JPH1034175A - Sewage purifying tank - Google Patents

Sewage purifying tank

Info

Publication number
JPH1034175A
JPH1034175A JP20885096A JP20885096A JPH1034175A JP H1034175 A JPH1034175 A JP H1034175A JP 20885096 A JP20885096 A JP 20885096A JP 20885096 A JP20885096 A JP 20885096A JP H1034175 A JPH1034175 A JP H1034175A
Authority
JP
Japan
Prior art keywords
tank
water
sedimentation
sewage
sedimentation 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.)
Pending
Application number
JP20885096A
Other languages
Japanese (ja)
Inventor
Akira Fujimatsu
晃 藤松
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.)
HANEDA FUME CAN KK
TOYO BIO REACTOR KK
Original Assignee
HANEDA FUME CAN KK
TOYO BIO REACTOR KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HANEDA FUME CAN KK, TOYO BIO REACTOR KK filed Critical HANEDA FUME CAN KK
Priority to JP20885096A priority Critical patent/JPH1034175A/en
Publication of JPH1034175A publication Critical patent/JPH1034175A/en
Pending legal-status Critical Current

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  • Treatment Of Biological Wastes In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a sewage purifying tank high in use efficiency, not generating a problem an offensive smell or spoilage even before an earthquake disaster and capable of obtaining water utilized as water (reclaimed water) for a toilet at a time of disaster and capable of being utilized for initial fire fighting. SOLUTION: A sewage purifying tank has a toilet 7 of facilities including a park for a refuse place of residents at a time of disaster, an established toilet 8, a raw water tank 1 receiving sewage such as excretion or living waste water discharged from a living place of residents, an elution tank 3 packed with a filler constituted of at least soil molded objects based on humus soil and pumice containing elusive silca components or rubbles thereof, a reaction aeration tank 2 receiving sewage from the raw water tank 1 and performing biological treatment in the presence of the liquid eluted from the elution tank 3, a sedimentation tank 4 subjecting sludge sent from the reaction aeration tank 2 to solid-liquid separation, a water tank 5 storing the supernatant soln. of the sedimentation tank 4 and a reclaimed water tank 6 storing water of the water tank 5 in order to utilize the same as reclaimed water.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、汚水浄化槽に関
し、詳しくは、震災発生前においても、臭気や腐敗の問
題を発生させず、また、震災時にトイレ用の水(中水)
として利用したり、初期消火用に利用できる水が得られ
る汚水浄化槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage treatment tank, and more particularly, to a sewage treatment tank which does not cause odor or rot even before an earthquake disaster occurs, and water for toilets (medium water) during the earthquake disaster.
The present invention relates to a sewage treatment tank capable of obtaining water that can be used as a fire or used for initial fire extinguishing.

【0002】[0002]

【従来の技術】平成7年の神戸大震災において、避難住
民の生活を維持する上で、地震後のトイレのあり方が問
題となっている。この地震後のトイレについては、避難
住民が公園の仮設住宅で生活せざるを得ない現実から、
防災時のことを考慮した防災公園の必要性が挙げられて
いる。防災公園の計画において、重要となるのは、一つ
には、トイレ用の水の確保である。水道水は、避難住民
の飲料等で利用する量を確保するのが精一杯であるの
で、その水をトイレ用に利用することは、不可能に近
い。
2. Description of the Related Art In the 1995 Kobe Earthquake, how to use toilets after an earthquake has become a problem in maintaining the lives of evacuees. Regarding toilets after the earthquake, evacuees had to live in temporary housing in the park,
Necessity of disaster prevention park in consideration of disaster prevention is mentioned. One of the important factors in planning a disaster prevention park is to secure water for toilets. It is almost impossible to use tap water for toilets because it is the best way to secure the amount of tap water used for drinking and the like.

【0003】また、防災公園の計画で重要となる他の一
つは、し尿や生活排水の処理である。くみ取り車では、
その量の多さゆえに対処することは事実上困難であり、
各防災公園毎における処理が求められている。
Another important factor in planning a disaster prevention park is the treatment of night soil and domestic wastewater. In the truck,
It is practically difficult to deal with because of its large volume,
Processing at each disaster prevention park is required.

【0004】そこで本発明者は、避難場所となる公園に
は、公衆トイレが設けられている点に鑑み、この公衆ト
イレの汚水を公園毎に設けられた浄化槽で処理して、そ
の処理水を地震後のトイレ用の水として利用することを
考えた。
[0004] In view of the fact that a public toilet is provided in a park serving as an evacuation site, the present inventor treats sewage from the public toilet in a septic tank provided in each park, and treats the treated water. I thought about using it as toilet water after the earthquake.

【0005】しかし、従来の浄化槽の考え方は、標準活
性汚泥法を基調とする考え方のため、臭気の問題があ
り、通常時の公園で稼働することは困難である。また、
震災時には、公園が避難住民の生活場所となるため、臭
気は好ましくない。
However, the conventional concept of a septic tank is based on the standard activated sludge method, and therefore has a problem of odor, and it is difficult to operate in a normal park. Also,
At the time of the earthquake, the odor is not desirable because the park will be a place for the evacuees to live.

【0006】一方、震災時に問題となることは、火災の
初期消火用の水の確保であるが、防火水槽の数は依然と
して少ないのが実情である。本発明者は、公園毎に設置
した浄化槽の処理水を貯蔵して置くことを考えたが、前
述の標準活性汚泥法を基調とする浄化槽の処理水は、腐
敗しやすいという難点があるので、震災前に常時貯蔵し
ておくことは、困難である。
[0006] On the other hand, the problem during the earthquake disaster is to secure water for initial fire extinguishing, but the number of fire prevention water tanks is still small. The present inventor considered storing and storing treated water of a septic tank installed in each park.However, treated water of a septic tank based on the standard activated sludge method described above has a drawback that it easily rots, It is difficult to store at all times before the disaster.

【0007】[0007]

【発明が解決しようとする課題】そこで、本発明の課題
は、震災発生前においても、臭気や腐敗の問題を発生さ
せず、また、震災時にトイレ用の水(中水)として利用
したり、初期消火用に利用できる水が得られる汚水浄化
槽を提供することである。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to prevent the problem of odor and decay even before the occurrence of the earthquake, and to use it as toilet water (medium water) at the time of the earthquake. Another object of the present invention is to provide a sewage purification tank capable of obtaining water usable for initial fire extinguishing.

【0008】[0008]

【課題を解決するための手段】上記課題を解決する本発
明に係る汚水浄化槽は、震災時に住民が避難する公園を
含む施設に予め設けられたトイレ及び震災後に新設され
るトイレ並びに住民の生活の場から排出されるし尿、生
活排水等の汚水を受け入れる原水槽と、腐植物を主体と
する土壌成形体及び溶出性シリカ成分を含有する軽石又
はその砕石によって少なくとも構成される充填材を充填
した溶出槽と、原水槽から汚水を受け入れると共に溶出
槽からの溶出液を介在させて生物処理を行う反応曝気槽
と、反応曝気槽から送られてくる汚泥を固液分離する沈
殿槽と、沈殿槽の上澄液を初期消火用に溜めておく貯水
槽と貯水槽の水を中水として利用するために溜めておく
中水槽を有することを特徴とする。
A sewage treatment tank according to the present invention which solves the above-mentioned problems is provided with a toilet provided in a facility including a park where residents are evacuated in the event of an earthquake, a toilet newly provided after the earthquake, and a toilet for residents. Filled with a raw water tank that receives human waste and sewage such as domestic wastewater discharged from the place of life, and a filler composed at least of pumice containing humus and a pumice containing eluting silica component or crushed stone thereof A reaction tank for receiving wastewater from the raw water tank and conducting biological treatment with an eluate from the tank, and a sedimentation tank for solid-liquid separation of sludge sent from the reaction aeration tank. It is characterized by having a water tank for storing the supernatant of the tank for initial fire extinguishing, and a middle water tank for storing water in the water tank as middle water.

【0009】好ましくは、原水槽、溶出槽、反応曝気
槽、沈殿槽及び貯水槽の、一連の各層が地中に埋没さ
れ、一連の各槽の外周に耐震材が接設されていることで
ある。
Preferably, a series of layers of a raw water tank, an elution tank, a reaction aeration tank, a sedimentation tank, and a water storage tank are buried in the ground, and a seismic material is attached to an outer periphery of the series of tanks. is there.

【0010】また、上方に開口を有する筒状のコンクリ
ート槽の内部に、底面が傾斜し且つ上方に拡開したすり
鉢状の弾性ゴム製の沈殿槽本体を挿着して沈殿槽を形成
し、沈殿槽本体が、貯水槽から誘導された処理水中に浮
上してなることも好ましく、更に好ましくは、弾性ゴム
性の沈殿槽本体に、沈殿槽本体を緩やかに吊着する支持
部を設け、貯水槽から誘導された処理水の水面が低下し
た際に、支持部によって、沈殿槽本体上部の下限が定め
られることや、コンクリート槽の内部に、コンクリート
槽を仕切り壁によって2つの槽に区画し、仕切り壁によ
って区画された一方の槽に沈殿槽本体を挿着して沈殿槽
を形成し、他方の槽を貯水槽とし、前記仕切り壁の下方
に設けられた切欠部によって前記沈殿槽本体外部を前記
貯水槽が連通していることである。
Further, a sedimentation tank body is formed by inserting a mortar-shaped elastic rubber sedimentation tank main body having an inclined bottom surface and expanding upward into a cylindrical concrete tank having an opening at an upper part, It is preferable that the sedimentation tank main body floats in the treated water derived from the water storage tank, and more preferably, it is preferable that an elastic rubber sedimentation tank main body be provided with a support portion for loosely suspending the sedimentation tank main body. When the level of the treated water derived from the tank is lowered, the lower part of the upper part of the sedimentation tank main body is determined by the support part, and inside the concrete tank, the concrete tank is divided into two tanks by partition walls, The sedimentation tank main body is inserted into one of the tanks partitioned by the partition wall to form a sedimentation tank, the other tank is used as a water storage tank, and the outside of the sedimentation tank main body is cut by a notch provided below the partition wall. The water tank communicates Is Rukoto.

【0011】更に、コンクリート槽の内部に、弾性ゴム
製の原水槽、溶出槽、反応曝気槽及び沈殿槽を設け、該
弾性ゴム製の各槽の外部であり且つコンクリート槽の内
部が貯水槽及び中水槽であることは好ましく、更に好ま
しくは、前記弾性ゴム性の各槽に、該弾性ゴム性の各槽
を緩やかに吊着する支持部を設け、貯水槽から誘導され
た処理水の水面が低下した際に、前記支持部によって、
該弾性ゴム性の各槽上部の下限が定められることであ
る。
Further, a raw water tank, an elution tank, a reaction aeration tank and a sedimentation tank made of an elastic rubber are provided inside the concrete tank, and the outside of each of the elastic rubber tanks and the inside of the concrete tank are a water tank and a water tank. It is preferable that the tank is an intermediate water tank, and more preferably, a support is provided on each of the elastic rubber tanks to gently suspend each of the elastic rubber tanks, so that the surface of the treated water guided from the water storage tank is raised. When lowered, by the support,
The lower limit of the upper portion of each elastic rubber tank is to be determined.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面に基づき説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0013】本発明の汚水浄化槽は、震災時に住民が避
難する公園を含む施設に設けられ、主に原水槽1、反応
曝気槽2、溶出槽3、沈殿槽4、貯水槽5及び中水槽6
から構成される。
The sewage purification tank of the present invention is provided in a facility including a park where residents are evacuated in the event of an earthquake, and is mainly composed of a raw water tank 1, a reaction aeration tank 2, an elution tank 3, a sedimentation tank 4, a water storage tank 5, and an intermediate water tank. 6
Consists of

【0014】図1において、7は震災時に住民が避難す
る公園を含む施設に予め設けられたトイレであり、8は
震災後に新設されるトイレ、9は避難住民の仮設住宅
(テントを含む)である。
In FIG. 1, reference numeral 7 denotes a toilet provided beforehand in a facility including a park where residents are evacuated in the event of an earthquake, 8 is a newly installed toilet after the earthquake, and 9 is a temporary housing (including a tent) for the evacuated residents. ).

【0015】し尿、生活排水等の汚水は、まず汚水供給
管10から原水槽1に受け入れられる。本発明におい
て、し尿、生活排水等の汚水とは、震災時に住民が避難
する公園を含む施設に予め設けられたトイレ及び震災後
に新設されるトイレ並びに住民の生活の場から排出され
るし尿、生活排水等を含む。従って、汚水供給管10に
は、通常時は、トイレ7からのし尿及び手洗い水が受け
入れられ、震災時には、トイレ7に加えて新設されたト
イレ8及び仮設住宅9から排出されるし尿、生活排水等
が受け入れられる。
Sewage such as night soil and domestic wastewater is first received from the sewage supply pipe 10 into the raw water tank 1. In the present invention, sewage such as human waste and domestic wastewater refers to toilets provided in advance in facilities including parks where residents are evacuated in the event of an earthquake, toilets newly installed after the earthquake, and human waste discharged from places where residents live. And domestic wastewater. Therefore, the sewage supply pipe 10 normally receives the night soil and the hand washing water from the toilet 7, and in the event of an earthquake, the night water discharged from the newly built toilet 8 and the temporary housing 9 in addition to the toilet 7 during the earthquake disaster, Drainage is acceptable.

【0016】汚水供給管10の先端には、固形物除去装
置11が設けられ、固形物除去装置11によってし尿、
生活排水等の汚水中の比較的大きな固形物が除去され
る。固形物除去装置は例えば特開平7−171582号
に記載の形状のものを用いることができる。
At the end of the sewage supply pipe 10, a solid matter removing device 11 is provided.
Relatively large solids in sewage such as domestic wastewater are removed. As the solid removing device, for example, a device having a shape described in JP-A-7-171852 can be used.

【0017】固形物が除去された汚水は、原水槽1から
反応曝気槽2に送られる。反応曝気槽2内では、溶出槽
3の充填部12から溶出した溶出液が送られ、生物処理
が行われる。13は、溶出槽3内下方に設けられた散気
管である。
The sewage from which solids have been removed is sent from a raw water tank 1 to a reaction aeration tank 2. In the reaction aeration tank 2, the eluate eluted from the filling section 12 of the elution tank 3 is sent, and biological treatment is performed. Reference numeral 13 denotes an air diffuser provided below the elution tank 3.

【0018】充填部12に充填される溶出性シリカ成分
を含有する軽石とは、粘土鉱物や火山性の岩石で水に溶
出することができるシリカ成分を含有しているものが用
いられる。本発明では、上記軽石をそのまま用いてもよ
いし、砕石にして用いてもよい。
The pumice containing a leaching silica component filled in the filling portion 12 is a clay mineral or a volcanic rock containing a silica component that can be leached into water. In the present invention, the pumice may be used as it is, or may be crushed and used.

【0019】また、腐植物を主体とする土壌成形体と
は、溶出性シリカ成分を含有している腐植物やバインダ
ー等を混合、乾燥後、成形して得られたペレットであ
り、該ペレットには、他の無機材(例えばマグネシウ
ム、カルシウム等のミネラル)、溶出制限剤等を含有す
ることができる。ミネラルを含有すれば、後述する有用
微生物の増殖を促進する効果がある。また溶出制限剤を
含有すればペレットが水へ溶出する時間を制御し、補充
時期を制御できる。ペレットの形状は、円柱、角柱、円
盤等のいずれであってもよい。
The soil compact mainly composed of humus is a pellet obtained by mixing, drying, and molding a humus or a binder containing an eluting silica component. May contain other inorganic materials (for example, minerals such as magnesium and calcium), elution restricting agents and the like. The inclusion of minerals has the effect of promoting the growth of useful microorganisms described below. In addition, when an elution-restricting agent is contained, the time required for the pellet to elute into water can be controlled, and the replenishment time can be controlled. The shape of the pellet may be any of a cylinder, a prism, a disk, and the like.

【0020】本発明の充填材には上記以外に、腐植土壌
粉体、粒体または腐植物の溶出液を溶出性シリカ成分を
含有する軽石粉末に含浸させた固形化濾過材を含んでい
てもよい。
[0020] In addition to the above, the filler of the present invention may contain a solidified filter material obtained by impregnating a humus soil powder, granules or humus eluate with a pumice powder containing an eluting silica component. Good.

【0021】本発明において生物処理とは、まず第一
に、前記固形物が除去された汚水と、前記溶出液を導入
し、前記溶出液中に含まれる成分が汚水中の有機物に接
触し、前記有機物及び臭気成分に応じた分解、資化の機
能を有する有用微生物を棲息させる環境を設定、促進す
ることである。
In the present invention, the biological treatment means that, first, the wastewater from which the solid matter has been removed and the eluate are introduced, and the components contained in the eluate contact the organic matter in the wastewater, The purpose of the present invention is to set and promote an environment in which useful microorganisms having a function of decomposing and assimilating according to the organic matter and the odorous component inhabit.

【0022】ここで有用微生物を棲息させる環境を設
定、促進するというのは、有用微生物そのものが予め存
在している場合には、その有用微生物が生息し増殖する
環境条件を整えてやることであり、また有用微生物の胞
子しか存在しない場合には、その胞子を発芽させ、有用
微生物が成育し増殖する環境条件を整えてやることであ
る。
Here, setting and promoting the environment in which the useful microorganisms inhabit means that, if the useful microorganisms themselves exist in advance, the environmental conditions in which the useful microorganisms inhabit and proliferate are adjusted. When only spores of a useful microorganism are present, the spores are germinated and the environmental conditions for growing and growing the useful microorganism are adjusted.

【0023】前記土壌成形体に有用微生物が存在してい
る場合には、反応曝気槽2において、有機物を栄養源と
して有用微生物は生息可能であり、腐植物の溶出成分に
よって有用微生物の増殖環境が整備される。
When useful microorganisms are present in the soil compact, the useful microorganisms can inhabit in the reaction aeration tank 2 using organic matter as a nutrient source, and the growth environment of the useful microorganisms depends on the elution components of the humus. Be maintained.

【0024】一方、有用微生物が存在していない場合に
は、土壌成形体に含まれる成分の作用によって、汚泥中
に混在する菌あるいは胞子等から、有機物を栄養源とし
て、有用微生物が優先種を占めるように馴致され、増殖
し得る。
On the other hand, when no useful microorganisms are present, the microorganisms or spores mixed in the sludge are used as a nutrient source of organic matter to make the useful microorganisms a preferred species by the action of the components contained in the soil compact. It can be adapted to occupy and proliferate.

【0025】第二に、前述したように増殖した有用微生
物によって有機物が分解、資化されていく。以上が生物
処理である。
Second, organic substances are decomposed and assimilated by the useful microorganisms grown as described above. The above is the biological treatment.

【0026】し尿等の処理における臭気成分としては、
アンモニア、ジメチルアミン、トリメチルアミン、硫化
水素、メチルメルカプタン、硫化メチル、二硫化メチル
などがある。本発明においては、これらの臭気成分及び
臭気成分となる有機物等に応じた分解、資化の機能を有
する有用微生物を処理媒体として用いている点に特徴を
有している。従って、本発明の汚水浄化槽は、臭気の問
題を解決し、公園等に設置し、常時稼働させることが可
能なのである。
As odor components in the treatment of night soil and the like,
Examples include ammonia, dimethylamine, trimethylamine, hydrogen sulfide, methyl mercaptan, methyl sulfide, and methyl disulfide. The present invention is characterized in that a useful microorganism having a function of decomposing and assimilating according to these odor components and organic substances serving as odor components is used as a treatment medium. Therefore, the sewage treatment tank of the present invention can solve the problem of odor, can be installed in a park or the like, and can be constantly operated.

【0027】この有用微生物は非有用菌(例えば大腸
菌、腐敗菌等)を殺菌し得る性質があり、本発明による
処理水は非有用菌が無菌化状態となる。これは有用微生
物の作用ばかりでなく、有用微生物の排出する代謝物質
の作用も大きいと考える。よって、本発明による処理水
は抗菌性を有し、貯水槽内における腐敗の問題も解決す
るのである。
This useful microorganism has a property capable of sterilizing non-useful bacteria (for example, Escherichia coli, spoilage bacteria, etc.), and the treated water according to the present invention is in a sterilized state. This is thought to be due not only to the action of useful microorganisms but also to the action of metabolites emitted by useful microorganisms. Therefore, the treated water according to the present invention has antibacterial properties, and solves the problem of spoilage in the water tank.

【0028】また、溶出性シリカ成分を含有する軽石か
ら溶出される成分には、理由は定かではないが、前述し
た有用微生物を増殖させる作用がある。また、溶出性シ
リカ成分を含有する軽石から溶出される成分は、後述す
る汚泥の沈降性を良くする作用もある。
The component eluted from the pumice containing the eluting silica component has an effect of growing useful microorganisms as described above, for unknown reasons. Further, the component eluted from the pumice containing the eluting silica component also has an effect of improving the sedimentation of sludge described later.

【0029】本発明では、有用微生物あるいはその代謝
物の作用を十分発揮させるために、反応曝気槽2の下方
に散気管13を設け曝気を行うと、酸素により弱酸性と
なり、微生物の棲息、繁殖し易い環境を促進するのでよ
り好ましい。
In the present invention, in order to sufficiently exert the action of the useful microorganisms or metabolites thereof, an aeration tube 13 is provided below the reaction aeration tank 2 to perform aeration. It is more preferable because it promotes an environment that is easy to perform.

【0030】充填部12は、上記充填材が溶出し易いよ
うな形状であればよいが、好ましくは、図2に示すよう
な充填部である。図2において、充填部12は合成繊
維、ステンレススチール、FRP等の耐腐食性を有する
素材で形成された網状の容器21であって、容器21の
下方には、周辺に多数のエア噴出孔22を有するディフ
ューザー23が設けられ、ディフューザー23には、外
部からのエア供給パイプが接続されている。ディフュー
ザー23の上方には、充填材が充填されるが、ディフュ
ーザー23と充填材が充填される部分とは、区画されて
もよいし、区画されなくてもよい。また、充填材が充填
される部分は、仕切部材で区画されてもよいし、区画さ
れずに複数の充填材を混合して充填してもよい。
The filling portion 12 may have any shape so that the above-mentioned filler is easily eluted, but is preferably a filling portion as shown in FIG. In FIG. 2, a filling portion 12 is a net-like container 21 formed of a corrosion-resistant material such as synthetic fiber, stainless steel, FRP, and the like. Is provided, and an air supply pipe from the outside is connected to the diffuser 23. The filler is filled above the diffuser 23, but the diffuser 23 and the portion to be filled with the filler may or may not be partitioned. Further, the portion to be filled with the filler may be partitioned by a partition member, or a plurality of fillers may be mixed and filled without being partitioned.

【0031】ディフューザー23からエアが供給され、
腐植物を主体とする土壌成形体等の充填材24が、効率
的に溶出し易い構造となっている。容器21は、上部に
吊り下げ用のチェーン25が取りつけられ、本発明の汚
水浄化槽の蓋部に取りつけることができる。
Air is supplied from the diffuser 23,
The filler 24 such as a soil compact mainly composed of humus is easily eluted efficiently. The container 21 has a hanging chain 25 attached to the upper part thereof, and can be attached to the lid of the sewage treatment tank of the present invention.

【0032】反応曝気槽2で生物処理が行われた後は、
沈殿槽4に送液される。沈殿槽4においては、反応曝気
槽2から送られてくる汚泥が重力沈降し、固液分離が行
われる。本発明では、前述した溶出性シリカ成分を含有
する軽石から溶出する成分の作用によって、汚泥の凝集
が促進され、速やかに沈降することを特徴とする。
After the biological treatment is performed in the reaction aeration tank 2,
The solution is sent to the precipitation tank 4. In the sedimentation tank 4, the sludge sent from the reaction aeration tank 2 is settled by gravity and solid-liquid separation is performed. The present invention is characterized in that the flocculation of sludge is promoted by the action of the component eluted from the pumice containing the above-mentioned eluting silica component, and the sedimentation is quickly carried out.

【0033】沈殿槽4としては、一般的なコンクリート
製のシックナーを用いることができるが、図3に示すよ
うな沈殿槽を形成することもできる。図3には、上方に
開口を有する筒状のコンクリート槽4aの内部に底面が
傾斜し且つ上方に拡開したすり鉢状の弾性ゴム製の沈殿
槽本体14を挿着して、沈殿槽4が形成された態様が示
されている。
As the sedimentation tank 4, a general concrete thickener can be used, but a sedimentation tank as shown in FIG. 3 can also be formed. In FIG. 3, a sedimentation tank main body 14 made of a mortar-shaped elastic rubber whose bottom is inclined and which opens upward is inserted into a cylindrical concrete tank 4 a having an opening at the top, and the sedimentation tank 4 is formed. The embodiment formed is shown.

【0034】本発明において、沈殿槽本体14が、底面
が傾斜し且つ上方に拡開したすり鉢状の弾性ゴム製であ
ることは、以下の点において好ましい。底面が傾斜し
且つ上方に拡開したすり鉢状は、汚泥を沈降させ、固液
分離させる沈殿槽にとって好ましい形態であり、この形
状をコンクリートで製造しようとすると、下方をコンク
リートで全て埋めることとなり、下方を貯水槽として利
用することができない。弾性ゴム製を用いることによ
って、例えば、貯水槽内の水が流出し、沈殿槽とその下
方との水圧バランスが変化しても、弾性ゴム製の沈殿槽
本体は水圧の変化に柔軟に対応し、沈殿槽の一部に過負
荷がかかることが防止される。また、弾性ゴム製のかわ
りに鉄製の槽を用いると錆びてしまい、ステンレス製に
すれば、コスト高となるので好ましくない。
In the present invention, it is preferable that the sedimentation tank main body 14 is made of a mortar-shaped elastic rubber whose bottom is inclined and which is opened upward. The mortar shape with the bottom sloped and expanded upward is a preferred form for a sedimentation tank that sediments sludge and separates solid and liquid.If this shape is to be manufactured with concrete, the lower part will be completely filled with concrete, The lower part cannot be used as a water storage tank. By using elastic rubber, for example, even if water in the water storage tank flows out and the water pressure balance between the sedimentation tank and the lower part changes, the elastic rubber sedimentation tank main body flexibly responds to changes in water pressure. In addition, overload is prevented from being applied to a part of the settling tank. Also, if an iron tank is used instead of an elastic rubber, it will rust, and if it is made of stainless steel, the cost increases, which is not preferable.

【0035】弾性ゴム製の本体14をコンクリート槽4
aに取りつける方法は、好ましくは以下に説明するよう
な方法で取りつけることができる。弾性ゴム製の本体1
4の上端部を外側に溝状に折り曲げ、上端部にステンレ
ス等のリング部材(図示せず)を挿着する。リング部材
に吊り下げ用の支持部31を複数付ける。支持部31は
図示した例では鎖であるが他の材質であってもよい。前
記支持部31を図示しない固定部材に固着させる。更に
補強のために、弾性ゴム製の沈殿槽本体14の側面から
底面に渡る支持帯32を数本取りつけ、リング部材に複
数の支持帯を固着し、弾性ゴム製の本体14全体を支持
させることもできる。33は沈殿槽本体14を浮上させ
る浮き部材であり、前述したリング部材周辺に設けられ
ている。
The elastic rubber body 14 is connected to the concrete tank 4
The method of mounting on a can be preferably performed by the method described below. Elastic rubber body 1
The upper end of 4 is bent outward in a groove shape, and a ring member (not shown) such as stainless steel is inserted into the upper end. A plurality of suspension support portions 31 are attached to the ring member. The support portion 31 is a chain in the illustrated example, but may be another material. The support portion 31 is fixed to a fixing member (not shown). For further reinforcement, several support bands 32 extending from the side surface to the bottom surface of the sedimentation tank main body 14 made of elastic rubber are attached, a plurality of support bands are fixed to the ring member, and the entire elastic rubber main body 14 is supported. Can also. Reference numeral 33 denotes a floating member for lifting the sedimentation tank main body 14, which is provided around the above-mentioned ring member.

【0036】また、図3には、コンクリート槽4aの内
部を仕切り壁15によって2つの槽に区画した例が示さ
れている。仕切り壁15によって区画された一方の槽に
沈殿槽本体14を挿着して沈殿槽を形成し、他方の槽を
貯水槽5としている。仕切り壁15の下方に設けられた
切欠部15aによって沈殿槽本体14の外部が貯水槽5
と連通しているので、貯水槽5の実質的な容量が増加
し、震災時にトイレ用の水(中水)として利用したり、
初期消火用に利用できる水量増加に効果がある。
FIG. 3 shows an example in which the inside of the concrete tank 4a is divided into two tanks by a partition wall 15. The sedimentation tank main body 14 is inserted into one of the tanks partitioned by the partition wall 15 to form a sedimentation tank, and the other tank is the water storage tank 5. A notch 15a provided below the partition wall 15 allows the outside of the sedimentation tank
And the actual capacity of the water storage tank 5 increases, and it can be used as toilet water (medium water) in the event of an earthquake,
Effective for increasing the amount of water available for initial fire fighting.

【0037】沈殿槽本体14の外部に貯水槽5から処理
水が誘導され、多量に存在している場合には、沈殿槽本
体14は前述した処理水中に浮上している。しかし、貯
水槽5から誘導された処理水が使用され、その水面が低
下した場合に、水面の低下と共に沈殿槽本体14が下方
に移動する。支持部31の長さによって沈殿槽本体14
の上部の下限が定められているので、ゴム製の沈殿槽本
体14の形状が崩れて内部の汚泥等が流出することを防
止できる。
When treated water is guided from the water storage tank 5 to the outside of the sedimentation tank main body 14 and is present in a large amount, the sedimentation tank main body 14 floats in the above-described treated water. However, when the treated water guided from the water storage tank 5 is used and the water level is lowered, the sedimentation tank main body 14 moves downward with the water level lowered. The sedimentation tank main body 14 depends on the length of the support portion 31.
Since the lower limit of the upper part is set, the shape of the rubber sedimentation tank main body 14 can be prevented from being collapsed and the sludge and the like inside can be prevented from flowing out.

【0038】中水や初期消火として使用する水量を更に
増加するために、図4に示す部材を設けることも可能で
ある。図4において、41は通水管であり、通水管41
の一端は沈殿槽本体14の側壁(汚泥ゾーンよりも上の
位置)に連通して固着されており、他端近辺の側面には
通水穴42が設けられており、他端には鎖43を介して
浮き44を有する構造となっている。通水管41は弾性
ゴムのような不透水性かつ柔軟性のある材質からなって
いる。本装置においては、貯水槽5の水量が減ると、浮
き44が、水面の低下(矢符Y)と共に下っていく。す
ると通水穴42から水が流出し、沈殿槽本体14内の水
も、中水として、あるいは火災の初期消火用の水とし
て、利用可能となる。
In order to further increase the amount of medium water or water used for initial fire extinguishing, a member shown in FIG. 4 can be provided. In FIG. 4, reference numeral 41 denotes a water pipe;
Has one end communicating with and fixed to the side wall of the sedimentation tank main body 14 (a position above the sludge zone), a water passage hole 42 provided on the side surface near the other end, and a chain 43 provided at the other end. , And has a structure having a float 44. The water pipe 41 is made of a water-impermeable and flexible material such as elastic rubber. In the present device, when the amount of water in the water storage tank 5 decreases, the float 44 lowers with a decrease in the water level (arrow Y). Then, water flows out from the water passage hole 42, and the water in the sedimentation tank main body 14 can also be used as intermediate water or water for initial fire extinguishing of a fire.

【0039】沈殿槽4の下部に沈降した汚泥は汚泥引き
抜き管16より引き抜かれ、汚泥計量分配槽17に送ら
れ、原水槽1及び溶出槽3に返送される。沈降汚泥内に
は、前述した有用微生物が存在しており、これを原水槽
1に返送することによって、臭気の発生を抑制すること
ができ、好ましい。また、反応曝気槽2に返送すること
も好ましい。また、沈殿槽本体14からの汚泥の返送に
際しては、図示しない濃縮槽を介在させることもでき
る。
The sludge settled in the lower part of the sedimentation tank 4 is withdrawn from the sludge withdrawal pipe 16, sent to the sludge metering tank 17, and returned to the raw water tank 1 and the elution tank 3. The above-mentioned useful microorganisms are present in the settled sludge, and it is preferable to return the useful microorganisms to the raw water tank 1 so that generation of odor can be suppressed. It is also preferable to return the mixture to the reaction aeration tank 2. In returning sludge from the sedimentation tank main body 14, a not-shown thickening tank can be interposed.

【0040】汚泥計量分配槽17の構造は特に限定され
ないが、分配量を可変できるものが好ましい。また、余
剰汚泥は、図示しない汚泥引き抜き管により引き抜か
れ、脱水後、発酵等の処理をすることにより、良質な堆
肥として農地等で使用できる。
The structure of the sludge metering / distribution tank 17 is not particularly limited. The excess sludge is drawn out by a sludge drawing pipe (not shown), and after dehydration, is subjected to fermentation and other treatments, so that it can be used as high-quality compost on farmland and the like.

【0041】沈殿槽4の上澄液は、通水管を介して貯水
槽5や中水槽6に導入される。沈殿槽4から貯水槽5及
び中水槽6への送液の際に、浸漬膜等を設けることもで
きる。沈殿槽4と貯水槽5(中水槽6)との間に浸漬膜
等を設けると、沈殿槽4から流出した汚泥が、貯水槽5
及び中水槽6に流入することを防止できる。また、浸漬
膜等を通過した液体は、ssが除去されるので、長期に
わたって貯水槽5及び中水槽6に貯留できる。貯水槽5
及び中水槽6に貯留される水は、震災時にトイレ用の水
(中水)として利用したり、火災発生の際の初期消火用
に利用できる。
The supernatant of the sedimentation tank 4 is introduced into a water storage tank 5 or an intermediate water tank 6 through a water pipe. An immersion film or the like may be provided when the liquid is sent from the precipitation tank 4 to the water storage tank 5 and the middle water tank 6. When an immersion film or the like is provided between the sedimentation tank 4 and the water storage tank 5 (intermediate water tank 6), the sludge flowing out from the sedimentation tank 4 is
And it can be prevented from flowing into the middle water tank 6. Further, since the ss is removed from the liquid that has passed through the immersion film or the like, the liquid can be stored in the water storage tank 5 and the intermediate water tank 6 for a long time. Water tank 5
In addition, the water stored in the middle water tank 6 can be used as toilet water (medium water) at the time of the earthquake or for initial fire extinguishing in the event of a fire.

【0042】本発明の汚水浄化槽は、例えば、複数のコ
ンクリート単位体を積層したコンクリート躯体によって
形成することができる。単位体としては、例えば、図5
に示す中間単位体101a、101bと図6に示すよう
な底部単位体102を組み合わせることによって1つの
コンクリート躯体を形成することができる。図5の10
1aは、外枠のみの単位体で、101bは、内部に仕切
り壁103を有する単位体である。
The sewage purifying tank of the present invention can be formed, for example, by a concrete body in which a plurality of concrete units are stacked. As the unit body, for example, FIG.
By combining the intermediate units 101a and 101b shown in FIG. 6 with the bottom unit 102 shown in FIG. 6, one concrete skeleton can be formed. 10 in FIG.
1a is a unit having only an outer frame, and 101b is a unit having a partition wall 103 inside.

【0043】上述のように複数のコンクリート単位体を
組み合わせることによって、各槽を形成することは、コ
ンクリート単位体の鋳型数を減らし、量産化が可能とな
り、製造コスト低減に役立つ。また、作業工程が簡略化
し、作業員の熟練度は必要とせず、均一な仕上がりが得
られる。従って、人件費の節減となる。更に、製造日数
も削減できる。
Forming each tank by combining a plurality of concrete units as described above reduces the number of molds of the concrete units, enables mass production, and contributes to a reduction in manufacturing costs. In addition, the work process is simplified, and a uniform finish can be obtained without requiring the skill of a worker. Therefore, labor costs are reduced. Further, the number of manufacturing days can be reduced.

【0044】上記の単位体を用いて埋設式の汚水浄化槽
を製造するには、図7に示すように、先ずトイレ7付近
の設置現場に埋設可能な深さと大きさに穴を掘る。次い
で穴の底面及び又は側面に耐震材18を施設する。耐震
材としては、例えば免震性のゴム等が挙げられる。次い
で底部単位体102を装着し、上面に接着剤を塗って、
必要な中間単位体101を載せる。必要により接着部を
補修する。次いで必要な管類、装置類の設置を行う。各
槽間の接設の配管には、フレキシブルジョイントを使用
できる。次いで蓋部を載せて固定する。蓋部は例えば点
検、清掃等の必要に応じて、開口を設けた蓋体を用いる
ことができる。
In order to manufacture a buried type sewage treatment tank using the above-mentioned unit body, first, as shown in FIG. 7, a hole is dug to a depth and a size which can be buried in an installation site near the toilet 7. Next, the seismic material 18 is installed on the bottom and / or side of the hole. Examples of the earthquake-resistant material include seismic isolation rubber. Next, the bottom unit 102 is attached, an adhesive is applied to the upper surface,
The necessary intermediate unit 101 is placed. Repair the adhesive if necessary. Next, necessary pipes and devices are installed. A flexible joint can be used for piping connected between the tanks. Next, the lid is placed and fixed. As the lid, a lid provided with an opening can be used as required for inspection, cleaning, and the like.

【0045】長方形のコンクリート躯体の配列は本発明
の課題を解決する範囲内において種々の配列を取り得
る。例えば、仕切り壁を有する中間単位体を用いずに、
仕切り壁のない中間単位体で各槽を形成し、仕切り用の
板を挿入する溝を中間単位体内部側面に設け、前記溝に
仕切り用の板を差し込むこともできる。
The arrangement of the rectangular concrete bodies can take various arrangements within the scope of solving the problem of the present invention. For example, without using an intermediate unit having a partition wall,
Each tank may be formed of an intermediate unit having no partition wall, and a groove for inserting a partition plate may be provided on an inner side surface of the intermediate unit, and the partition plate may be inserted into the groove.

【0046】コンクリート単位体は、角型以外に、円筒
型の単位体であってもよい。また、本発明の汚水浄化槽
はFRP躯体によって形成されてもよい。また、一つの
躯体を仕切り壁等によって区切り、区切られた部分を本
発明の各槽としてもよい。
The concrete unit may be a cylindrical unit other than the square unit. Further, the sewage purification tank of the present invention may be formed by an FRP skeleton. Further, one frame may be divided by a partition wall or the like, and the divided portions may be used as the respective tanks of the present invention.

【0047】また、本発明の汚水浄化槽は、コンクリー
トで形成されたコンクリート槽の内部に、弾性ゴム製の
原水槽1、反応曝気槽2、溶出槽3及び沈殿槽4を設け
ることができる。弾性ゴム製の各槽はそれぞれ連結して
いてもよいし、個別に設けられていてもよい。このよう
に弾性ゴム製の槽を利用すると、弾性ゴム製の各槽の外
部であり且つコンクリート槽の内部を貯水槽5として利
用でき、貯水槽5の実質的な容量が増加し、震災時にト
イレ用の水(中水)として利用したり、初期消火用に利
用できる水量増加に効果がある。
In the sewage purifying tank of the present invention, an elastic rubber raw water tank 1, a reaction aeration tank 2, an elution tank 3, and a sedimentation tank 4 can be provided inside a concrete tank formed of concrete. The tanks made of elastic rubber may be connected to each other or may be individually provided. When the elastic rubber tanks are used as described above, the outside of each elastic rubber tank and the inside of the concrete tank can be used as the water storage tank 5, and the substantial capacity of the water storage tank 5 increases, so that in the event of an earthquake, It is effective in increasing the amount of water that can be used as toilet water (medium water) and used for initial firefighting.

【0048】弾性ゴム製の各槽を取りつける方法は、前
述した沈殿槽本体14と同様の方法で取りつけることが
でき、また、弾性ゴム製の各槽に緩やかに吊着する支持
部を設けることによって、弾性ゴム製の各槽の形状が崩
れて内部の汚泥等が流出することを防止できる。
The elastic rubber tanks can be mounted in the same manner as the sedimentation tank body 14 described above, and the elastic rubber tanks can be provided with a support that is gently hung. In addition, it is possible to prevent the shape of each tank made of the elastic rubber from being collapsed and the sludge or the like from flowing out.

【0049】本発明の汚水浄化槽は、本発明の課題を解
決する範囲内においてその他の形態であってもよい。
The sewage purification tank of the present invention may have other forms as long as the object of the present invention is solved.

【0050】また、本発明の汚水浄化槽は、汚水の浄化
作用が強く処理後の水は、抗菌性があるため、中水道と
しての利用は十分可能であるが、処理後の水を下水、側
溝等に排出する場合には、厚生省の浄化槽基準に沿うよ
うに、塩素による殺菌処理を行うことも可能である。
Further, the sewage treatment tank of the present invention has a strong sewage purification action, and the treated water has antibacterial properties, so that it can be sufficiently used as a central water supply. For example, in the case of discharging to the wastewater, it is also possible to perform a sterilization treatment with chlorine so as to comply with the septic tank standards of the Ministry of Health and Welfare.

【0051】なお、本汚水浄化槽は地下に埋設されるの
で、その上面は、例えば駐車場、公園、緑地等に利用す
ることもできる。
Since the present sewage purification tank is buried underground, its upper surface can be used for, for example, a parking lot, a park, a green space, and the like.

【0052】[0052]

【発明の効果】以上の如く、本発明によれば、震災発生
前においても、臭気や腐敗の問題を発生させず、また、
震災時にトイレ用の水(中水)として利用したり、初期
消火用に利用できる水が得られる汚水浄化槽を提供でき
る。
As described above, according to the present invention, even before the occurrence of the earthquake, the problem of odor and rot does not occur,
It is possible to provide a sewage purifying tank that can be used as toilet water (medium water) in the event of an earthquake or water that can be used for initial fire extinguishing.

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

【図1】本発明の汚水浄化槽の実施例を示すフロー図FIG. 1 is a flowchart showing an embodiment of a sewage purification tank according to the present invention.

【図2】充填部の一例を示す断面図FIG. 2 is a sectional view showing an example of a filling unit.

【図3】沈殿槽の一例を示す一部切欠斜視図FIG. 3 is a partially cutaway perspective view showing an example of a sedimentation tank.

【図4】通水管の一例を示す要部断面図FIG. 4 is a sectional view of an essential part showing an example of a water pipe;

【図5】中間単位体の一例を示す斜視図FIG. 5 is a perspective view showing an example of an intermediate unit.

【図6】底部単位体の一例を示す斜視図FIG. 6 is a perspective view showing an example of a bottom unit body.

【図7】本発明の汚水浄化槽の設置例を示す概略断面図FIG. 7 is a schematic sectional view showing an installation example of a sewage purification tank of the present invention.

【符号の説明】[Explanation of symbols]

1:原水槽 2:反応曝気槽 3:溶出槽 4:沈殿槽 5:貯水槽 6:中水槽 7:トイレ 8:トイレ 9:仮設住宅 10:汚泥供給管 11:固形物除去装置 12:充填部 13:散気管 14:沈殿槽本体 15:仕切り壁 16:汚泥引き抜き管 17:汚泥計量分配槽 18:耐震材 21:容器 22:噴出孔 23:ディフューザー 24:充填材 25:チェーン 31:支持部 32:支持帯 33:浮き部材 41:通水管 42:通水穴 43:鎖 44:浮き 101a、101b:中間単位体 102:底部単位体 103:仕切り壁 1: Raw water tank 2: Reaction aeration tank 3: Elution tank 4: Sedimentation tank 5: Water storage tank 6: Middle water tank 7: Toilet 8: Toilet 9: Temporary house 10: Sludge supply pipe 11: Solid matter removal device 12: Filling unit 13: diffuser pipe 14: sedimentation tank main body 15: partition wall 16: sludge extraction pipe 17: sludge distributing tank 18: seismic material 21: container 22: jet hole 23: diffuser 24: filler 25: chain 31: support section 32 : Support band 33: floating member 41: water pipe 42: water hole 43: chain 44: floating 101 a, 101 b: intermediate unit 102: bottom unit 103: partition wall

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】震災時に住民が避難する公園を含む施設に
予め設けられたトイレ及び震災後に新設されるトイレ並
びに住民の生活の場から排出されるし尿、生活排水等の
汚水を受け入れる原水槽と、腐植物を主体とする土壌成
形体及び溶出性シリカ成分を含有する軽石又はその砕石
によって少なくとも構成される充填材を充填した溶出槽
と、該原水槽から汚水を受け入れると共に該溶出槽から
の溶出液を介在させて生物処理を行う反応曝気槽と、該
反応曝気槽から送られてくる汚泥を固液分離する沈殿槽
と、該沈殿槽の上澄液を初期消火用に溜めておく貯水槽
と該貯水槽の水を中水として利用するために溜めておく
中水槽を有することを特徴とする汚水浄化槽。
1. A toilet that receives wastewater such as human waste and domestic wastewater discharged from toilets provided in advance in facilities including parks where residents are evacuated in the event of an earthquake, new toilets after the earthquake, and places of living for residents. A water tank, an elution tank filled with a filler formed at least by a pumice or a crushed stone containing a soil compact and a dissolvable silica component mainly composed of humus, and receiving sewage from the raw water tank and from the elution tank. A reaction aeration tank for performing biological treatment with an eluate of the above, a sedimentation tank for solid-liquid separation of sludge sent from the reaction aeration tank, and a supernatant of the sedimentation tank is stored for initial fire extinguishing. A sewage treatment tank comprising a water storage tank and an intermediate water tank for storing water in the water storage tank as intermediate water.
【請求項2】原水槽、溶出槽、反応曝気槽、沈殿槽、貯
水槽及び中水槽の、一連の各槽が、地中に埋没され、一
連の各槽の外周に耐震材が接設されていることを特徴と
する請求項1記載の汚水浄化槽。
2. A series of tanks including a raw water tank, an elution tank, a reaction aeration tank, a sedimentation tank, a water storage tank, and a middle water tank are buried under the ground, and a seismic material is attached to an outer periphery of each series of tanks. The sewage purification tank according to claim 1, wherein:
【請求項3】上方に開口を有する筒状のコンクリート槽
の内部に、底面が傾斜し且つ上方に拡開したすり鉢状の
弾性ゴム製の沈殿槽本体を挿着して沈殿槽を形成し、該
沈殿槽本体が、貯水槽から誘導された処理水中に、該沈
殿槽本体を浮上させる浮き部材によって浮上してなるこ
とを特徴とする請求項1又は2記載の汚水浄化槽。
3. A sedimentation tank is formed by inserting a mortar-shaped elastic rubber sedimentation tank main body having an inclined bottom and expanding upward into a cylindrical concrete tank having an opening at an upper side. The sewage purification tank according to claim 1 or 2, wherein the sedimentation tank main body is floated in the treatment water guided from the water storage tank by a floating member that floats the sedimentation tank main body.
【請求項4】前記弾性ゴム性の沈殿槽本体に、該沈殿槽
本体を緩やかに吊着する支持部を設け、貯水槽から誘導
された処理水の水面が低下した際に、前記支持部によっ
て、該沈殿槽本体上部の下限が定められることを特徴と
する請求項3記載の汚水浄化槽。
4. A support portion for gently suspending the sedimentation tank main body is provided on the elastic rubber sedimentation tank main body, and when the level of treated water guided from the water storage tank is lowered, the support portion is used. 4. The sewage treatment tank according to claim 3, wherein a lower limit of an upper portion of the sedimentation tank main body is determined.
【請求項5】前記コンクリート槽の内部に、該コンクリ
ート槽を仕切り壁によって2つの槽に区画し、該仕切り
壁によって区画された一方の槽に沈殿槽本体を挿着して
沈殿槽を形成し、他方の槽を貯水槽とし、前記仕切り壁
の下方に設けられた切欠部によって前記沈殿槽本体外部
を前記貯水槽が連通していることを特徴とする請求項3
又は4記載の汚水浄化槽。
5. A sedimentation tank is formed by dividing the concrete tank into two tanks by a partition wall inside the concrete tank, and inserting a sedimentation tank body into one of the tanks partitioned by the partition wall. The other tank is a water storage tank, and the water storage tank communicates with the outside of the sedimentation tank main body by a notch provided below the partition wall.
Or the sewage purification tank according to 4.
【請求項6】コンクリート槽の内部に、弾性ゴム製の原
水槽、溶出槽、反応曝気槽及び沈殿槽を設け、該弾性ゴ
ム製の各槽の外部であり且つコンクリート槽の内部が貯
水槽及び中水槽であることを特徴とする請求項1又は2
記載の汚水浄化槽。
6. An elastic rubber raw water tank, an elution tank, a reaction aeration tank and a sedimentation tank are provided inside a concrete tank, and the outside of each elastic rubber tank and the inside of the concrete tank is a water tank and a water tank. 3. A water tank according to claim 1 or 2,
The sewage septic tank described.
【請求項7】前記弾性ゴム性の各槽に、該弾性ゴム性の
各槽を緩やかに吊着する支持部を設け、貯水槽から誘導
された処理水の水面が低下した際に、前記支持部によっ
て、該弾性ゴム性の各槽上部の下限が定められることを
特徴とする請求項6記載の汚水浄化槽。
7. A support portion for gently suspending each of said elastic rubber tanks is provided in each of said elastic rubber tanks, and said support is provided when the level of treated water guided from said water storage tank is lowered. 7. The sewage treatment tank according to claim 6, wherein a lower limit of an upper portion of each of the elastic rubber tanks is determined by a part.
JP20885096A 1996-07-19 1996-07-19 Sewage purifying tank Pending JPH1034175A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20885096A JPH1034175A (en) 1996-07-19 1996-07-19 Sewage purifying tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20885096A JPH1034175A (en) 1996-07-19 1996-07-19 Sewage purifying tank

Publications (1)

Publication Number Publication Date
JPH1034175A true JPH1034175A (en) 1998-02-10

Family

ID=16563150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20885096A Pending JPH1034175A (en) 1996-07-19 1996-07-19 Sewage purifying tank

Country Status (1)

Country Link
JP (1) JPH1034175A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003211174A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Circulation-type water supplying and draining equipment
KR100407473B1 (en) * 2000-12-28 2003-11-28 김성국 A disposal method for stoch rasing waste water availing leaf mould and apparatus therefor
US7794592B2 (en) 2006-06-29 2010-09-14 Ralph Brown Wastewater disinfection apparatus and methods
CN117125812A (en) * 2023-09-13 2023-11-28 华北水利水电大学 Microbial ecological restoration generating system of sludge-free aerobic tank and manufacturing method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100407473B1 (en) * 2000-12-28 2003-11-28 김성국 A disposal method for stoch rasing waste water availing leaf mould and apparatus therefor
JP2003211174A (en) * 2002-01-29 2003-07-29 Yasutoshi Takashima Circulation-type water supplying and draining equipment
US7794592B2 (en) 2006-06-29 2010-09-14 Ralph Brown Wastewater disinfection apparatus and methods
CN117125812A (en) * 2023-09-13 2023-11-28 华北水利水电大学 Microbial ecological restoration generating system of sludge-free aerobic tank and manufacturing method thereof
CN117125812B (en) * 2023-09-13 2024-05-17 华北水利水电大学 Microorganism generation system of sludge-free aerobic tank and manufacturing method thereof

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