JP3618251B2 - Septic tank - Google Patents

Septic tank Download PDF

Info

Publication number
JP3618251B2
JP3618251B2 JP09878499A JP9878499A JP3618251B2 JP 3618251 B2 JP3618251 B2 JP 3618251B2 JP 09878499 A JP09878499 A JP 09878499A JP 9878499 A JP9878499 A JP 9878499A JP 3618251 B2 JP3618251 B2 JP 3618251B2
Authority
JP
Japan
Prior art keywords
tank
septic tank
septic
water
sub
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 - Fee Related
Application number
JP09878499A
Other languages
Japanese (ja)
Other versions
JP2000288566A (en
Inventor
八郎 佐藤
和之 本田
久人 辻川
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 JP09878499A priority Critical patent/JP3618251B2/en
Publication of JP2000288566A publication Critical patent/JP2000288566A/en
Application granted granted Critical
Publication of JP3618251B2 publication Critical patent/JP3618251B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Treatment Of Biological Wastes In General (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、浄化槽主槽と浄化槽副槽とからなる浄化槽に関し、より具体的には、たとえば、被処理水を吸引して濾過膜を透過させる吸引ポンプを備えた膜分離槽を備えた浄化槽主槽を設け、前記濾過膜を透過した被処理水を消毒する消毒槽を設けてある浄化槽に関する
【0002】
【従来の技術】
従来、浄化槽としては、前記浄化槽主槽のみからなるものが汎用されているが、膜分離槽を経由した再利用可能な被処理水を消毒して一時貯留するなどの目的で、浄化槽を浄化槽主槽と浄化槽副槽とから構成した2槽分離型のものが提案されている。
このような浄化槽は、汚泥をほとんど含まない清浄な被処理水を、汚泥成分を大量に含有している被処理水から分離する意味で有効に用いられるものである。つまり、別ケーシングとすることによって、内部の被処理水成分を安定させられると同時に、メンテナンスも容易に行えるという効果が期待できるのである。
【0003】
【発明が解決しようとする課題】
しかし、このような構成の浄化槽は、2槽を連結する接続配管が必要となって、配管作業が煩わしくなりがちである。また、このような施工作業を行ったとしても、雨水による地盤のゆるみ、地盤沈下等による地盤の移動等により、前記2槽の相対位置が変わってしまうことがあり、前記接続配管に支障が生じるおそれがあった。このような現象は、小型で軽量の浄化槽副槽に対して発生しやすい現象であると考えられ、特に、浄化槽副槽の安定配設が望まれている。
【0004】
従って、本発明の目的は、上記実状に鑑み、2槽分離型であっても安定配置しやすい浄化槽を提供することにある。
【0005】
【課題を解決するための手段】
この目的を達成するための本発明の浄化槽の特徴構成は、
浄化槽主槽と浄化槽副槽とからなる浄化槽であって、前記浄化槽主槽に前記浄化槽副槽を載置状態で支持する支持部を設けてある点にある。
また、上下一対の分割部材を設けて、前記分割部材それぞれの開口縁部にフランジ部を設け、互いのフランジ部同士を突き合わせて前記両分割部材を一体に接合して前記浄化槽主槽を構成し、前記フランジ部を前記支持部に形成してあってもよい。
さらに、前記浄化槽副槽を上側ほど大きく開口する上広がり形状に形成するとともに、下端部を前記フランジ部に載置可能に形成してあってもよく、
被処理水を吸引して濾過膜を透過させる吸引ポンプを備えた膜分離槽を備えた浄化槽主槽を設け、前記濾過膜を透過した被処理水を消毒する消毒槽を設けてある浄化槽においては、
前記消毒槽を前記浄化槽主槽本体とは別体の浄化槽副槽に設けてあれば好ましい。
また、本発明の浄化槽の設置方法の特徴構成は、
少なくとも2つのケーシングからなる浄化槽において、互いのケーシング同士を連携させて、土中における安定姿勢を形成させつつ埋設することにある。
また、浄化槽を浄化槽主槽と浄化槽副槽とから構成し、前記浄化槽主槽に、前記浄化槽副槽を載置した状態で、両槽を一体に埋設することが好ましい。
【0006】
〔作用効果〕
浄化槽主槽と浄化槽副槽とからなる浄化槽において、前記浄化槽主槽に前記浄化槽副槽を載置状態で支持する支持部を設けてあると、より安定な浄化槽主槽に、前記浄化槽副槽を支持させた状態で取り扱うことができ、安定に埋設でき、接続配管等を確実なものにできる。この際、浄化槽の主な機能を有する(通常一番大きな)部分を浄化槽主槽と称し、他をすべて浄化槽副槽と称するものとする。また、浄化槽副槽の数も問わない。また、前記浄化槽副槽を前記浄化槽主槽に支持させる際に、両者は接着、締結により、一体化してあることが取り扱い上好ましい。
【0007】
また、上下一対の分割部材を設けて、前記分割部材それぞれの開口縁部にフランジ部を設け、互いのフランジ部同士を突き合わせて前記両分割部材を一体に接合して前記浄化槽主槽を構成してあれば、前記浄化槽主槽は、前記フランジ部において水密に接合されるとともに、そのフランジ部が前記主槽の埋設姿勢を安定化させる。また、このフランジ部は、浄化槽外方に突出させられているので、前記フランジ部に前記浄化槽副槽を係合させるなどすれば、前記浄化槽副槽を安定に支持させることが可能になる。この際、前記浄化槽副槽は、前記浄化槽主槽の外面形状に沿った形に成形してあることが好ましく、このようにしてあれば、一体化の際に容易かつ確実な両者の連係構造をとることができる。
【0008】
さらに、前記浄化槽副槽を上側ほど大きく開口する上広がり形状に形成するとともに、下端部を前記フランジ部に載置可能に形成してあれば、前記浄化槽副槽は狭いフランジ部上にも容易に載置でき、前記浄化槽主槽に確実に支えられる構造とできるとともに、開口部においては、メンテナンス等の際に作業容易な空間を確保しやすい。
【0009】
被処理水を吸引して濾過膜を透過させる吸引ポンプを備えた膜分離槽を備えた浄化槽主槽を設け、前記濾過膜を透過した被処理水を消毒する消毒槽を設けてある浄化槽においては、
前記消毒槽を前記浄化槽主槽本体とは別体の浄化槽副槽に設けてあることで、前記浄化槽主槽、副槽の大きく異なる被処理水組成が、互いに混ざってしまうおそれを排除しやすく、たとえば、消毒槽内の被処理水を再利用に供するような場合に有利である。また、特にメンテナンスの必要性の高い消毒槽部分を前記膜分離槽部分と分離したことから、管理すべき空間を絞り込むことができ、メンテナンス作業者の作業能率の向上が図れる。
【0012】
【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。
図1に示す浄化槽100について説明すると、被処理水が上流側から夾雑物除去槽N、流量調整槽B1、沈殿汚泥貯留槽B2、膜分離槽Eを記載順に移流するように構成される浄化槽主槽101と、消毒槽Q兼ポンプ9配置スペースをなす浄化槽副槽102から構成されており、各槽間は隔壁Wで仕切られている。
前記浄化槽主槽は上側本体101aと下側本体101bとを、フランジ部103で突き合わせ接合し、水処理空間を形成している。
【0013】
前記夾雑物除去槽Nは、流入口Iから流入した原水を被処理水として受け、その被処理水から沈殿する固形物および液面に発生するスカム等の固体成分を分離しつつ、主に前記原水の液体成分を流量調整槽Bへ自然移流自在に構成し、内部には被処理水を嫌気分解する嫌気性菌を育成してある。
尚、図中Fは、夾雑物除去槽Nの幅方向中央部に開口部F1を設けた移流管であり、前記夾雑物除去槽Nの基準水位以上になった被処理水が濾材F2により濾過されて前記開口部F1から前記流量調整槽Bに流入するように構成したものである。また、前記移流管Fの上部には前記基準水位よりもやや上方の所定水位に達した被処理水を前記流量調整槽B以外へ案内する第一、第二案内路G1,G2を設けてある。
【0014】
前記流量調整槽B1は、計量装置1aおよび移送用エアリフトポンプ1bを備えてなり、前記夾雑物除去槽Nから自然移流してきた被処理水の前記液体成分を一時貯留して、前記膜分離槽Eへ移送管1cを介してほぼ定量的に移送可能に形成してある。
【0015】
前記膜分離槽Eは、被処理水を複数の濾過膜としての平膜Mにより濾過して浄化するものであり、この膜分離槽E内では被処理水の有機成分を好気分解する好気性菌が育成されている。さらに、槽内に平膜Mを取り付けた状態で、その平膜Mの下方に、気泡を供給して、平膜M表面に汚泥等が付着するのを防止する散気管Dを設けてある。従って、この散気管Dより、散気操作することで前記好気性菌に酸素を供給し、かつ、前記平膜の表面を洗浄して、平膜Mの膜分離処理性能を高く維持できる。
【0016】
濾過膜としての前記平膜Mは、被処理水導通部を内方に有するABS樹脂製の支持板の両表面にポリエチレン製の濾過膜部材を接着形成するとともに、前記被処理水導通部に連通するノズル4を連設してなり、前記平膜Mを被処理水に浸漬した状態で、前記ノズル4から吸引操作すると、被処理水が前記濾過膜部材を通過して、その濾過膜部材によって被処理水中の汚泥等が除去され、高度に浄水された被処理水を取り出すことが出来る。ここで、この濾過膜部材6は、孔径0.3μm以下の限界濾過膜であり、このような孔径のものを選択することにより、長期間の使用に対して、膜内汚染を防止でき、長期メンテナンスフリーの運転が可能となる。
【0017】
前記ノズル4は、浄化槽副槽102の消毒槽Qに設けた吸引ポンプ9に連通接続され、この吸引ポンプ9を運転操作する事で前記平膜Mで膜分離処理された被処理水(膜透過被処理水と称する)を、浄化槽外部に設けられる消毒機構としての消毒槽Qへ送りだす。ここで、図示するように、前記吸引ポンプ9は浄化槽側壁104外部部位に設けられてメンテナンスの容易性が確保されるとともに、吸引ポンプ9は、膜分離槽Eの最低水位より低い位置に配設されている。従って、吸引ポンプ9が停止した場合においても、吸引ポンプ9内には、被処理水が残留して、再始動時の呼び水となる。
前記浄化槽副槽102は、上部側ほど広口に形成してあり、その側壁部は、前記浄化槽主槽101に沿う形状とし、支持部としての前記フランジ部103に載置した状態で接着一体化により前記浄化槽主槽101に安定支持させることのできる構成としてある。
【0018】
前記移流管F上部に設けた第一案内路G1は、前記消毒槽Qに連通接続されており、被処理水を前記膜分離槽Eを介さずに前記消毒槽Qに供給す可能にする越流機構を構成している。前記夾雑物除去槽N及び流量調整槽B1の水位が高い場合に槽内に大量流入した低負荷被処理水をそのまま前記消毒槽Qに移送して、再生水として用いることができるようになっている。また、前記第二案内路G2は、前記浄化槽主槽101とは別体に設けた一時貯留槽Tに連通接続してあり、先と同様の場合でも、昼間に前記低負荷処理水が大量流入して、前記用水配管からの給水と合流する可能性があるような場合には、前記第一案内路G1を閉鎖しておき、前記低負荷被処理水を一時貯留槽Tに貯留することができるように構成してある。尚このような第一、第二案内路G1,G2の切り替えは、タイマ連動の切り替え機構(図外)により行う。
【0019】
上記の構成を採用することにより、流入口Iから流入した原水は、夾雑物除去槽Nで固液分離されつつ、流量調整槽Bを介して定量的に膜分離槽Eに移送され、膜分離槽Eで高度に浄水された後、消毒槽Qを介して浄化槽外へ定量排出される。この消毒槽Qを介した被処理水は、有効に再利用をはかることができるものとなっている。
【0020】
尚、このような浄化槽は、互いのケーシング同士を連携させて、土中における安定姿勢を形成させつつ埋設する。
つまり、浄化槽主槽101と浄化槽副槽102とを、前記浄化槽主槽101の支持部としてのフランジ部103に前記浄化槽副槽102を載置した状態で固定し、両槽を一体に埋設する。このように、浄化槽を浄化槽主槽101と浄化槽副槽102とから構成し、前記浄化槽主槽101に、前記浄化槽副槽102を載置した状態とすることで、前記浄化槽副槽102の荷重を前記浄化槽主槽101で受けさせ、前記浄化槽副槽102の不安定化が防げ、全体としての安定化が図れる。
【0021】
また、前記支持部としては、フランジ部103を用いる他、前記浄化槽主槽101と、浄化槽副槽102とに互いに係合する係合部を設けて支持部に形成してあっても良い。
【図面の簡単な説明】
【図1】本発明の実施例における浄化槽の縦断側面図
【図2】本発明の実施例における浄化槽の平面図
【符号の説明】
100 浄化槽
101 浄化槽主槽
102 浄化槽副槽
103 支持部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a septic tank composed of a septic tank main tank and a septic tank sub-tank, and more specifically, for example, a septic tank main equipped with a membrane separation tank equipped with a suction pump that sucks water to be treated and permeates the filtration membrane. the vessel is provided, about the septic tank that is the disinfecting chamber provided for disinfecting the water to be treated passes through the filtration membrane.
[0002]
[Prior art]
Conventionally, as the septic tank, the one consisting only of the septic tank main tank has been widely used. However, the septic tank is mainly used for the purpose of disinfecting and temporarily storing reusable treated water via the membrane separation tank. A two-tank separation type composed of a tank and a septic tank sub-tank has been proposed.
Such a septic tank is effectively used in the sense of separating clean water to be treated that contains almost no sludge from water to be treated containing a large amount of sludge components. In other words, by using a separate casing, it is possible to expect the effect that the water component to be treated inside can be stabilized and maintenance can be easily performed.
[0003]
[Problems to be solved by the invention]
However, the septic tank having such a configuration requires a connecting pipe that connects the two tanks, and the piping work tends to be troublesome. In addition, even if such construction work is performed, the relative position of the two tanks may change due to the loosening of the ground due to rain water, the movement of the ground due to ground subsidence, etc., resulting in trouble with the connection piping. There was a fear. Such a phenomenon is considered to be a phenomenon that tends to occur with respect to a small and lightweight septic tank sub-tank, and in particular, a stable arrangement of the septic tank sub-tank is desired.
[0004]
Therefore, in view of the above situation, an object of the present invention is to provide a septic tank that is easily arranged stably even if it is a two-tank separation type.
[0005]
[Means for Solving the Problems]
In order to achieve this object, the characteristic configuration of the septic tank of the present invention is:
The septic tank is composed of a septic tank main tank and a septic tank sub tank, and is provided with a support portion for supporting the septic tank sub tank in a mounted state on the septic tank main tank.
Further, a pair of upper and lower divided members are provided, a flange portion is provided at each opening edge portion of the divided member, the flange portions are butted together and the divided members are joined together to form the septic tank main tank. The flange portion may be formed on the support portion.
Further, the septic tank sub-tank may be formed in an upwardly widening shape that opens larger toward the upper side, and the lower end may be formed so as to be placed on the flange part,
In a septic tank provided with a septic tank main tank provided with a membrane separation tank equipped with a suction pump for sucking water to be treated and permeating the filtration membrane, and provided with a disinfection tank for disinfecting the water to be treated that has passed through the filtration membrane ,
It is preferable that the disinfection tank is provided in a septic tank sub-tank separate from the septic tank main tank body.
In addition, the characteristic configuration of the septic tank installation method of the present invention is:
In the septic tank composed of at least two casings, the casings are laid and formed while forming a stable posture in the soil in cooperation with each other.
Moreover, it is preferable to comprise a septic tank from a septic tank main tank and a septic tank sub tank, and to embed both tanks integrally in the state which mounted the said septic tank sub tank in the said septic tank main tank.
[0006]
[Function and effect]
In the septic tank consisting of a septic tank main tank and a septic tank sub tank, if the support section for supporting the septic tank sub tank in a mounted state is provided in the septic tank main tank, the septic tank sub tank is placed in a more stable septic tank main tank. It can be handled in a supported state, can be stably embedded, and connection piping and the like can be ensured. At this time, the part having the main function of the septic tank (usually the largest) is referred to as the septic tank main tank, and all others are referred to as the septic tank auxiliary tank. Moreover, the number of septic tank subtanks does not ask | require. Moreover, when supporting the said septic tank auxiliary tank in the said septic tank main tank, it is preferable on handling that both are integrated by adhesion | attachment and fastening.
[0007]
Further, a pair of upper and lower divided members are provided, a flange portion is provided at each opening edge portion of the divided member, the flange portions are butted together and the divided members are joined together to form the septic tank main tank. If there is, the septic tank main tank is water-tightly joined at the flange part, and the flange part stabilizes the embedding posture of the main tank. Moreover, since this flange part is made to protrude outside a septic tank, if the said septic tank sub tank is engaged with the said flange part, it becomes possible to support the said septic tank sub tank stably. At this time, it is preferable that the septic tank sub-tank is formed in a shape along the outer surface shape of the septic tank main tank, and if this is done, an easy and reliable linkage structure between the two can be achieved. Can take.
[0008]
Further, if the septic tank sub-tank is formed in an upwardly widening shape that opens larger toward the upper side and the lower end portion is formed so as to be able to be placed on the flange portion, the septic tank sub-tank can be easily mounted on a narrow flange portion. It can be placed and can be structured to be surely supported by the septic tank main tank, and it is easy to secure a space where the work can be easily performed at the opening.
[0009]
In a septic tank provided with a septic tank main tank provided with a membrane separation tank equipped with a suction pump for sucking water to be treated and permeating the filtration membrane, and provided with a disinfection tank for disinfecting the water to be treated that has passed through the filtration membrane ,
By providing the sterilization tank in a septic tank sub-tank separate from the septic tank main tank body, it is easy to eliminate the possibility that the septic tank main tank and the water composition to be treated of the sub tank greatly differ from each other, For example, it is advantageous when the water to be treated in the disinfection tank is reused. In addition, since the disinfecting tank portion requiring particularly high maintenance is separated from the membrane separation tank portion, the space to be managed can be narrowed down, and the working efficiency of the maintenance worker can be improved.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
The septic tank 100 shown in FIG. 1 will be described. The septic tank main unit is configured such that the water to be treated moves from the upstream side to the contaminant removal tank N, the flow rate adjustment tank B1, the sedimentation sludge storage tank B2, and the membrane separation tank E in the order of description. It is comprised from the tank 101 and the septic tank subtank 102 which makes the disinfection tank Q and pump 9 arrangement | positioning space, and each tank is divided by the partition W.
In the septic tank main tank, the upper main body 101a and the lower main body 101b are abutted and joined by the flange portion 103 to form a water treatment space.
[0013]
The contaminant removal tank N receives the raw water flowing in from the inlet I as treated water and separates solid components such as scum generated on the liquid surface and solid matter precipitated from the treated water, An anaerobic bacterium for anaerobically decomposing water to be treated is cultivated inside the liquid component of the raw water so that it can be naturally transferred to the flow rate adjusting tank B.
In the figure, F is an advection pipe provided with an opening F1 at the center in the width direction of the contaminant removal tank N, and the water to be treated that has become above the reference water level of the contaminant removal tank N is filtered by the filter medium F2. And is configured to flow into the flow rate adjusting tank B from the opening F1. Further, the upper part of the advection pipe F is provided with first and second guide paths G1 and G2 for guiding the water to be treated that has reached a predetermined water level slightly above the reference water level to other than the flow rate adjusting tank B. .
[0014]
The flow rate adjustment tank B1 includes a measuring device 1a and a transfer air lift pump 1b, temporarily stores the liquid component of the water to be treated that has naturally transferred from the contaminant removal tank N, and the membrane separation tank E It is formed so that it can be transferred almost quantitatively through the transfer pipe 1c.
[0015]
The membrane separation tank E purifies the treated water by filtering it with a flat membrane M as a plurality of filtration membranes, and aerobic decomposes the organic components of the treated water in the membrane separation tank E. Bacteria are grown. Furthermore, with the flat membrane M attached in the tank, an air diffuser D is provided below the flat membrane M to supply bubbles and prevent sludge and the like from adhering to the surface of the flat membrane M. Therefore, by performing aeration operation from the aeration tube D, oxygen can be supplied to the aerobic bacteria, and the surface of the flat membrane can be washed, so that the membrane separation performance of the flat membrane M can be maintained high.
[0016]
The flat membrane M as a filtration membrane is formed by adhering and forming a polyethylene filtration membrane member on both surfaces of an ABS resin support plate having a treated water conducting portion on the inside, and communicating with the treated water conducting portion. When the suction operation is performed from the nozzle 4 in a state where the flat membrane M is immersed in the water to be treated, the water to be treated passes through the filtration membrane member, and the filtration membrane member Sludge and the like in the treated water are removed, and the treated water that has been highly purified can be taken out. Here, the filtration membrane member 6 is a limit filtration membrane having a pore diameter of 0.3 μm or less, and by selecting a membrane having such a pore diameter, contamination within the membrane can be prevented for a long period of use, and long-term Maintenance-free operation is possible.
[0017]
The nozzle 4 is connected in communication with a suction pump 9 provided in the disinfection tank Q of the septic tank sub tank 102, and water to be treated (membrane permeation) which has been subjected to membrane separation treatment by the flat membrane M by operating this suction pump 9 (Referred to as treated water) is sent to a disinfection tank Q as a disinfection mechanism provided outside the septic tank. Here, as shown in the drawing, the suction pump 9 is provided outside the septic tank side wall 104 to ensure ease of maintenance, and the suction pump 9 is disposed at a position lower than the lowest water level of the membrane separation tank E. Has been. Therefore, even when the suction pump 9 is stopped, the water to be treated remains in the suction pump 9 and serves as priming water at the time of restart.
The septic tank sub-tank 102 is formed with a wider opening toward the upper side, and its side wall has a shape that follows the septic tank main tank 101 and is bonded and integrated in a state of being placed on the flange portion 103 as a support part. The septic tank main tank 101 can be stably supported.
[0018]
The first guide path G1 provided in the upper part of the advection pipe F is connected to the sterilization tank Q, and allows the treated water to be supplied to the sterilization tank Q without passing through the membrane separation tank E. Constitutes the flow mechanism. When the water levels of the contaminant removal tank N and the flow rate adjustment tank B1 are high, the low-load treated water that has flowed in large quantities into the tank can be transferred to the disinfection tank Q as it is and used as reclaimed water. . Further, the second guide path G2 is connected to a temporary storage tank T provided separately from the septic tank main tank 101. Even in the same case as described above, a large amount of the low-load treated water flows in the daytime. Then, when there is a possibility of joining with the water supply from the water pipe, the first guide channel G1 is closed and the low-load treated water is stored in the temporary storage tank T. It is configured so that it can. The first and second guide paths G1 and G2 are switched by a timer-linked switching mechanism (not shown).
[0019]
By adopting the above configuration, the raw water flowing in from the inlet I is quantitatively transferred to the membrane separation tank E through the flow rate adjustment tank B while being separated into solid and liquid in the contaminant removal tank N, and membrane separation is performed. After being highly purified in the tank E, it is discharged quantitatively outside the septic tank via the disinfection tank Q. The treated water through the sterilization tank Q can be effectively reused.
[0020]
Such a septic tank is embedded while forming a stable posture in the soil by linking the casings with each other.
That is, the septic tank main tank 101 and the septic tank sub tank 102 are fixed in a state in which the septic tank sub tank 102 is placed on the flange portion 103 as a support part of the septic tank main tank 101, and both tanks are embedded integrally. As described above, the septic tank is composed of the septic tank main tank 101 and the septic tank sub tank 102, and the septic tank sub tank 102 is placed on the septic tank main tank 101 so that the load of the septic tank sub tank 102 is increased. The septic tank main tank 101 is used to prevent instability of the septic tank sub-tank 102, and the overall stabilization can be achieved.
[0021]
Further, as the support portion, in addition to using the flange portion 103, an engagement portion that engages with the septic tank main tank 101 and the septic tank sub tank 102 may be provided to form the support section.
[Brief description of the drawings]
FIG. 1 is a longitudinal side view of a septic tank according to an embodiment of the present invention. FIG. 2 is a plan view of a septic tank according to an embodiment of the present invention.
100 Septic tank 101 Septic tank main tank 102 Septic tank sub tank 103 Support part

Claims (4)

浄化槽主槽と浄化槽副槽とからなる浄化槽であって、前記浄化槽主槽に前記浄化槽副槽を載置状態で支持する支持部を設けてある浄化槽。A septic tank comprising a septic tank main tank and a septic tank sub tank, wherein the septic tank main tank is provided with a support portion for supporting the septic tank sub tank in a mounted state . 上下一対の分割部材を設けて、前記分割部材それぞれの開口縁部にフランジ部を設け、互いのフランジ部同士を突き合わせて前記両分割部材を一体に接合して前記浄化槽主槽を構成し、前記フランジ部を前記支持部に形成してある請求項1に記載の浄化槽。A pair of upper and lower divided members are provided, flange portions are provided at the opening edge portions of the divided members, the flange portions are butted together and the divided members are joined together to form the septic tank main tank, The septic tank according to claim 1, wherein a flange portion is formed on the support portion. 前記浄化槽副槽を上側ほど大きく開口する上広がり形状に形成するとともに、下端部を前記フランジ部に載置可能に形成してある請求項2に記載の浄化槽。The septic tank according to claim 2, wherein the septic tank sub-tank is formed in an upwardly widening shape with a larger opening toward the upper side, and a lower end portion is formed so as to be placed on the flange portion. 被処理水を吸引して濾過膜を透過させる吸引ポンプを備えた膜分離槽を備えた浄化槽主槽を設け、前記濾過膜を透過した被処理水を消毒する消毒槽を設けてある浄化槽であって、
前記消毒槽を前記浄化槽主槽本体とは別体の浄化槽副槽に設けてある請求項1〜3のいずれか1項に記載の浄化槽。
A septic tank is provided with a septic tank main tank equipped with a membrane separation tank equipped with a suction pump for sucking water to be treated and permeating the filtration membrane, and a sterilization tank for disinfecting the water to be treated that has passed through the filtration membrane. And
The septic tank according to any one of claims 1 to 3, wherein the sterilization tank is provided in a septic tank sub-tank separate from the septic tank main tank main body.
JP09878499A 1999-04-06 1999-04-06 Septic tank Expired - Fee Related JP3618251B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09878499A JP3618251B2 (en) 1999-04-06 1999-04-06 Septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09878499A JP3618251B2 (en) 1999-04-06 1999-04-06 Septic tank

Publications (2)

Publication Number Publication Date
JP2000288566A JP2000288566A (en) 2000-10-17
JP3618251B2 true JP3618251B2 (en) 2005-02-09

Family

ID=14229005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09878499A Expired - Fee Related JP3618251B2 (en) 1999-04-06 1999-04-06 Septic tank

Country Status (1)

Country Link
JP (1) JP3618251B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6863817B2 (en) 2002-12-05 2005-03-08 Zenon Environmental Inc. Membrane bioreactor, process and aerator

Also Published As

Publication number Publication date
JP2000288566A (en) 2000-10-17

Similar Documents

Publication Publication Date Title
JP4230569B2 (en) Hollow fiber membrane module
JP3322206B2 (en) Immersion type membrane separation device
KR100974912B1 (en) Hollow fiber membrane frame construction and hollow fiber membrane unit using the same
JPH11165200A (en) Method for treating sludge
SG186047A1 (en) Immersion type membrane module unit and membrane separation activated sludge process equipment
JPH07155758A (en) Waste water treating device
WO2012165121A1 (en) Air diffuser
JP3618251B2 (en) Septic tank
JP4892390B2 (en) Water treatment apparatus having a solid-liquid separator
JPH054030A (en) Solid-liquid separator
JP3688146B2 (en) Septic tank
WO2018051630A1 (en) Membrane-separation activated sludge treatment system
JP4183160B2 (en) Hollow fiber membrane module
JP2013027803A (en) Membrane module and immersion membrane unit
JP3106066B2 (en) Septic tank
JP7284545B1 (en) MEMBRANE FILTRATION DEVICE AND WATER PURIFICATION SYSTEM USING THE SAME
JP3583202B2 (en) Filtration device and filtration operation method
JP3226776B2 (en) Septic tank
JPH11165182A (en) Membrane treating ceptic tank
JPH11300176A (en) Dipping type membrane separator
JP2006247481A (en) Membrane treatment apparatus
JP3726404B2 (en) Membrane separation device and operation method thereof, activated sludge treatment device and water treatment facility
JP2001347268A (en) Water treatment equipment
JP2000126558A (en) Immersion-type film separation device and method for cleaning fouled water
JP2000301176A (en) Filter device and sewage cleaning tank using the same

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: 20040708

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040906

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: 20041021

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20041109

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: 20081119

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20081119

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20091119

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20091119

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20101119

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20101119

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20111119

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20111119

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20121119

Year of fee payment: 8

LAPS Cancellation because of no payment of annual fees