JPH0340399Y2 - - Google Patents

Info

Publication number
JPH0340399Y2
JPH0340399Y2 JP1985193248U JP19324885U JPH0340399Y2 JP H0340399 Y2 JPH0340399 Y2 JP H0340399Y2 JP 1985193248 U JP1985193248 U JP 1985193248U JP 19324885 U JP19324885 U JP 19324885U JP H0340399 Y2 JPH0340399 Y2 JP H0340399Y2
Authority
JP
Japan
Prior art keywords
tank
water
biological treatment
treated water
cylindrical 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
Application number
JP1985193248U
Other languages
Japanese (ja)
Other versions
JPS62103498U (en
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 filed Critical
Priority to JP1985193248U priority Critical patent/JPH0340399Y2/ja
Publication of JPS62103498U publication Critical patent/JPS62103498U/ja
Application granted granted Critical
Publication of JPH0340399Y2 publication Critical patent/JPH0340399Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、家庭雑廃水等の有機系廃水を浄化し
た後、所定の水質基準まで後処理できる一体式廃
水処理装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an integrated wastewater treatment device that can purify organic wastewater such as domestic miscellaneous wastewater and then post-process it to a predetermined water quality standard.

〔従来の技術〕[Conventional technology]

従来、有機系廃水は浄化,沈澱,ろ過等の一連
の工程を経て浄化されていた。これを第9図に基
づいて説明する。
Conventionally, organic wastewater has been purified through a series of steps such as purification, precipitation, and filtration. This will be explained based on FIG. 9.

図に於て、101は原水槽で、原水槽101か
ら廃水が反応槽102に送られる。反応槽102
の内部には例えばハニカムチユーブのような微生
物を付着させる板又は網102Aが充填されてい
る。102Bは生物処理に必要な空気を原水に吹
き込む散気装置である。103は固液分離する沈
澱槽、104はろ過装置、105は処理水槽であ
る。
In the figure, 101 is a raw water tank, and wastewater is sent from the raw water tank 101 to a reaction tank 102. Reaction tank 102
The inside of the tube is filled with a plate or net 102A, such as a honeycomb tube, on which microorganisms are attached. 102B is an aeration device that blows air necessary for biological treatment into raw water. 103 is a settling tank for separating solid and liquid, 104 is a filtration device, and 105 is a treated water tank.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところが、従来の方式にあつては、廃水から最
終的な水質基準の処理水に至るまでに原水槽,反
応槽,沈澱槽,ろ過槽,処理水槽が必要になり、
これらは各々別個に配置されているため、広い設
置面積が必要となる。従つて、事務所ビル,マン
シヨン等の主として小規模な廃水処理や再利用を
図る場合に建屋内に上記の一連の設備を配置する
ことはスペース上の問題から無理であつた。
However, in the conventional method, a raw water tank, a reaction tank, a sedimentation tank, a filter tank, and a treated water tank are required to get from wastewater to treated water that meets the final water quality standards.
Since these are each arranged separately, a large installation area is required. Therefore, it has been impossible to arrange the above-mentioned series of equipment inside buildings mainly for small-scale wastewater treatment and reuse such as office buildings and apartment buildings due to space constraints.

〔考案の目的〕[Purpose of invention]

本考案は,上述の問題を解決するためになされ
たもので、その目的は、有機物系の廃水を浄化し
た後、後処理し所定の水質基準になるまでの一連
の浄化処理を単一のコンパクトな装置で処理でき
る一体式廃水処理装置を提供することである。
This invention was devised to solve the above-mentioned problems, and the purpose is to purify organic wastewater and then perform post-treatment to meet the specified water quality standards in a single compact system. An object of the present invention is to provide an integrated wastewater treatment device that can be treated with a similar device.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するために、本考案は、筒が鉛
直又は斜めになるように配された筒状槽と、筒状
槽内の上部に配されて原水を受ける原水槽と、筒
状槽の周りに螺旋状に巻いて成り原水槽からの原
水の生物的処理を行なう生物処理水管と、生物処
理水管から生物処理された処理水を筒状槽の内部
に戻す処理水戻し管と、筒状槽内の原水槽の下方
に設けられ処理水戻し管から運ばれた処理水をろ
過するろ過槽と、筒状槽内のろ過槽の下方に設け
られろ過された処理水を貯留する処理水槽とから
構成されている。
In order to achieve the above object, the present invention provides a cylindrical tank in which the cylinders are arranged vertically or diagonally, a raw water tank arranged in the upper part of the cylindrical tank to receive raw water, and a cylindrical tank. A biological treatment water pipe that is spirally wound around the raw water tank and performs biological treatment of raw water from the raw water tank, a treated water return pipe that returns biologically treated treated water from the biological treatment water pipe to the inside of the cylindrical tank, and a cylindrical A filtration tank is provided below the raw water tank in the tank and filters the treated water carried from the treated water return pipe, and a treated water tank is provided below the filtration tank in the cylindrical tank to store the filtered treated water. It consists of

〔考案の作用〕[Effect of invention]

本考案によれば、廃水は原水槽に供給され、原
水槽から生物処理水管に流れ、生物処理水管内で
微生物により酸化分解され浄化される。次いで、
生物処理された処理水は生物処理水管から処理水
戻し管を通つてろ過槽に運ばれ、微細コロイド状
の浮遊物,汚泥が取り除かれて、処理水槽に流れ
る。
According to the present invention, wastewater is supplied to the raw water tank, flows from the raw water tank to the biological treatment water pipe, and is oxidized and decomposed and purified by microorganisms in the biological treatment water pipe. Then,
The biologically treated treated water is transported from the biologically treated water pipe to the treated water return pipe to the filtration tank, where fine colloidal floating matter and sludge are removed and flowed into the treated water tank.

〔考案の実施例〕 以下、図面により本考案の実施例を詳細に説明
する。
[Embodiments of the invention] Hereinafter, embodiments of the invention will be described in detail with reference to the drawings.

第1図ないし第4図により本考案の第1実施例
に係る一体式廃水浄化装置を詳細に説明する。
An integrated wastewater purification device according to a first embodiment of the present invention will be explained in detail with reference to FIGS. 1 to 4. FIG.

本考案の第1実施例に係る一体式廃水浄化装置
1は、筒が鉛直になるように配置された筒状槽2
と、筒状槽2内の上部に配されて原水を受ける原
水槽3と、筒状槽2の周りに螺旋状に巻いて成り
生物的処理を行なう生物処理水管4と、生物処理
水管4の下方部に接続され酵素を供給する曝気装
置5と、生物処理水管4の流路出口4Aに接続し
鉛直方向に走り筒状槽2内の中央部2Aに戻す処
理水戻し管6と、筒状槽2内の原水槽の下方に設
けられ処理水戻し管6からの生物処理された処理
水をろ過するろ過槽7と、筒状槽2内のろ過槽7
の下方に設けられた処理水槽8とから構成されて
いる。
An integrated wastewater purification device 1 according to a first embodiment of the present invention includes a cylindrical tank 2 arranged so that the cylinder is vertical.
, a raw water tank 3 disposed at the upper part of the cylindrical tank 2 to receive the raw water, a biological treatment water pipe 4 wound spirally around the cylindrical tank 2 to perform biological treatment, and a biological treatment water pipe 4 . an aeration device 5 connected to the lower part and supplying enzyme; a treated water return pipe 6 connected to the flow path outlet 4A of the biological treatment water pipe 4 and running vertically to return it to the central part 2A in the cylindrical tank 2; A filter tank 7 that is provided below the raw water tank in the tank 2 and filters the biologically treated treated water from the treated water return pipe 6, and a filter tank 7 in the cylindrical tank 2.
It consists of a treated water tank 8 provided below.

生物処理水管4は、第2図に示すように、合成
樹脂製のチユーブ4Bと、その内側壁面に配され
た固定・支持部材であるアクリルアミドポリマ4
Cと、強度を保つために固定・支持部材であるア
クリルアミドポリマ4Cの内側に必要に応じて配
された不織布の如き網状物質4Dと、網状物質4
Dに固定して付着している処理用微生物(又は酵
素)4Eとから成る。
As shown in FIG. 2, the biological treatment water pipe 4 includes a tube 4B made of synthetic resin and an acrylamide polymer 4 which is a fixing/supporting member arranged on the inner wall surface of the tube 4B.
C, a net-like material 4D such as a non-woven fabric arranged as necessary inside the acrylamide polymer 4C which is a fixing/supporting member to maintain strength, and a net-like material 4
It consists of a processing microorganism (or enzyme) 4E fixedly attached to D.

ろ過槽7は、処理水を再利用する場合や排水基
準を確保するため微細コロイドを除去する必要が
あり、物理的ろ過と生物吸着が可能な繊維ろ材で
構成され、全層ろ過方式となつている。
The filtration tank 7 is required to remove fine colloids when reusing treated water or to ensure wastewater standards, and is constructed of a fibrous filter medium capable of physical filtration and bioadsorption, and is a full-layer filtration system. There is.

なお、図中、9は原水オーバーフロー管で、原
水槽3の開口部3Aからのオーバーフローを防止
している。10は処理水オーバーフロー管で生物
処理された処理水の量を一定に保つ。11は排水
管で、その途中にはポンプ12が配設されてい
る。
In addition, in the figure, 9 is a raw water overflow pipe, which prevents overflow from the opening 3A of the raw water tank 3. 10 is a treated water overflow pipe that keeps the amount of biologically treated treated water constant. 11 is a drain pipe, and a pump 12 is disposed in the middle of the drain pipe.

次に、本実施例の作用を説明する。 Next, the operation of this embodiment will be explained.

原水は原水槽3に供給され、重力で生物処理水
管4に流れる。原水は生物処理水管4内を流れ落
ちて流路出口4Aに至る。生物処理水管4内には
曝気装置5から曝気用空気が供給され、処理用微
生物4Eが付着成育した状態となつている。従つ
て、原水中に含まれる有機物成分等は生物処理水
管4内の処理用微生物4Eにより酸化分解され、
原水は浄化される。生物処理された処理水は水頭
差により戻し管6を通りろ過槽7に供給される。
生物処理された処理水の中には肉眼でも濁りがわ
かる程度に微細コロイドが浮遊しているので、こ
の処理水はろ過槽7に於て微細コロイド状の汚
泥,微生物の残骸等が除去され、処理水槽8に貯
留される。処理水はポンプ12により排水管11
から排出される。
Raw water is supplied to a raw water tank 3 and flows to a biological treatment water pipe 4 by gravity. The raw water flows down inside the biologically treated water pipe 4 and reaches the channel outlet 4A. Aeration air is supplied from the aeration device 5 into the biological treatment water pipe 4, and treatment microorganisms 4E are attached and grown therein. Therefore, the organic components contained in the raw water are oxidized and decomposed by the treatment microorganisms 4E in the biological treatment water pipe 4.
Raw water is purified. The biologically treated water is supplied to the filter tank 7 through the return pipe 6 due to the water head difference.
Fine colloids are suspended in the biologically treated water to the extent that it can be seen with the naked eye, so this treated water is filtered in a filter tank 7 to remove fine colloidal sludge, microbial debris, etc. It is stored in the treated water tank 8. The treated water is sent to the drain pipe 11 by the pump 12.
is discharged from.

上記の如き構成に係る本実施例によれば、生物
処理水管4が筒状槽1の周りに螺旋状に配設され
ているので、従来の反応槽に収納されている生物
処理装置と同程度又はそれ以上に原水と処理用微
生物4Eとの接触面積,時間を多く取ることがで
き、同時に、筒状槽1内部に原水槽3,ろ過槽
7,処理水槽8すべてが収納されている。又、ろ
過槽7が配設されているので微細コロイドまでを
も除去できるので、従来の沈澱槽が不要になる。
従つて、従来例の浄化から最終水質基準にまで処
理できる廃水浄化処理の一連の装置を筒状槽1を
基本として1つの装置としてコンパクトに構成す
ることができる。
According to this embodiment having the above-mentioned configuration, the biological treatment water pipes 4 are spirally arranged around the cylindrical tank 1, so that the biological treatment water pipes 4 are arranged in a spiral manner around the cylindrical tank 1. Or even more, it is possible to increase the contact area and time between the raw water and the treatment microorganisms 4E, and at the same time, the raw water tank 3, the filter tank 7, and the treated water tank 8 are all housed inside the cylindrical tank 1. In addition, since the filter tank 7 is provided, even fine colloids can be removed, making the conventional settling tank unnecessary.
Therefore, it is possible to compactly construct a series of wastewater purification treatment apparatuses capable of processing from conventional purification to final water quality standards as one apparatus based on the cylindrical tank 1.

なお、本実施例に於ては、生物処理水管4は筒
状槽2の周りに中央部から下部にかけて配置され
ているが、第3図に示すように、生物処理水管
4′を筒状槽2の上部から下部にかけて配置し
(原水はポンプで汲み上げられる)、生物処理水管
4′を本実施例の生物処理水管4よりも長くして
原水と処理用微生物4Eとの接触面積,時間をよ
り多くすることができる。このように構成するこ
とにより、異なつた原水の有機物濃度や処理水の
異なつた要求レベルに応じることができる。
In this embodiment, the biological treatment water pipes 4 are arranged around the cylindrical tank 2 from the center to the bottom, but as shown in FIG. 2 (the raw water is pumped up by a pump), and the biological treatment water pipe 4' is made longer than the biological treatment water pipe 4 of this embodiment to increase the contact area and time between the raw water and the treatment microorganisms 4E. Can be many. With this configuration, it is possible to meet the different organic matter concentrations of raw water and the different required levels of treated water.

さらに、本実施例に於ては、生物処理水管4は
筒状槽2の周りに一重の螺旋状に巻き付けられて
いるが、第4図に示すように、生物処理水管4″
を筒状槽2の周りに二重の螺旋状に巻き付けるこ
とができる。この場合、原水は内側生物処理水管
4A″を下降し、外側生物処理水管4B″内を上昇
する。従つて、生物処理水管4″を本実施例の生
物処理水管4よりも長くして原水と処理用微生物
4Eとの接触面積,時間をより多くすることがで
きる。
Further, in this embodiment, the biological treatment water pipe 4 is wound around the cylindrical tank 2 in a single spiral, but as shown in FIG.
can be wrapped around the cylindrical tank 2 in a double spiral. In this case, the raw water descends through the inner biological treatment water pipe 4A'' and rises within the outer biological treatment water pipe 4B''. Therefore, by making the biological treatment water pipe 4'' longer than the biological treatment water pipe 4 of this embodiment, it is possible to increase the contact area and time between the raw water and the treatment microorganisms 4E.

そして、本実施例に於ては、生物処理水管4の
最内側には処理用微生物4Eが固定・付着してい
るが、第5図に示すように、生物処理水管4の内
部に任意の枠状部材を配してその間に処理用微生
物4E″を充填し、処理用微生物4E″が流動しな
いで原水と接触する領域を形成することもでき
る。
In this embodiment, the treatment microorganisms 4E are fixed and attached to the innermost side of the biological treatment water pipe 4, but as shown in FIG. It is also possible to arrange a shaped member and fill the space between them with the treatment microorganisms 4E'' to form a region where the treatment microorganisms 4E'' contact the raw water without flowing.

又、本実施例に於ては、筒状槽2は筒が鉛直に
なるように配置されているが、筒を傾斜させて配
置することもできる。
Further, in this embodiment, the cylindrical tank 2 is arranged so that the cylinder is vertical, but it can also be arranged with the cylinder inclined.

第6図および第7図により本考案の第2実施例
に係る一体式廃水浄化装置を詳細に説明する。
An integrated wastewater purification device according to a second embodiment of the present invention will be explained in detail with reference to FIGS. 6 and 7.

本考案の第2実施例に係る一体式廃水浄化装置
13は、筒が鉛直になるように配置された筒状槽
14と、筒状槽14内の上部に配されて原水を受
ける原水槽15と、筒状槽14の周りに螺旋状に
巻いて成り、内部を流路入口16Bから流路出口
16Aに移動し微生物又は酵素で成る直径1mm〜
20mm程度の微生物球状体16′(比重1.01〜1.10)
により生物的処理を行なう生物処理水管16と、
生物処理水管16の最下端に接続され生物処理水
管16内に酵素を供給する曝気装置17と、生物
処理水管16の流路出口16Aに接続し鉛直方向
に走り筒状槽14内の上端部14Aに処理水及び
微生物球状体16′を戻す戻し管18と、筒状槽
14内の原水槽15の下方に設けられ生物処理さ
れた処理水をろ過するろ過槽19と、筒状槽14
内のろ過槽19の下方に設けられた処理水槽20
と、戻し管18から処理水と微生物球状体16′
を受けてこれらを分離する分離装置21(第7図
図示)と、分離装置21から処理水をろ過槽19
に導く処理水管22と、分離装置21から微生物
球状体16′を原水槽14に循環する微生物球状
体戻し管23と、原水槽15の下部に接続しポン
プ24Aを介して原水及び微生物球状体16′を
生物処理水管16の流路入口16Bに運ぶ原水供
給管24とから構成されている。
The integrated wastewater purification device 13 according to the second embodiment of the present invention includes a cylindrical tank 14 arranged so that the cylinder is vertical, and a raw water tank 15 arranged at the upper part of the cylindrical tank 14 to receive raw water. It is wound spirally around the cylindrical tank 14, moves inside from the channel inlet 16B to the channel outlet 16A, and is made of microorganisms or enzymes with a diameter of 1 mm or more.
16′ microbial spherules of about 20 mm (specific gravity 1.01-1.10)
a biological treatment water pipe 16 that performs biological treatment;
an aeration device 17 connected to the lowest end of the biological treatment water pipe 16 and supplying enzymes into the biological treatment water pipe 16; and an upper end portion 14A inside the cylindrical tank 14 connected to the flow path outlet 16A of the biological treatment water pipe 16 and running in the vertical direction. a return pipe 18 that returns the treated water and microbial spheroid 16' to the cylindrical tank 14;
A treated water tank 20 provided below the filtration tank 19 inside
Then, the treated water and microorganism spheroid 16' are discharged from the return pipe 18.
and a separation device 21 (shown in Figure 7) that separates the treated water from the separation device 21 into a filter tank 19.
a microbial spheroid return pipe 23 that circulates the microbial spheroid 16' from the separation device 21 to the raw water tank 14, and a microbial spheroid return pipe 23 that circulates the microbial spheroid 16' from the separation device 21 to the raw water tank 14; ' to the flow path inlet 16B of the biological treatment water pipe 16.

本実施例の作用を説明するに、比重が水より若
干重い微生物球状体16′(点線矢印で図示)は
ポンプ24Aの圧力により原水(実線矢印で図
示)と共に鉛直方向に上昇可能である。従つて、
原水と微生物球状体16′はポンプ24Aにより
原水供給管24を通り、生物処理水管16の流路
入口16Bに到達する。次いで、生物処理水管1
6内で原水は微生物球状体16′により生物処理
されながら生物処理水管16を下降して、流路出
口16Aに処理水(一点鎖線で図示)となつて至
る。そして、ポンプ24Aの圧力により原水及び
処理水は戻し管18を通り分離装置21に運ばれ
る。分離装置21に於て処理水と微生物球状体1
6′は分離され、処理水は処理水管22を通つて
ろ過槽19に流れ、処理槽20内に貯留する。一
方、微生物球状体16′は微生物球状体戻し管2
3を通り原水槽15内に循環する。
To explain the operation of this embodiment, the microbial spheroid 16' (indicated by a dotted line arrow) whose specific gravity is slightly heavier than water can be raised vertically together with the raw water (indicated by a solid line arrow) by the pressure of the pump 24A. Therefore,
The raw water and the microorganism spheroid 16' pass through the raw water supply pipe 24 by the pump 24A, and reach the channel inlet 16B of the biological treatment water pipe 16. Next, biological treatment water pipe 1
6, the raw water is biologically treated by the microbial spherules 16', descends through the biologically treated water pipe 16, and reaches the flow path outlet 16A as treated water (indicated by a chain line). Then, the raw water and the treated water are transported to the separation device 21 through the return pipe 18 by the pressure of the pump 24A. Treated water and microorganism spheroid 1 in separation device 21
6' is separated, and the treated water flows through the treated water pipe 22 to the filter tank 19 and is stored in the treatment tank 20. On the other hand, the microbial spheroid 16' is transferred to the microbial spheroid return pipe 2.
3 and circulates into the raw water tank 15.

第2実施例に係る一体式廃水浄化装置13によ
れば、第2実施例に係る一体式廃水浄化装置1の
効果に加えて、微生物球状体16′が循環するの
で生物処理水管16が目詰まりする恐がない。
又、原水と微生物球状体16′は戻し管18と原
水供給管24に於ても接触しているので原水と微
生物球状体16′との接触時間が多くなり、原水
の浄化能力が第1実施例の場合よりも良くなる。
According to the integrated wastewater purification device 13 according to the second embodiment, in addition to the effects of the integrated wastewater purification device 1 according to the second embodiment, the microbial spherules 16' circulate, so that the biological treatment water pipe 16 is not clogged. There's no fear of it happening.
In addition, since the raw water and the microbial spherules 16' are also in contact with each other in the return pipe 18 and the raw water supply pipe 24, the contact time between the raw water and the microbial spherules 16' is increased, and the purification ability of the raw water is improved by the first implementation. It will be better than the example case.

又、本実施例に於ては、筒状槽14は筒が鉛直
になるように配置されているが、筒を傾斜させて
配置することもできる。
Further, in this embodiment, the cylindrical tank 14 is arranged so that the cylinder is vertical, but it can also be arranged with the cylinder inclined.

さらに、本実施例に於ては、生物処理水管16
は筒状槽14の周りに一重の螺旋状に巻き付けら
れているが、第1実施例に於ける第4図に示すよ
うに、生物処理水管を筒状槽14の周りに二重の
螺旋状に巻き付けつけることもできる。
Furthermore, in this embodiment, the biological treatment water pipe 16
The biological treatment water pipe is wound around the cylindrical tank 14 in a single spiral shape, but as shown in FIG. It can also be wrapped around.

本考案の第3実施例に係る一体式廃水浄化装置
25は第8図に示される。
An integrated wastewater purification device 25 according to a third embodiment of the present invention is shown in FIG.

第3実施例は、第2実施例に係る一体式廃水浄
化装置13の1実施態様である。第2実施例に於
ては原水は筒状槽14の上部から下部にかけて生
物処理水管16を下降しながら生物処理されてい
るが、本実施例に於ては原水は微生物球状体1
6′と共に曝気装置17によるエアーリフト力に
より筒状槽14の下部から上部にかけて生物処理
水管16″を上昇しながら生物処理される。
The third embodiment is an embodiment of the integrated wastewater purification device 13 according to the second embodiment. In the second embodiment, the raw water is biologically treated while descending through the biological treatment water pipe 16 from the upper part to the lower part of the cylindrical tank 14, but in this embodiment, the raw water is treated with the microorganism spheroid 1.
6' as well as the air lifting force of the aeration device 17, biological treatment is carried out while moving up the biological treatment water pipe 16'' from the lower part to the upper part of the cylindrical tank 14.

第3実施例に係る一体式廃水浄化装置25によ
れば、第2実施例の処理水戻し管18及び原水供
給管24が不要となるので、装置の構造が簡単に
なる。
According to the integrated wastewater purification device 25 according to the third embodiment, the treated water return pipe 18 and the raw water supply pipe 24 of the second embodiment are unnecessary, so that the structure of the device is simplified.

〔考案の効果〕[Effect of idea]

以上述べたように、本考案によれば、有機物系
の廃水を浄化してから後処理し、所定の水質基準
を得るのにコンパクトな単一の装置で処理できる
という効果を奏する。
As described above, the present invention has the effect that organic wastewater can be purified and then post-treated to obtain a predetermined water quality standard using a single, compact device.

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

第1図は本考案の第1実施例に係る一体式廃水
処理装置の構成図、第2図は生物処理水管の断面
説明図、第3図は同一体式廃水処理装置の生物処
理水管の第1の変形例の構成図、第4図は同一体
式廃水処理装置の生物処理水管の第2の変形例の
構成図、第5図は生物処理水管の変形例を示す断
面説明図、第6図は本考案の第2実施例に係る一
体式廃水処理装置の構成図、第7図は同一体式廃
水処理装置に於ける分離装置の断面図、第8図は
本考案の第3実施例に係る一体式廃水処理装置の
構成図、第9図は従来に於ける廃水を処理する一
連の装置の説明図である。 1……本考案の第1実施例に係る一体式廃水処
理装置、2……筒状槽、3……原水槽、4……生
物処理水管、4E……処理用微生物又は酵素、5
……曝気装置、6……処理水戻し管、7……ろ過
槽、8……処理水槽。
Fig. 1 is a block diagram of an integrated wastewater treatment device according to the first embodiment of the present invention, Fig. 2 is a cross-sectional explanatory diagram of a biological treatment water pipe, and Fig. 3 is a first example of a biological treatment water pipe of the integrated wastewater treatment equipment. FIG. 4 is a configuration diagram of a second modification of the biological treatment water pipe of the same type wastewater treatment equipment, FIG. 5 is a cross-sectional explanatory diagram showing a modification of the biological treatment water pipe, and FIG. A configuration diagram of an integrated wastewater treatment device according to a second embodiment of the present invention, FIG. 7 is a sectional view of a separation device in the integrated wastewater treatment device, and FIG. 8 is an integrated structure diagram according to a third embodiment of the present invention. FIG. 9 is an explanatory diagram of a series of conventional wastewater treatment devices. 1... Integrated wastewater treatment device according to the first embodiment of the present invention, 2... Cylindrical tank, 3... Raw water tank, 4... Biological treatment water pipe, 4E... Treatment microorganism or enzyme, 5
... Aeration device, 6 ... Treated water return pipe, 7 ... Filter tank, 8 ... Treated water tank.

Claims (1)

【実用新案登録請求の範囲】 (1) 筒が鉛直又は斜めになるように配された筒状
槽と、筒状槽内の上部に配されて原水を受ける
原水槽と、筒状槽の周りに螺旋状に巻いて成り
原水槽からの原水の生物的処理を行なう生物処
理水管と、生物処理水管から生物処理された処
理水を筒状槽の内部に戻す処理水戻し管と、筒
状槽内の原水槽の下方に設けられ処理水戻し管
から運ばれた処理水をろ過するろ過槽と、筒状
槽内のろ過槽の下方に設けられろ過された処理
水を貯留する処理水槽とから構成されているこ
とを特徴とする一体式廃水処理装置。 (2) 生物処理水管の内部壁面は処理用微生物又は
酵素が固定・付着して成ることを特徴とする実
用新案登録請求の範囲第1項記載の一体式廃水
処理装置。 (3) 生物処理水管の内部は処理用微生物又は酵素
が固定状態で収納されて成ることを特徴とする
実用新案登録請求の範囲第1項記載の一体式廃
水処理装置。 (4) 生物処理水管内部は、生物処理水管の流路入
口から流路出口に移動し再び流路入口に循環す
る微生物又は酵素球状体が存在して成ることを
特徴とする実用新案登録請求の範囲第1項記載
の一体式廃水処理装置。 (5) 処理水戻し管の途中には処理水と微生物又は
酵素球状体を分離する分離装置が配設されてい
ることを特徴とする実用新案登録請求の範囲第
4項記載の一体式廃水処理装置。 (6) 生物処理水管は筒状槽の中央部から下部にか
け筒状槽の周りに螺旋状に巻き付けて配されて
いることを特徴とする実用新案登録請求の範囲
第1項記載の一体式廃水処理装置。 (7) 生物処理水管は筒状槽の上部から下部にかけ
筒状槽の周りに螺旋状に巻き付けて配されてい
ることを特徴とする実用新案登録請求の範囲第
1項記載の一体式廃水処理装置。 (8) 生物処理水管は筒状槽の周りに二重の螺旋状
に巻き付けて配されていることを特徴とする実
用新案登録請求の範囲第1項記載の一体式廃水
処理装置。
[Scope of Claim for Utility Model Registration] (1) A cylindrical tank whose tubes are arranged vertically or diagonally, a raw water tank placed at the top of the cylindrical tank to receive raw water, and the surroundings of the cylindrical tank. A biological treatment water pipe that is wound in a spiral shape and performs biological treatment of raw water from the raw water tank, a treated water return pipe that returns biologically treated treated water from the biological treatment water pipe to the inside of the cylindrical tank, and a cylindrical tank. A filtration tank is installed below the raw water tank inside the tank and filters the treated water carried from the treated water return pipe, and a treated water tank is installed under the filtration tank inside the cylindrical tank and stores the filtered treated water. An integrated wastewater treatment device characterized by comprising: (2) The integrated wastewater treatment device according to claim 1, wherein a treatment microorganism or enzyme is fixed and attached to the inner wall surface of the biological treatment water pipe. (3) The integrated wastewater treatment device according to claim 1, wherein the inside of the biological treatment water pipe contains treatment microorganisms or enzymes in a fixed state. (4) A claim for utility model registration characterized in that the inside of a biologically treated water pipe contains microorganisms or enzyme spherules that move from the inlet to the outlet of the biologically treated water pipe and circulate back to the inlet of the channel. An integrated wastewater treatment device according to scope 1. (5) The integrated wastewater treatment according to claim 4 of the utility model registration claim, characterized in that a separation device for separating treated water from microorganisms or enzyme spherules is installed in the middle of the treated water return pipe. Device. (6) The integrated wastewater system according to claim 1, wherein the biological treatment water pipe is wound spirally around the cylindrical tank from the center to the bottom of the cylindrical tank. Processing equipment. (7) The integrated wastewater treatment according to claim 1 of the utility model registration claim, characterized in that the biological treatment water pipes are wound spirally around the cylindrical tank from the upper part to the lower part of the cylindrical tank. Device. (8) The integrated wastewater treatment device according to claim 1, wherein the biological treatment water pipe is arranged in a double spiral around the cylindrical tank.
JP1985193248U 1985-12-16 1985-12-16 Expired JPH0340399Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985193248U JPH0340399Y2 (en) 1985-12-16 1985-12-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985193248U JPH0340399Y2 (en) 1985-12-16 1985-12-16

Publications (2)

Publication Number Publication Date
JPS62103498U JPS62103498U (en) 1987-07-01
JPH0340399Y2 true JPH0340399Y2 (en) 1991-08-26

Family

ID=31149095

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985193248U Expired JPH0340399Y2 (en) 1985-12-16 1985-12-16

Country Status (1)

Country Link
JP (1) JPH0340399Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011050902A (en) * 2009-09-03 2011-03-17 Toshiba Corp Water treatment system for sewage

Also Published As

Publication number Publication date
JPS62103498U (en) 1987-07-01

Similar Documents

Publication Publication Date Title
JP2981960B2 (en) Solid logistics separation method
JPH0340399Y2 (en)
EP0428747B1 (en) Method and apparatus of filtering medium circulation type for purifying contaminated water
JP3374766B2 (en) Anaerobic treatment equipment for organic wastewater
CN210261288U (en) Micro-heavy bed biochemical treatment device
KR101543548B1 (en) Filtering apparatus and the use of total phosphorus filtering method
CN210261287U (en) Mixed bed biochemical treatment device
JP2544712B2 (en) Wastewater treatment facility
EP0218317B1 (en) Filter for intra-channel clarifier
CN1022383C (en) Pool for purifying water
CN210764567U (en) Biochemical treatment device for micro light bed
JPH07214047A (en) Water purifying device
JPS5826072Y2 (en) Treatment tank of biological contact purification water treatment equipment
CN110156159B (en) Mixed bed biochemical treatment device and sewage treatment method
CN110156162A (en) The micro- light bed biochemical treatment apparatus of one kind and sewage water treatment method
WO2003053866A1 (en) Water clarifying system
KR100323852B1 (en) Clearing system of a foul solution and irresoluble solution
RU2080157C1 (en) Apparatus for deferrization of groundwater
JP2958316B1 (en) Water purification equipment
JPH0154117B2 (en)
JPH034991A (en) Compact purifying tank by combined treatment
RU1813737C (en) Sewage water treatment plant
RU1853U1 (en) Dairy Biological Wastewater Treatment Station
SU1379272A1 (en) Installation for separating coagulated water suspensions
CN2047194U (en) Copolymerization gas floating tank for water purification