved by a high-concentration wastewater treatment tank that treats garbage wastewater and kitchen wastewater that does not include toilet wastewater. In the case of the septic tank area, high-concentration wastewater treatment of garbage wastewater and kitchen wastewater including toilet wastewater In the tank, it can be handled by purifying it to the same level as a normal septic tank and discharging it. In addition, by having a “low-concentration wastewater treatment tank for the use of medium water”, it promotes the reuse of water and solves the problem of increased water consumption.
[0025]
At that time, by a partition plate a single tank, by partitioning a high concentration sewage treatment tank or the high-concentration waste water treatment tank and a low-concentration wastewater treatment tank, toilet cleaning water, wash water, watering water etc. garden A low-concentration wastewater treatment tank for reuse as intermediate water is prevented from being contaminated by high-concentration sewage treatment tank or sewage drainage flowing into the high-concentration wastewater treatment tank.
[0026]
In addition, when the sterilization tank or storage tank of the low-concentration wastewater treatment tank is full, wastewater (surplus) flowing into the primary treatment tank of the low-concentration wastewater treatment tank is replaced with a high-concentration sewage treatment tank in the septic tank area. By making it flow into the primary treatment tank by overflow, the surplus portion of the influent wastewater is used for merged treatment with sewage wastewater with a high concentration of pollutants , and in the sewer area, it is discharged to the sewer by overflow .
[0027]
Further, in claim 3, by incorporating a means for pumping up the middle water sterilized in the low-concentration waste water treatment tank from the sterilization tank or the water storage tank, the middle water is usually discharged from the hybrid treatment tank buried in the ground. It is convenient to pick up and reuse.
[0029]
DETAILED DESCRIPTION OF THE INVENTION
1 is a schematic plan view of a hybrid treatment tank shown in FIG. 1, and a first example and a first example of a disposer-compatible hybrid treatment tank installed in a septic tank area shown in FIG. 2 and FIG. Based on the schematic flow of the two examples of water supply and drainage and the schematic flow of the first and second examples of the hybrid treatment tank for the disposer type installed in the sewerage area where the toilet drainage shown in FIGS. I will explain.
[0030]
1 is a partition plate that completely separates a single tank into two tanks, one side of which has a large capacity is partitioned into a high-concentration sewage treatment tank X that purifies sewage drainage with a high pollutant concentration, The other side with the smaller tank capacity is partitioned into a low-concentration wastewater treatment tank Y that regenerates wastewater with a low pollutant concentration.
[0031]
The capacity ratio of each tank is equal to the number of target personnel, the septic tank of the water supply / drainage system shown in FIG. 2 or 3 in which the toilet drainage is purified in the high-concentration sewage treatment tank of the hybrid treatment tank, or the toilet sewage is passed to the sewer Normally, the tank capacity of the high-concentration sewage treatment tank X containing toilet sewage (or high-concentration effluent treatment tank not containing toilet sewage) is 2/3 of the whole, although it depends on whether the water supply / drainage system shown in FIGS. About 3/4, the low concentration waste water treatment tank Y is about 1/3 to 1/4.
[0032]
Among them, one high-concentration sewage treatment tank X is divided into a plurality of treatment tanks from the inflow pipe 2 side into which high-concentration sewage drainage flows into the treated water discharge pipe 3 side according to the sewage treatment process order. Specifically, a primary treatment tank 4 for anaerobically treating the inflowing sewage waste water, a secondary treatment tank 5 for aerobically treating the primary treated water, a treated water tank 6 for storing the secondary treated water, and And a disinfection tank 7 for disinfecting.
[0033]
In the case of the septic tank area shown in FIG. 2 and FIG. 3 as the target to be purified in this high-concentration sewage treatment tank X, toilet sewage, normal kitchen drainage, garbage wastewater shredded by a disposer and discharged by water, etc. Of high concentration sewage drainage.
In the case of the sewer area shown in FIGS. 4 and 5, high-concentration wastewater such as garbage wastewater not including toilet wastewater and normal kitchen wastewater is targeted.
Therefore, a wastewater treatment tank that does not include toilet wastewater and is treated as high-concentration wastewater treatment tank X, which is intended for garbage wastewater, kitchen wastewater, and the like having a high concentration of pollutants.
[0034]
In FIG. 1, reference numeral 8 denotes a partition wall between the primary treatment tank 4 and the secondary treatment tank 5, and primary treatment water is transferred from the transfer port provided in the partition wall 8 to the secondary treatment tank 5.
Reference numeral 9 denotes a partition wall between the secondary treatment tank 5 and the treated water tank 6, and the secondary treated water flows through the bottom opening of the partition wall 9 and is transferred to the treated water tank 6.
Reference numeral 11 denotes a partition wall between the treatment water tank 6 and the disinfection tank 7, and the supernatant liquid stored in the treatment water tank 6 flows into the disinfection tank 7 and is used for disinfection treatment.
[0035]
The other low-concentration wastewater treatment tank Y is divided into a plurality of treatment tanks according to the order of the wastewater regeneration treatment process from the inflow pipe 11 side where the wastewater flows to the advection pipe 12 side of the treated water. Is a primary treatment tank 13 for inflowing wastewater, a secondary treatment tank 14 for the primary treated water, a treated water tank 15 for the secondary treated water, a disinfection tank 16 for disinfecting the treated water, and a disinfected middle water. Water tank 17.
[0036]
The wastewater treatment tank Y can be treated in any wastewater wastewater shown in FIGS. 2 to 5, such as bathroom sewage with low pollutant concentration, laundry wastewater, wash drainage, etc., regardless of septic tank area or sewer area. Concentrated wastewater is targeted.
[0037]
In the case of the waste water treatment tank Y, as in the case of the sewage treatment tank X, the treatment tanks 13 to 17 are partitioned by the partition walls 18 to 21 as shown in FIG.
Among them, the primary treatment tank 13 and the secondary treatment tank 14 are partitioned by the partition wall 18, and the secondary treatment tank 14, the treated water tank 15, and the disinfection tank 16 are partitioned by the partition wall 19.
Moreover, the treated water tank 16 and the disinfection tank 16 are partitioned by the partition wall 20, and the treated water tank 15, the disinfection tank 16 and the water storage tank 17 are partitioned by the partition wall 21.
[0038]
Reference numeral 22 denotes a pump for pumping up the middle water of the water storage tank 17. As shown in FIG. 1, the pump 22 is installed in the water storage tank 17 or provided in the middle of the water supply pipe 23 connected to the advection pipe 12. It is done.
The middle water pipe 23 is piped indoors and outdoors in order to reuse the middle water pumped up by the pump 22 as toilet washing water, car washing water, garden tree watering water, and the like.
[0039]
Reference numerals 24 and 25 are advection pipes and their check valves, which are provided above the partition plate 1 that partitions the primary treatment tank 13 of the wastewater treatment tank Y and the primary treatment tank 4 of the sewage treatment tank X. The excess drainage that has flowed into the wastewater treatment tank X is overflowed into the primary treatment tank 4, and the check valve 25 prevents backflow.
Naturally, since the water level line of the primary treatment tank 13 on the waste water treatment tank Y side is set to be higher than the water level line of the primary treatment tank 4 on the sewage treatment tank X side, The check valve 25 is not necessary, but it is preferable to attach it for the sake of safety.
[0040]
[Modification]
In FIG. 1, reference numeral 26 denotes a bypass pipe, and as shown by an imaginary line, the surplus portion of the inflow wastewater to the wastewater treatment tank Y is bypassed from the middle of the drainage inflow pipe 11 to the sewage inflow pipe 2. Piping to advection.
Therefore, as a means for flowing the surplus waste water into the primary treatment tank 4 of the sewage treatment tank X, it overflows directly from the advection pipe 24 provided in the tank or flows in from the bypass pipe 25 piped outside the tank. To deal with either.
[0041]
Thus, when high-concentration sewage effluent such as toilet sewage, kitchen effluent, and garbage effluent flows into the primary treatment tank 4 from the sewage inflow pipe 2, the contaminants in the sewage are removed before the primary treatment tank 4. It removes by carrying out precipitation separation, or after anaerobic treatment in the 1st chamber of an anaerobic filter bed tank, it is anaerobic-treated again in an anaerobic filter bed tank of the back | latter stage, and a primary process is made | formed.
[0042]
When the primary treated water is transferred to the next secondary treatment tank 5, it is usually subjected to biological filtration treatment through the fluidized bed carrier by the air blown from the diffuser, or aeration treatment using the contact filter medium, or Purification is performed by dynamic filtration using a nonwoven membrane module immersed in activated sludge in the tank, or by suction filtration using a precision flat membrane module and a suction pump.
[0043]
Thereafter, the secondary treated water is diverted and stored from the partition wall 9 to the next treated water tank 6, subjected to the disinfection treatment in the disinfection tank 7, and then discharged outside the tank.
[0044]
On the other hand, when low-concentration wastewater such as bathroom wastewater, laundry wastewater, and wash drainage flows into the primary treatment tank 13 from the daily wastewater, the primary treatment tank 13 precipitates impurities in the wastewater. It removes by separating, or it removes with a screen etc. and performs a primary process.
[0045]
When this primary treated water is transferred to the next secondary treatment tank 14, it is usually subjected to biological filtration treatment with a jet of air from a diffuser through a fluidized bed carrier, aeration treatment with a contact filter medium, or It is regenerated into reclaimed water that can be reused by dynamic filtration with a nonwoven membrane module immersed in the tank or suction filtration with a precision flat membrane module and a suction pump.
[0046]
Further, the filtered treated water is transferred to the next treated water tank 15 and stored as necessary, and then subjected to the disinfection treatment in the disinfecting tank 16.
The sterilized middle water is finally transferred to and stored in the water storage tank 17, pumped up by a pump 22 provided inside or outside the tank, and supplied to the water supply pipe 23 for reuse. Is done.
[0047]
[Modification]
If the secondary treatment tank 14 of the waste water treatment tank Y is a membrane treatment tank, the filtered water can be directly transferred to the disinfection tank 16.
When the water storage tank 17 is installed alone outdoors, the advection pipe 12 is connected to the disinfection tank 16 and pumped up to an outdoor water storage tank (not shown).
[0048]
【The invention's effect】
As described above, the present invention is a high-concentration sewage treatment tank targeting garbage waste water and toilet sewage shredded by a disposer, or a high-concentration waste water treatment tank targeting garbage waste water and kitchen waste water. Since the low-concentration wastewater treatment tank that treats wastewater with low pollutant concentration is integrated into a single tank, it is a hybrid treatment tank that is compatible with the disposer. Treatment and treatment of low-concentration wastewater as middle water can be performed appropriately and extremely efficiently.
[0049]
Therefore, in the case of sewerage areas, the problem of increased processing load resulting from the use of disposers is to reduce the burden on sewerage and sewage treatment facilities. This is solved by a high-concentration wastewater treatment tank that treats wastewater, etc. In the case of a septic tank area, garbage wastewater including kitchen wastewater, kitchen wastewater, etc. are purified to the same level as a normal septic tank in a high-concentration sewage treatment tank. By disposing and discharging, it is possible to deal with the spread of disposers.
[0050]
Moreover, since a low-concentration wastewater treatment tank for using middle water is incorporated, the reuse of water is promoted, and the problem of increased water usage is also solved.
Specifically, the other low-concentration wastewater treatment tank is used to remove bathroom wastewater, laundry wastewater, wash water drainage, etc., which have a relatively low level of contamination, from toilet cleaning water, car wash water, and garden water spray water. It can be reused as middle water, etc., and exerts tremendous effects such as saving water and contributing to effective use of water resources.
[0051]
At that time, by a partition plate a single tank, by partitioning a high concentration sewage treatment tank or the high-concentration waste water treatment tank and a low-concentration wastewater treatment tank, toilet cleaning water, wash water, watering water etc. Niwaki A low-concentration wastewater treatment tank to be reused as middle water is not contaminated by inflow sewage from a high-concentration sewage treatment tank or wastewater from a high-concentration wastewater treatment tank.
[0052]
In addition, when the disinfection tank or storage tank of the low-concentration wastewater treatment tank is full, wastewater (surplus) flowing into the primary treatment tank of the low-concentration wastewater treatment tank is transferred to the primary treatment tank of the high-concentration wastewater treatment tank. By making it flow in by overflow, the surplus portion of the influent wastewater is subjected to merger processing with sewage wastewater having a high pollutant concentration.
Therefore, the processing of the surplus inflow wastewater when the water tank becomes full is not impaired.
[0053]
In addition, by incorporating a means to pump up the sterilized water in the low-concentration wastewater treatment tank from the sterilization tank or water storage tank, the water is usually drawn up from the hybrid treatment tank buried in the ground and reused. To be convenient.
[Brief description of the drawings]
FIG. 1 is a schematic plan view of a hybrid septic tank installed in a septic tank area or a hybrid treatment tank installed in a sewer area.
FIG. 2 is a diagram showing a first example of a piping system for a disposer-compatible hybrid septic tank installed in the septic tank area, and the flow of water supply and drainage when the disposer is incorporated directly below the drain outlet of the kitchen sink Is shown.
FIG. 3 is a diagram showing a second example of a piping system for a hybrid septic tank compatible with a disposer installed in the septic tank area, where the disposer is in the vicinity of the kitchen sink (other than the drainage port) or other place. The flow of water supply and drainage in the case where it is incorporated in the vicinity of a suitable place in the vicinity of laundry drainage and toilet sewage, or in the appropriate place on each floor of a high-rise house, for example, adjacent to the dust chute position.
FIG. 4 is a diagram showing a first example of piping flow to a disposer-compatible hybrid treatment tank installed in a sewer area where toilet sewage flows into the sewer, where the disposer is incorporated directly below the kitchen sink Shows the flow of water supply and drainage.
FIG. 5 is a diagram showing a second example of a piping system for a hybrid treatment tank for a disposer that is also installed in a sewer area, where the disposer is in the vicinity of the kitchen sink (other than the drain), or The flow of the water supply / drainage in the case where it is incorporated in the vicinity of an appropriate place in the vicinity of laundry drainage and toilet sewage, or in an appropriate place on each floor in a high-rise house, for example, adjacent to a dust chute position.
[Explanation of symbols]
X High-concentration sewage treatment tank or high-concentration effluent treatment tank Y Low-concentration effluent treatment tank 1 Partition plate 2 Sewage inflow pipe 3 Drain pipe 4, 13 Primary treatment tank 5, 14 Secondary treatment tank 6, 15 Treated water tank 7, 16 Tank 8, 9, 10, 18, 19, 20, 21 Bulkhead 11 Drainage inflow pipe 12, 24 Advection pipe 17 Water tank 22 Pump 23 Middle water pipe 25 Check valve 26 Bypass pipe

Claims (3)

単一の槽内を仕切板によって、主に、トイレ汚水、ディスポーザにより細断された生ゴミ排水、台所排水等の汚濁物質濃度の高い汚水排水を浄化処理する高濃度汚水処理槽と、主に、浴室排水、洗濯排水、洗面排水等の汚濁物質濃度の低い排水を中水に再生処理する低濃度排水処理槽に区画し、その内、一方の高濃度汚水処理槽を隔壁によって、流入する汚水排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽に区画するとともに、他方の低濃度排水処理槽を隔壁によって、流入する排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽、又は、消毒槽と、消毒処理水の貯水槽に区画し、更に、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水を、高濃度汚水処理槽の一次処理槽へオーバーフローで流入させるように構成したことを特徴とするディスポーザ対応型のハイブリッド処理槽。 By a partition plate a single tank, primarily, toilet sewage, and the high concentration wastewater treatment tank garbage drained chopped, high wastewater effluent concentrations of pollutants in the kitchen waste water purifying treatment by disposer, mainly The wastewater with low concentration of pollutants such as bathroom wastewater, laundry wastewater, and bathroom wastewater is divided into low-concentration wastewater treatment tanks that recycle the wastewater into middle water. Wastewater that is divided into a primary treatment tank for wastewater, a secondary treatment tank for the primary treated water, a treated water tank for the secondary treated water, and a disinfection tank, and the other low-concentration wastewater treatment tank is separated by a partition wall. A primary treatment tank, a secondary treatment tank for the primary treatment water, a treatment water tank for the secondary treatment water, a disinfection tank, or a disinfection tank, and a water tank for disinfection treatment water. When the disinfection tank or storage tank of the concentration wastewater treatment tank is full , The low density waste water treatment waste water flowing into the primary treatment tank vessel, the high-concentration sewage treatment tank disposer corresponding hybrid treatment tank, characterized by being configured so as to flow in the overflow to the primary treatment tank. 単一の槽内を仕切板によって、主に、ディスポーザにより細断された生ゴミ排水、台所排水等の汚濁物質濃度の高い排水を浄化処理する高濃度排水処理槽と、主に、浴室排水、洗濯排水、洗面排水等の汚濁物質濃度の低い排水を中水に再生処理する低濃度排水処理槽に区画し、その内、一方の高濃度排水処理槽を隔壁によって、流入する汚水排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽に区画するとともに、他方の低濃度排水処理槽を隔壁によって、流入する排水の一次処理槽と、当該一次処理水の二次処理槽と、当該二次処理水の処理水槽と、その消毒槽、又は、消毒槽と、消毒処理水の貯水槽に区画し、更に、低濃度排水処理槽の消毒槽又は貯水槽が満水状態のときに、当該低濃度排水処理槽の一次処理槽へ流入する排水を、下水道へオーバーフローで放流するように構成したことを特徴とするディスポーザ対応型のハイブリッド処理槽。 By a partition plate a single tank, mainly the high-concentration waste water treatment tank garbage drained chopped, high wastewater concentrations of pollutants in the kitchen waste water purifying treatment by disposer, mainly, bathroom drainage, The wastewater with low pollutant concentration, such as laundry wastewater and washing wastewater, is divided into low-concentration wastewater treatment tanks that recycle the wastewater into middle water. A primary treatment tank for wastewater that flows into the tank, the secondary treatment tank for the primary treated water, the treated water tank for the secondary treated water, and the disinfection tank, and the other low-concentration wastewater treatment tank through the partition wall And a secondary treatment tank for the primary treatment water, a treatment water tank for the secondary treatment water, a sterilization tank for the secondary treatment water, a disinfection tank, and a water storage tank for the disinfection treatment water, and a low-concentration wastewater treatment tank. When the sterilization tank or water storage tank is full, The waste water flows into the primary treatment tank of the processing tank, disposer corresponding hybrid treatment tank, characterized by being configured to discharge an overflow into the sewer. 低濃度排水処理槽で処理した中水を、その消毒槽又は貯水槽からポンプアップするように構成したことを特徴とする請求項1又は2に記載のディスポーザ対応型のハイブリッド処理槽。 The disposer-compatible hybrid treatment tank according to claim 1 or 2, wherein middle water treated in the low-concentration wastewater treatment tank is pumped up from the disinfection tank or the water storage tank.
JP2001142059A 2001-05-11 2001-05-11 Disposer-compatible hybrid processing tank Expired - Fee Related JP4597420B2 (en)

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