JP3701134B2 - Septic tank and its repair method - Google Patents

Septic tank and its repair method Download PDF

Info

Publication number
JP3701134B2
JP3701134B2 JP04641899A JP4641899A JP3701134B2 JP 3701134 B2 JP3701134 B2 JP 3701134B2 JP 04641899 A JP04641899 A JP 04641899A JP 4641899 A JP4641899 A JP 4641899A JP 3701134 B2 JP3701134 B2 JP 3701134B2
Authority
JP
Japan
Prior art keywords
carrier
tank
holding member
water
septic tank
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.)
Expired - Lifetime
Application number
JP04641899A
Other languages
Japanese (ja)
Other versions
JP2000237775A (en
Inventor
八郎 佐藤
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP04641899A priority Critical patent/JP3701134B2/en
Publication of JP2000237775A publication Critical patent/JP2000237775A/en
Application granted granted Critical
Publication of JP3701134B2 publication Critical patent/JP3701134B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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

  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、微生物を担持させた状態で、被処理水とともに流動可能に形成してある担体を収容し、気泡供給により前記担体を流動させる散気部を設けた担体流動槽に、前記担体の前記担体流動槽外への流出を防止するための担体保持部材を設けた浄化槽およびその補修方法に関する。
【0002】
【従来の技術】
従来、このような浄化槽は、様々な環境下で用いられる場合が想定されており、一度に大量の被処理水が流入するピーク流入に対しても安定した水処理性能を発揮させるべく種々の構成が採用されている。たとえば、前記異常時もしくは非常時に、特に大きなピーク流入があった場合等に担体流動槽内に収容されている担体が、水位の上昇とともにその担体流動槽内から外部に流出し、以後担体の流動とともに微生物による被処理水浄化を行う機能が損なわれるという状況になることが想定される。そのため、このような状況を回避すべく、前記担体流動槽内には、前記担体保持部材が採用されている。
このような担体保持部材は、前記異常時等のピーク流入による前記担体流動槽内の水位の上昇とともに担体が上方に押し上げられたとしても、その担体が前記担体流動槽の周壁を越えて他の槽に移流するのを確実に防止することができるように、通常、前記担体流動槽の上部全面にわたって設けてあった。また、この担体保持部材は、通常、網状あるいは格子状の部材から形成され、下方側から上方側のみならず、上方側から下方側への担体の通過を阻止してしまうことになるため、たとえば、メンテナンスの際に前記担体流動槽内に担体を投入、補充する、あるいは、担体流動槽内から担体を抜き出し交換する等の作業を行うのに、その都度、担体流動槽を解体して、前記担体保持部材の上方側から下方側へ、担体を通過させられる担体投入部を形成しなければならないという状況があった。さらに、初期の機能を回復させるためには、前記担体保持部材を取付け、接着固定するなどの操作が必要となっていた。
【0003】
【発明が解決しようとする課題】
ところで、浄化槽は、一般に地中に埋設され、マンホールから内部の構造を見渡し、各種点検作業を行わねばならない状況に配設されている。このような場合、マンホールから前記担体保持部材までの高低差は、単に浄化槽の本体のマンホールから担体保持部材までの距離に加えて、さらに、地上から前記浄化槽の本体のマンホールまでの距離を加味したものとなるため、例えば、80cmのマンホールから1m以上もぐって閉暗所での作業を強いられることになり、人がマンホールを介してメンテナンス作業を行うには、非常に困難を要する。
【0004】
また、さらに、このような作業を行った後、前記浄化槽に元の機能を回復させようとすると、解体作業とは逆に組み立て作業を行うことになり、より困難性を増すことが考えられる。
【0005】
そこで、本発明の目的は、浄化槽のメンテナンス作業を行う際に、担体流動槽への担体の挿脱を容易にすることの出来る浄化槽および浄化槽の補修方法を提供することにある。
【0006】
【課題を解決するための手段】
上記目的を達成するための本発明の浄化槽の特徴構成は、微生物を担持させた状態で、被処理水とともに流動可能に形成してある担体を収容し、気泡供給により前記担体を流動させる散気部を設けた担体流動槽に、前記担体の前記担体流動槽外への流出を防止するための担体保持部材を設け、前記担体流動槽の上方にマンホールを設け、前記担体流動槽の上方側から前記担体流動槽内へ前記担体を挿脱自在にする開口を前記担体保持部材の一部分で、且つ前記マンホールの近傍に設け、前記開口を担体投入部として用いて、前記担体投入部を開閉可能にする開閉機構を前記担体投入部に設けてある点にあり、上記目的を達成するための本発明の浄化槽の補修方法の特徴構成は、前記担体流動槽内の水位を前記担体保持部材の下方まで低下させた状態で前記マンホールの近傍に前記担体保持部材の一部分を開口させて担体投入部を形成し、前記担体投入部から前記担体流動槽内の担体の補充、交換作業を可能にした後、前記担体投入部に流出防止部材を取付けて前記担体投入部を開閉可能に塞ぐ事にある。
【0007】
〔作用効果〕
つまり、前記担体流動槽に、担体保持部材を設けるに当たって、担体投入部を開口形成しておき、その担体投入部を開閉可能にする開閉機構を設けてあると、浄化槽の運転中は、前記開閉機構を閉状態にしておけば、前記担体保持部材に担体流出防止機能を発揮させられ、また、メンテナンス時には、担体流動槽の水位を下げて前記担体保持部材を水位よりも高くするなどして、前記開閉機構を開状態にすれば、担体保持部材に開口を形成することができ、前記担体流動槽内の担体を出し入れすることが可能となる。また、この出し入れ操作を行う際には、前記担体保持部材の大幅な解体を伴わないので、容易にメンテナンス作業が行える。
【0008】
従って、簡単な構成の変更だけでメンテナンスにかかる労力を大幅に軽減することが出来、長期使用に適した浄化槽を提供することが出来た。
【0009】
また、このような構成の浄化槽は、上述の従来の浄化槽の一部のみ構成変更するものであるから、従来の浄化槽をメンテナンスする際に容易に構成変更できる。そのため、従来の浄化槽をメンテナンスする際に、まず、ホールソー(丸孔穿孔機)、ジグソー(角穴穿孔機)等を用いて前記担体保持部材に開口を形成して担体投入部を設け、その担体投入部に担体の流出を防止する流出防止部材を設けることによって、上述のメンテナンス作業手順が行えるので、担体保持部材を解体する従来の方法に比べて狭所作業を少なくし、簡単にメンテナンスを行いながらも、その後の浄化槽の運転に支障をきたさず、かつ、再度メンテナンスする際にメンテナンス容易にすることができる。
【0010】
尚、前記流出防止部材としては、前記担体投入部を蓋する蓋部材、栓体のほか、前記担体投入部から上方側に延設したダクト状部材や、そのダクト状部材と蓋部材、栓体との組み合わせであっても良い。
【0011】
【発明の実施の形態】
以下に本発明の実施の形態を図面に基づいて説明する。
(1)
本発明の浄化槽は、図1,2に示すように、上流側から嫌気処理槽N、好気処理槽E、処理水槽T1,T2等を備え、前記嫌気処理槽Nは、嫌気濾床槽第一室N1及び嫌気濾床槽第二室N2からなり、前記好気処理槽Eは、担体流動槽E1及び濾過槽E2からなる。被処理水の原水は、原水流入部Iから前記嫌気濾床槽第一室N1に流入するとともに、嫌気濾床槽第二室N2、担体流動槽E1、濾過槽E2、沈殿槽T2の順に下流へ移送されつつ分解処理され、前記処理水槽T2の上方に設けた消毒槽Qを経た後、放流口Zから槽外に放流される。
【0012】
前記嫌気濾床槽第一室N1は、流入する被処理水の原水を貯留可能に構成してあり、その内部に嫌気性微生物を育成可能にしてある。前記嫌気濾床槽第一室N1に流入する被処理水の原水は、前記嫌気濾床槽第一室N1にて貯留されるとともに、嫌気分解され、主に、粗大な有機物の細分化が行われ、前記嫌気濾床槽第一室N1下部から前記嫌気濾床槽第二室N2の下部に移送される。また容易に分解されない汚泥等の固形分は前記嫌気濾床槽第一室N1下部に沈殿として、あるいは、嫌気濾床槽第一室N1上部にスカムとして貯留される。
前記嫌気濾床槽第二室N2は、嫌気濾床Fを備えるとともに、その嫌気濾床Fに嫌気性微生物を定着保持して育成させられる構成としてある。前記嫌気濾床槽第二室N2に流入した被処理水は、さらに嫌気処理を受け、固形物のほとんどない状態にまで分解された後、担体流動槽E1にオーバーフローで送られる。前記嫌気濾床槽Nと、前記担体流動槽E1との間はオーバーフロー部1によって被処理水を自然移流自在に構成されるとともに、そのオーバーフロー部1はスリット状部2を設けて、被処理水に移流可能に、かつ前記担体流動槽E1内の担体や汚泥が逆流するのを防止可能に構成してある。
【0013】
前記担体流動槽E1は、微生物を担持させた状態で、被処理水とともに流動可能に形成してある担体C1を収容保持するとともに、気泡供給により前記担体を流動させる散気管D1を設けて内装して散気部を設けてあり、前記散気管D1からの気泡供給により前記担体C1を前記担体流動槽E1内で流動させられる構成としてある。このような構成により、担体流動槽E1内に流入した被処理水は、好気性微生物による好気分解で浄化される。このような処理を受けた被処理水は、前記担体流動槽E1と、隣接する濾過槽E2とを仕切る第一隔壁W1に設けた移流壁部3を通じて、前記濾過槽E2に移流させられる。
前記移流壁部3は、格子状又はスリット状に形成してあり、前記担体の移流を阻止するが汚泥や被処理水の移流を許容する構成にしてある。
【0014】
前記濾過槽E2は、水よりも比重の大きな担体C2を所定高さまで高密度に充填して構成してある。また、前記濾過槽E2とその濾過槽E2に隣接して設けられる前記処理水槽T1とを隔てる第二隔壁W2の前記所定高さよりも低位置には、被処理水を流通自在にする濾過壁部4を形成してある。これにより、前記濾過槽E2に移流する汚泥を含んだ被処理水は、前記担体C2の堆積した堆積濾過層Bを通過して濾過され、固形分をほとんど含まない状態となって、隣接する処理水槽T1に移流される。尚、前記第二隔壁W2は、上端部において、浄化槽側壁に接続され、平面視で前記処理水槽T1は、前記濾過槽E2の下方に隠れるように配置されている。
前記濾過壁部4は格子状もしくはスリット状に形成してあり、前記担体C2の移流を阻止するが汚泥や被処理水の移流を許容する構成にしてある。
さらに、構成される前記堆積濾過層Bの下部には前記担体C2に散気して前記濾過槽E2内を攪拌する攪拌装置としての散気管D2を設けてあり、夜間等浄化槽内への負荷の流入が少ない時間帯に、前記散気管D2からの散気を行い、担体の再生を行える構成としてある。
また、前記散気管D2には、移流壁部3に向かって散気し、散気による気泡が、前記移流壁部3を通過し、前記担体流動槽E1側で前記移流壁部3に沿って上昇させられるように構成した移流壁散気部Da、及び、同様に濾過壁部に向かって散気し、散気による気泡が、前記濾過壁部4を通過し、前記処理水槽T1側で前記濾過壁部4に沿って上昇させられるように構成してある濾過壁部散気部Dbを設けて、それぞれ、移流壁部3、濾過壁部4を洗浄して目詰まり等を防止する構成としてある。
【0015】
ここで、前記移流壁部3および濾過壁部4は、被処理水を必ず前記堆積濾過層Bの所定距離を通過させた後に移流させるべく、前記堆積濾過層Bの堆積上端部高さとなる所定高さよりも低位置に設けてあり、被処理水の移流を許容し、前記堆積濾過層Bにおける被処理水の濾過を可能とする構成であればよい。
尚前記担体C1,C2は、いずれも被処理水とともに流動可能な比重1以上1.2以下に形成してある。
【0016】
さらに、前記処理水槽T1には、図2,3に示すように、前記嫌気濾床槽第一室N1に被処理水を移送するエアリフトポンプAを設けてあり、前記担体C2の再生により生じた汚泥を、前記濾過槽E2内から前記嫌気濾床槽第一室N1へ被処理水とともに移送可能に構成してある。
【0017】
また、前記担体流動槽E1及び濾過槽E2の定常水位よりもやや下方側には浄化槽内に大量の被処理水が流入したとしても、槽内の担体C1が他槽に流出しないように流出防止する担体保持部材10を、前記担体C1,C2よりも目の細かい網材11,11から構成してあり、浄化槽の周壁あるいは隔壁に接着固定してある。また、前記担体保持部材10には、一部に開口12を設けるとともに、開閉自在な蓋部材13aを流出防止部材13として前記開口を開閉自在に取付けて開閉機構を形成してある。
これにより、前記担体流動槽E1及び濾過槽E2内に散気して被処理水の対流を形成したとしてもその流れは、前記担体保持部材10によって阻害されることなく円滑に流れるように形成される。また、前記担体流動槽E1及び濾過槽E2内に担体C1,C2を充填あるいは、担体C1,C2の交換を行うような場合には、被処理水を引き抜き水位を低下させた後、前記開口12を担体投入部として用い、容易に担体を投入、吸出しが可能となるので、容易にメンテナンスできる構成となっている。
【0018】
さらに、前記担体保持部材10には、前記散気管D1を挿脱自在にする散気管挿通孔14を設けてあり、前記散気管D1に連設されるエア供給管D1aには、前記散気管D1を前記担体流動槽E1内に位置固定した状態で、前記散気管挿通孔14を蓋する流出防止部材15を一体に連設して担体の流出を阻止する堰止機構を構成してある。尚、散気管D1や、エアリフトポンプAに対する給気配管等は、前記濾過槽の上方空間にまとめられ、前記担体流動槽E1の上部の配管を最小限に整理してある。
これにより、前記散気管D1のメンテナンスを行う等、散気管を浄化槽外ヘ取り出す必要がある場合でも、前記散気管は前記散気管挿入孔14を介して容易に挿脱することが出来、前記担体保持部材等をほとんど分解することなく作業を行うことが出来る。
【0019】
前記処理水槽T1は、前記濾過槽E2を通過した清浄な上澄み部のみを外部に放流可能にし前記沈殿槽T2の上部に設けられた消毒槽Qに流入し、固形消毒剤Q1と接触して消毒された後槽外へ放流される。
【0020】
これにより、前記担体流動槽E1および濾過槽E2は、上方空間から容易に担体交換出来る状態に配置されるため、メンテナンスの際には、前記浄化槽内を大幅に分解等することなく、前記浄化槽に設けたマンホールHを介して上方側から容易に行える。
【0021】
(2)
上述の構成においては、あらかじめ流出防止部材としての蓋部材をを前記担体投入部の開閉機構として設けた例を示したが、従来の構成の浄化槽をメンテナンスする場合には、以下のように構成変更することが出来る。ここでは、図4に示すように、浄化槽の担体保持部材が前記担体流動槽の上部全面に接着固定されているような場合を例に説明する。
【0022】
まず、浄化槽への被処理水流入を遮断し、担体流動槽内の水位Whを低下させる。
次に、ジグソーで、前記担体保持部材に開口を形成する。(図5(イ)参照)
さらに、前記開口部に流出防止部材13としてのダクト部材13bを取付けて、マンホールの近傍で開口し、担体投入口を形成する。(図5(ロ)参照)
この状態で前記担体流動槽内の担体は前記担体投入口を介して容易に挿脱自在な状態になるので容易にメンテナンスが行える。
さらに、前記ダクト部材13bは、前記ダクト内への担体の侵入を抑制する押さえ部材13cを着脱自在に取付けておくことで、前記担体流動槽内により確実に担体を保持できる構成とする。
これにより、この浄化槽は、今後のメンテナンスの際には、前記ダクト部材に取付けた押さえ部材を取り外すだけで容易に担体の補充、交換が行えるようになるので、より好ましい形態に構成変更を行えたことになる。
【0023】
〔別実施形態〕
先の実施の形態では、前記移流壁部3及び濾過壁部4を前記第一、第二隔壁W1,W2に一体形成した構成を示したが、前記第一、第二隔壁W1,W2に対し着脱自在に構成してあっても良く、さらには、前記移流壁部3もしくは濾過壁部4を設けた前記第一、第二隔壁W1,W2を浄化槽に対して着脱自在に設けてあっても良い。また、図1においては各好気処理槽E1,E2を幅方向に並列に設けたが、長手方向に直列に設けるなど、平面視における配列は上述のものに限られるものではない。
【0024】
前記担体保持部材は前記担体流動槽の定常水位のやや下方に設けたが、例えば、定常水位のやや上方にあっても良い。この構成を採用すれば、担体流動槽内の被処理水の流れが阻害されずにより効率的になるとともに、メンテナンス時に被処理水の水位を低下させる必要がなくなり、よりメンテナンスに架ける労力を低減させられる。
【図面の簡単な説明】
【図1】本発明の浄化槽の縦断側面図
【図2】本発明の浄化槽の要部斜視図
【図3】本発明の浄化槽の要部縦断側面図
【図4】従来の浄化槽の要部縦断側面図
【図5】従来の浄化槽を本発明の浄化槽の補修方法により補修する工程図
【符号の説明】
C1 担体
D1 散気部
E1 担体流動槽
10 担体保持部材
13 担体投入部
[0001]
BACKGROUND OF THE INVENTION
The present invention contains a carrier that is formed so as to be able to flow together with the water to be treated in a state where microorganisms are supported, and is provided in a carrier flow tank provided with an air diffuser for flowing the carrier by supplying bubbles. The present invention relates to a septic tank provided with a carrier holding member for preventing outflow to the outside of the carrier fluid tank and a repair method thereof.
[0002]
[Prior art]
Conventionally, such septic tanks are assumed to be used in various environments, and have various configurations in order to exhibit stable water treatment performance even with respect to peak inflow where a large amount of water to be treated flows at a time. Is adopted. For example, the carrier accommodated in the carrier fluidization tank flows out of the carrier fluidization tank as the water level rises in the event of an abnormality or emergency, especially when there is a large peak inflow. At the same time, it is assumed that the function of purifying water to be treated by microorganisms is impaired. Therefore, in order to avoid such a situation, the carrier holding member is employed in the carrier flow tank.
Even if the carrier is pushed upward along with the rise of the water level in the carrier flow tank due to the peak inflow at the time of the abnormality or the like, such a carrier holding member is not allowed to move beyond the peripheral wall of the carrier flow tank. Usually, it was provided over the entire upper surface of the carrier flow tank so that it can be reliably prevented from advancing to the tank. In addition, this carrier holding member is usually formed of a net-like or lattice-like member and prevents passage of the carrier not only from the lower side to the upper side but also from the upper side to the lower side. In order to perform operations such as charging and replenishing the carrier into the carrier fluidized tank at the time of maintenance or exchanging the carrier from the carrier fluidized tank, the carrier fluidized tank is dismantled each time, There has been a situation in which a carrier loading portion through which the carrier can pass is formed from the upper side to the lower side of the carrier holding member. Further, in order to restore the initial function, an operation such as attaching and fixing the carrier holding member is necessary.
[0003]
[Problems to be solved by the invention]
By the way, the septic tank is generally buried in the ground, and is arranged in a situation where various internal inspection work must be performed overlooking the internal structure from the manhole. In such a case, the difference in height from the manhole to the carrier holding member is not only the distance from the manhole of the septic tank body to the carrier holding member but also the distance from the ground to the manhole of the septic tank body. Therefore, for example, it is forced to work in a dark place more than 1 m from an 80 cm manhole, and it is very difficult for a person to perform maintenance work through the manhole.
[0004]
Further, after performing such work, if it is attempted to restore the original function of the septic tank, the assembly work is performed contrary to the dismantling work, which may increase the difficulty.
[0005]
Accordingly, an object of the present invention is to provide a septic tank and a septic tank repair method that can facilitate the insertion and removal of the carrier into the carrier fluid tank when performing maintenance work on the septic tank.
[0006]
[Means for Solving the Problems]
The characteristic configuration of the septic tank of the present invention for achieving the above object is that an air diffuser that accommodates a carrier that is formed so as to be able to flow together with water to be treated in a state where microorganisms are supported, and causes the carrier to flow by supplying bubbles. A carrier holding member for preventing the carrier from flowing out of the carrier fluidized tank, a manhole provided above the carrier fluidized tank, and an upper side of the carrier fluidized tank. An opening for allowing the carrier to be inserted into and removed from the carrier flow tank is provided in a part of the carrier holding member and in the vicinity of the manhole, and the opening can be opened and closed by using the opening as a carrier loading part. In order to achieve the above object, the septic tank repair method according to the present invention is characterized in that the water level in the carrier fluidization tank extends to below the carrier holding member. Reduce In the state, a part of the carrier holding member is opened in the vicinity of the manhole to form a carrier charging part, and after the carrier charging part can be replenished and replaced, the carrier charging part can be refilled. In this case, an outflow prevention member is attached to the portion so that the carrier loading portion can be opened and closed.
[0007]
[Function and effect]
In other words, when the carrier holding member is provided in the carrier fluid tank, an opening is formed in the carrier charging part, and an opening / closing mechanism is provided that allows the carrier charging part to be opened and closed. If the mechanism is in a closed state, the carrier holding member can exhibit a carrier outflow prevention function, and at the time of maintenance, the water level of the carrier flow tank is lowered to make the carrier holding member higher than the water level, etc. When the opening / closing mechanism is opened, an opening can be formed in the carrier holding member, and the carrier in the carrier flow tank can be taken in and out. Further, when performing this loading / unloading operation, since the carrier holding member is not significantly disassembled, maintenance work can be easily performed.
[0008]
Therefore, the labor required for maintenance can be greatly reduced by simply changing the configuration, and a septic tank suitable for long-term use can be provided.
[0009]
Moreover, since the septic tank of such a structure changes a part of structure of the above-mentioned conventional septic tank, it can change a structure easily when maintaining the conventional septic tank. For this reason, when maintaining a conventional septic tank, first, an opening is formed in the carrier holding member by using a hole saw (round hole punching machine), a jigsaw (square hole punching machine) or the like, and a carrier input part is provided. By providing an outflow prevention member that prevents the carrier from flowing out in the input part, the above-mentioned maintenance work procedure can be performed, so that the work in a narrow space is reduced and maintenance is easily performed compared to the conventional method of disassembling the carrier holding member. However, the maintenance of the septic tank is not hindered, and maintenance can be facilitated when performing maintenance again.
[0010]
As the outflow prevention member, in addition to a lid member and a plug for covering the carrier charging portion, a duct-shaped member extending upward from the carrier charging portion, and the duct-shaped member and the lid member, plug It may be a combination.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
(1)
As shown in FIGS. 1 and 2, the septic tank of the present invention comprises an anaerobic treatment tank N, an aerobic treatment tank E, treated water tanks T1, T2, and the like from the upstream side. It consists of one chamber N1 and an anaerobic filter bed tank second chamber N2, and the aerobic treatment tank E consists of a carrier flow tank E1 and a filtration tank E2. The raw water to be treated flows into the first anaerobic filter bed tank N1 from the raw water inflow section I, and downstream in the order of the anaerobic filter bed tank second chamber N2, the carrier flow tank E1, the filter tank E2, and the settling tank T2. It is decomposed while being transferred to the tank, and after passing through the disinfection tank Q provided above the treated water tank T2, it is discharged from the outlet Z to the outside of the tank.
[0012]
The anaerobic filter bed first chamber N1 is configured to be capable of storing raw water to be treated, and is capable of growing anaerobic microorganisms therein. The raw water to be treated flowing into the first anaerobic filter bed first chamber N1 is stored in the first anaerobic filter bed first chamber N1 and is anaerobically decomposed, mainly to divide coarse organic matter. And transferred from the lower part of the first anaerobic filter bed tank N1 to the lower part of the second chamber N2 of the anaerobic filter bed tank. Solids such as sludge that are not easily decomposed are stored as precipitates in the lower part of the anaerobic filter bed first chamber N1 or as scum in the upper part of the anaerobic filter bed first chamber N1.
The anaerobic filter bed second chamber N2 is provided with an anaerobic filter bed F, and anaerobic microorganisms are fixed and grown on the anaerobic filter bed F. The water to be treated which has flowed into the second chamber N2 of the anaerobic filter bed is further subjected to anaerobic treatment, decomposed to a state having almost no solid matter, and then sent to the carrier flow tank E1 by overflow. Between the anaerobic filter bed tank N and the carrier fluidized tank E1, the overflow portion 1 is configured to allow free movement of the treated water, and the overflow portion 1 is provided with a slit-like portion 2 to provide the treated water. The carrier and sludge in the carrier fluid tank E1 can be prevented from flowing back.
[0013]
The carrier fluid tank E1 accommodates and holds a carrier C1 that is formed so as to be able to flow together with the water to be treated in a state where microorganisms are supported, and is provided with an air diffuser D1 that allows the carrier to flow by supplying bubbles. An air diffuser is provided to allow the carrier C1 to flow in the carrier flow tank E1 by supplying bubbles from the air diffuser D1. With such a configuration, the water to be treated flowing into the carrier fluid tank E1 is purified by aerobic decomposition by aerobic microorganisms. The treated water that has undergone such treatment is transferred to the filtration tank E2 through the transfer wall portion 3 provided in the first partition wall W1 that partitions the carrier flow tank E1 and the adjacent filtration tank E2.
The advection wall portion 3 is formed in a lattice shape or a slit shape, and is configured to prevent the advancing of the carrier but to permit the advancing of sludge and water to be treated.
[0014]
The filtration tank E2 is configured by filling a carrier C2 having a specific gravity greater than that of water to a predetermined height at a high density. Moreover, the filtration wall part which distribute | circulates to-be-processed water freely in the position lower than the said predetermined height of the 2nd partition W2 which separates the said filtration tank E2 and the said treated water tank T1 provided adjacent to the said filtration tank E2. 4 is formed. As a result, the water to be treated containing sludge that is transferred to the filtration tank E2 is filtered through the deposited filtration layer B on which the carrier C2 is deposited, so that the solid water is hardly contained, and the adjacent treatment is performed. It is transferred to the water tank T1. The second partition wall W2 is connected to the septic tank side wall at the upper end, and the treated water tank T1 is arranged to be hidden under the filtration tank E2 in a plan view.
The filtration wall portion 4 is formed in a lattice shape or a slit shape, and prevents the advancing of the carrier C2, but allows the advancing of sludge and water to be treated.
Furthermore, an aeration pipe D2 as a stirrer for agitating the inside of the filtration tank E2 by agitating the carrier C2 is provided below the constructed filtration layer B, and the load on the septic tank such as at night is reduced. In the time zone when there is little inflow, the carrier is regenerated by performing aeration from the diffusion tube D2.
In addition, air diffuses toward the advection wall portion 3 in the aeration tube D2, and bubbles due to the aeration pass through the advection wall portion 3, and along the advection wall portion 3 on the carrier flow tank E1 side. The advection wall diffuser Da configured to be raised, and similarly diffused toward the filtration wall, and air bubbles due to the aeration pass through the filtration wall 4 and the treatment water tank T1 side As the structure which provides the filtration wall part aeration part Db comprised so that it can be raised along the filtration wall part 4, and wash | cleans the advection wall part 3 and the filtration wall part 4, respectively, and prevents clogging etc. is there.
[0015]
Here, the advection wall part 3 and the filtration wall part 4 have a predetermined upper end height of the deposition filtration layer B so that the water to be treated must be allowed to flow after passing a predetermined distance of the deposition filtration layer B. What is necessary is just the structure which is provided in the position lower than height, accept | permits the advection of to-be-processed water, and enables filtration of the to-be-processed water in the said deposition filtration layer B.
The carriers C1 and C2 are each formed to have a specific gravity of 1 or more and 1.2 or less that can flow together with the water to be treated.
[0016]
Further, as shown in FIGS. 2 and 3, the treated water tank T1 is provided with an air lift pump A for transferring the treated water to the anaerobic filter bed first chamber N1, which is generated by the regeneration of the carrier C2. The sludge can be transferred from the filtration tank E2 to the anaerobic filter bed tank first chamber N1 together with the water to be treated.
[0017]
Further, even if a large amount of water to be treated flows into the septic tank slightly below the steady water level of the carrier fluid tank E1 and the filtration tank E2, the carrier C1 in the tank is prevented from flowing out to other tanks. The carrier holding member 10 is composed of mesh members 11 and 11 having finer meshes than the carriers C1 and C2, and is bonded and fixed to the peripheral wall or partition wall of the septic tank. In addition, the carrier holding member 10 is provided with an opening 12 in a part thereof, and an opening / closing mechanism is formed by attaching the opening / closing freely with an openable / closable lid member 13 a as an outflow prevention member 13.
Thereby, even if it diffuses in the said carrier flow tank E1 and the filtration tank E2 and forms the convection of to-be-processed water, the flow is formed so that it may flow smoothly, without being inhibited by the said carrier holding member 10. The In addition, when the carriers C1 and C2 are filled in the carrier flow tank E1 and the filtration tank E2 or the carriers C1 and C2 are exchanged, the water to be treated is drawn out and the water level is lowered, and then the opening 12 Is used as a carrier loading part, and the carrier can be easily loaded and sucked, so that it can be easily maintained.
[0018]
Further, the carrier holding member 10 is provided with a diffuser tube insertion hole 14 that allows the diffuser tube D1 to be inserted and removed, and the air supply tube D1a connected to the diffuser tube D1 includes the diffuser tube D1. Is fixed in the carrier flow tank E1, and an outflow prevention member 15 that covers the diffuser tube insertion hole 14 is integrally connected to prevent a carrier from flowing out. The air diffusion pipe D1 and the air supply pipe for the air lift pump A are gathered in the upper space of the filtration tank, and the upper pipe of the carrier flow tank E1 is arranged to a minimum.
Thereby, even when it is necessary to take out the diffuser tube outside the septic tank, for example, when the diffuser tube D1 is maintained, the diffuser tube can be easily inserted / removed through the diffuser tube insertion hole 14, and the carrier The work can be performed with almost no disassembly of the holding member or the like.
[0019]
The treated water tank T1 allows only the clean supernatant that has passed through the filtration tank E2 to be discharged to the outside, flows into the disinfection tank Q provided at the upper part of the settling tank T2, and contacts the solid disinfectant Q1 to disinfect. After that, it is discharged out of the tank.
[0020]
As a result, the carrier fluid tank E1 and the filtration tank E2 are arranged so that the carrier can be easily exchanged from the upper space. Therefore, during maintenance, the septic tank can be placed in the septic tank without significantly decomposing the inside of the septic tank. It can be easily performed from the upper side through the provided manhole H.
[0021]
(2)
In the above configuration, an example in which a lid member as an outflow prevention member is provided in advance as an opening / closing mechanism of the carrier charging unit has been shown. However, when maintaining a conventional septic tank, the configuration is changed as follows: I can do it. Here, as shown in FIG. 4, the case where the carrier holding member of the septic tank is bonded and fixed to the entire upper surface of the carrier flow tank will be described as an example.
[0022]
First, the inflow of water to be treated into the septic tank is blocked, and the water level Wh in the carrier fluid tank is lowered.
Next, an opening is formed in the carrier holding member with a jigsaw. (See Fig. 5 (A))
Further, a duct member 13b as an outflow prevention member 13 is attached to the opening, and is opened in the vicinity of the manhole to form a carrier inlet. (See Fig. 5 (b))
In this state, the carrier in the carrier fluid tank can be easily inserted and removed through the carrier inlet, so that maintenance can be easily performed.
Further, the duct member 13b is configured such that the carrier can be reliably held in the carrier flow tank by detachably attaching a pressing member 13c for suppressing the penetration of the carrier into the duct.
As a result, this septic tank can be easily replenished and replaced by simply removing the pressing member attached to the duct member in the future maintenance, so that the configuration can be changed to a more preferable form. It will be.
[0023]
[Another embodiment]
In the previous embodiment, the structure in which the advection wall portion 3 and the filtration wall portion 4 are integrally formed with the first and second partition walls W1 and W2 is shown. The first and second partition walls W1 and W2 provided with the advection wall portion 3 or the filtration wall portion 4 may be detachably provided with respect to the septic tank. good. Moreover, although each aerobic processing tank E1, E2 was provided in parallel in the width direction in FIG. 1, the arrangement | sequence in planar view, such as providing in series in a longitudinal direction, is not restricted to the above-mentioned thing.
[0024]
The carrier holding member is provided slightly below the steady water level of the carrier fluid tank, but may be, for example, slightly above the steady water level. By adopting this configuration, the flow of water to be treated in the carrier flow tank is not hindered and becomes more efficient, and it is not necessary to lower the level of the water to be treated during maintenance, thereby reducing the labor required for maintenance. It is done.
[Brief description of the drawings]
FIG. 1 is a vertical side view of a septic tank according to the present invention. FIG. 2 is a perspective view of a main part of a septic tank according to the present invention. FIG. 3 is a vertical side view of a main part of a septic tank according to the present invention. Side view [Fig. 5] Process diagram for repairing a conventional septic tank by the septic tank repair method of the present invention [Explanation of symbols]
C1 Carrier D1 Air diffuser E1 Carrier fluid tank 10 Carrier holding member 13 Carrier inlet

Claims (2)

微生物を担持させた状態で、被処理水とともに流動可能に形成してある担体を収容し、気泡供給により前記担体を流動させる散気部を設けた担体流動槽に、前記担体の前記担体流動槽外への流出を防止するための担体保持部材を設け、前記担体流動槽の上方にマンホールを設けた浄化槽であって、
前記担体流動槽の上方側から前記担体流動槽内へ前記担体を挿脱自在にする開口を前記担体保持部材の一部分で、且つ前記マンホールの近傍に設け、前記開口を担体投入部として用いて、前記担体投入部を開閉可能にする開閉機構を前記担体投入部に設けてある浄化槽。
The carrier fluidized tank of the carrier is provided in a carrier fluidized tank that contains a carrier that is formed to be flowable together with the water to be treated in a state where microorganisms are supported, and is provided with an air diffuser that flows the carrier by supplying bubbles. A septic tank provided with a carrier holding member for preventing outflow to the outside, and provided with a manhole above the carrier flow tank,
An opening that allows the carrier to be inserted into and removed from the carrier fluid tank from above is provided in a part of the carrier holding member and in the vicinity of the manhole, and the opening is used as a carrier inlet. A septic tank in which an opening / closing mechanism that enables opening and closing of the carrier charging part is provided in the carrier charging part.
微生物を担持させた状態で、被処理水とともに流動可能に形成してある担体を収容し、気泡供給により前記担体を流動させる散気部を設けた担体流動槽に、前記担体の前記担体流動槽外への流出を防止するための担体保持部材を設け、前記担体流動槽の上方にマンホールを設けた浄化槽の補修方法であって、
前記担体流動槽内の水位を前記担体保持部材の下方まで低下させた状態で前記マンホールの近傍に前記担体保持部材の一部分を開口させて担体投入部を形成し、前記担体投入部から前記担体流動槽内の担体の補充、交換作業を可能にした後、前記担体投入部に前記担体の流出を防止する流出防止部材を取付ける浄化槽の補修方法。
The carrier fluidized tank of the carrier is provided in a carrier fluidized tank that contains a carrier that is formed to be flowable together with the water to be treated in a state where microorganisms are supported, and is provided with an air diffuser that flows the carrier by supplying bubbles. A method for repairing a septic tank in which a carrier holding member for preventing outflow to the outside is provided , and a manhole is provided above the carrier flow tank ,
In the state where the water level in the carrier flow tank is lowered to below the carrier holding member, a part of the carrier holding member is opened in the vicinity of the manhole to form a carrier charging part, and the carrier flow from the carrier charging part A method for repairing a septic tank, in which after the carrier in the tank is replenished and exchanged, an outflow prevention member for preventing the carrier from flowing out is attached to the carrier input portion.
JP04641899A 1999-02-24 1999-02-24 Septic tank and its repair method Expired - Lifetime JP3701134B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04641899A JP3701134B2 (en) 1999-02-24 1999-02-24 Septic tank and its repair method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04641899A JP3701134B2 (en) 1999-02-24 1999-02-24 Septic tank and its repair method

Publications (2)

Publication Number Publication Date
JP2000237775A JP2000237775A (en) 2000-09-05
JP3701134B2 true JP3701134B2 (en) 2005-09-28

Family

ID=12746614

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04641899A Expired - Lifetime JP3701134B2 (en) 1999-02-24 1999-02-24 Septic tank and its repair method

Country Status (1)

Country Link
JP (1) JP3701134B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007237147A (en) * 2006-03-13 2007-09-20 Hitachi Housetec Co Ltd Aerobic treatment tank and septic tank containing it

Also Published As

Publication number Publication date
JP2000237775A (en) 2000-09-05

Similar Documents

Publication Publication Date Title
JP3471619B2 (en) Prevention device for clogging of filter media in biological filtration tank
JP5048708B2 (en) Septic tank
KR101346604B1 (en) Bio-film water treatment apparatus capable of back washing without power
JP3701134B2 (en) Septic tank and its repair method
JP3758875B2 (en) Septic tank
JP4100800B2 (en) Septic tank
KR200257701Y1 (en) Aquarium with Treatment Equipment of Wastewater
JP2001079576A (en) Private sewage treatment tank
JP4346594B2 (en) Septic tank
JP3562984B2 (en) Septic tank
JP3901441B2 (en) Septic tank operation
JP2001009484A (en) Septic tank
JP3907396B2 (en) Septic tank
JP3768054B2 (en) Septic tank partition wall structure
JP4573991B2 (en) Sewage treatment apparatus and treatment method
JP6789537B2 (en) Watering filter cleaning method
JP2001259674A (en) Treating device and treating method of sewage
JP2697801B2 (en) Septic tank
KR100380321B1 (en) The high efficiency apparatus for purifying be high efficiency of fluid contact agent and the fixture contact agent
JP3669850B2 (en) Septic tank
JP2003260478A (en) Septic tank and usage thereof
JP2003260479A (en) Septic tank and usage thereof
JP4100873B2 (en) Sewage treatment equipment
JP2003251377A (en) Septic tank and use method therefor
JP2000354883A (en) Septic tank

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040701

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040715

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040913

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050224

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050418

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050630

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050712

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080722

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090722

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100722

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100722

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110722

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120722

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130722

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140722

Year of fee payment: 9

EXPY Cancellation because of completion of term