JP2001239289A - Combined treatment system - Google Patents

Combined treatment system

Info

Publication number
JP2001239289A
JP2001239289A JP2000102870A JP2000102870A JP2001239289A JP 2001239289 A JP2001239289 A JP 2001239289A JP 2000102870 A JP2000102870 A JP 2000102870A JP 2000102870 A JP2000102870 A JP 2000102870A JP 2001239289 A JP2001239289 A JP 2001239289A
Authority
JP
Japan
Prior art keywords
tank
treatment
septic tank
treated water
single treatment
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.)
Granted
Application number
JP2000102870A
Other languages
Japanese (ja)
Other versions
JP4381557B2 (en
Inventor
Masaki Date
正記 伊達
Atsushi Hibino
淳 日比野
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.)
Resonac Corp
Original Assignee
Hitachi Chemical Co Ltd
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 Hitachi Chemical Co Ltd filed Critical Hitachi Chemical Co Ltd
Priority to JP2000102870A priority Critical patent/JP4381557B2/en
Publication of JP2001239289A publication Critical patent/JP2001239289A/en
Application granted granted Critical
Publication of JP4381557B2 publication Critical patent/JP4381557B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Biological Wastes In General (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PROBLEM TO BE SOLVED: To realize a combined sewage treatment tank by effectively utilizing an existing single sewage treatment tank. SOLUTION: The combined sewage treatment tank is constituted by connecting a combined treatment system 20 having a biological filter chamber 22 to the single sewage treatment tank having an anaerobic treatment chamber 3, an aerobic treatment chamber 4, a settling chamber 5 and a disinfection chamber 6.

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、合併処理化装置に
関する。
The present invention relates to a merge processing apparatus.

【0002】[0002]

【従来の技術】屎尿の浄化処理は、単独処理浄化槽を用
いて行っている。
2. Description of the Related Art Purification of human waste is carried out using a single treatment septic tank.

【0003】図4は、従来の分離接触曝気方式の単独処
理浄化槽を示す縦断側面図である。この単独処理浄化槽
1は、屎尿を流入口2から沈殿分離室3へ流入させて固
液分離および嫌気処理を行い、接触曝気室4へ移流す
る。接触曝気室4は、移流した処理水を散気管7から散
気した空気の泡によって撹拌して接触材8に接触させ、
栄養基質を酸化させて徐々に除去する。接触材8は、撹
拌を継続すると生物膜が厚く堆積して閉塞するので、定
期的に逆洗管9から空気泡を吐出することにより接触材
8から生物膜を剥離させる。接触曝気室4を通過した処
理水は、沈殿室5にて固形分の沈殿分離を行い、上澄み
液を消毒槽6へ移流させて滅菌処理して流出口10から
放流する。なお、11は消毒剤容器である。
FIG. 4 is a vertical sectional side view showing a conventional single contact septic tank of the separation contact aeration type. In the single treatment septic tank 1, human waste flows into the sedimentation separation chamber 3 from the inflow port 2, performs solid-liquid separation and anaerobic treatment, and is transferred to the contact aeration chamber 4. The contact aeration chamber 4 agitates the treated water that has been transferred by the air bubbles diffused from the diffuser tube 7 and contacts the contact material 8,
The nutrient substrate is oxidized and gradually removed. When the stirring is continued, the contact material 8 is thickened and closed by the biofilm, so that the biofilm is peeled from the contact material 8 by periodically discharging air bubbles from the backwash tube 9. The treated water that has passed through the contact aeration chamber 4 is subjected to sedimentation and separation of solids in the sedimentation chamber 5, the supernatant is transferred to the disinfection tank 6, sterilized, and discharged from the outlet 10. Reference numeral 11 denotes a disinfectant container.

【0004】[0004]

【発明が解決しようとする課題】この単独処理浄化槽
は、処理すべき汚水の種類が屎尿に限定され、台所排
水,洗濯排水,洗面排水および浴槽排水などの生活排水
を処理することができないという問題がある。
The problem with the single treatment septic tank is that the type of sewage to be treated is limited to human waste, and it is not possible to treat domestic wastewater such as kitchen drainage, laundry drainage, wash sink drainage and bathtub drainage. There is.

【0005】この問題は、既設の単独処理浄化槽を撤去
して新たな合併処理浄化槽を設置することにより解決す
ることができるが、施工費用が高額となるばかりでな
く、多くの単独処理浄化槽がFRP製であることから、
不要になった単独処理浄化槽の処分に関しても新たな問
題が発生する。
[0005] This problem can be solved by removing the existing single treatment septic tank and installing a new combined treatment septic tank. However, not only is the construction cost high, but also many single treatment septic tanks require FRP. Because it is made
A new problem also arises with the disposal of the single treatment septic tank that is no longer needed.

【0006】また、単独処理浄化槽を掘り起こすことな
く埋め殺すようにすれば廃棄物処分の問題は生じないも
のの土地の有効活用ができなくなる問題がある。
Further, if a single treatment septic tank is buried without excavating it, there is no problem of waste disposal, but there is a problem that land cannot be effectively used.

【0007】本発明の目的は、既設の単独処理浄化槽を
有効活用して合併処理浄化槽を実現させることができる
合併処理化装置を提案することにある。
[0007] An object of the present invention is to propose a merged treatment apparatus capable of realizing a merged treatment septic tank by effectively utilizing an existing single treatment septic tank.

【0008】[0008]

【課題を解決するための手段】本発明は、単独処理浄化
槽に配管接続することにより処理水を合併処理すること
ができる合併処理浄化槽を構成する合併処理化装置にお
いて、好気処理を行うための生物反応部と、この生物反
応部の下流側で処理水の濾過を行うための濾過部とを備
え、単独処理浄化槽との配管接続は、前記単独処理浄化
槽の消毒室に流入する直前の汚水を前記生物反応部へ移
流させる移流管と、濾過部を洗浄した処理水を単独処理
浄化槽の嫌気処理部または沈殿分離室へ移送する洗浄排
水移送管と、濾過部の下流側の処理水を単独処理浄化槽
の消毒室に返送する返送管により行うようにすることを
特徴とする。
SUMMARY OF THE INVENTION According to the present invention, there is provided a combined treatment and purification apparatus which constitutes a combined treatment and treatment tank capable of combining and treating treated water by pipe connection to a single treatment and treatment tank. A biological reaction section, and a filtration section for filtering the treated water downstream of the biological reaction section, and a pipe connection to the single treatment / purification tank is configured to remove sewage immediately before flowing into the disinfection chamber of the single treatment / purification tank. An advection pipe for transferring to the biological reaction section, a washing drainage transfer pipe for transferring the treated water after washing the filtration section to the anaerobic treatment section or the sedimentation separation chamber of the single treatment septic tank, and a single treatment for the treated water downstream of the filtration section. It is characterized in that it is performed by a return pipe that returns to the disinfection room of the septic tank.

【0009】前記生物反応部の上流側に流量調整槽を備
え、単独処理浄化槽からの処理水をこの流量調整槽を介
して生物反応部へ流入させるようにしたことを特徴とす
る。
[0009] A flow control tank is provided upstream of the biological reaction section, and the treated water from the single treatment / purification tank flows into the biological reaction section via the flow control tank.

【0010】[0010]

【発明の実施の形態】本発明の合併処理化装置を接続し
て合併処理浄化槽を構成する単独処理浄化槽は、少なく
とも、嫌気処理室または沈殿分離室と、消毒室を備えた
ものであることが必要であり、具体的には、従来の技術
で説明したように、流入口および流出口を備え、内部に
上流側から沈殿分離室,接触曝気室,沈殿室,消毒槽を
備えたものが好適である。
BEST MODE FOR CARRYING OUT THE INVENTION A single treatment septic tank constituting a merged treatment septic tank by connecting a merged treatment apparatus of the present invention may include at least an anaerobic treatment chamber or a sedimentation separation chamber and a disinfection chamber. It is necessary, and specifically, as described in the prior art, an inlet and an outlet, and a sedimentation separation chamber, a contact aeration chamber, a sedimentation chamber, and a disinfection tank are preferably provided inside from the upstream side. It is.

【0011】本発明の合併処理化装置は、少なくとも、
好気処理を行うための生物反応部と処理水の濾過を行う
濾過部を備えたものであれば良い。
[0011] The merge processing apparatus of the present invention comprises at least
What is necessary is just to be provided with the biological reaction part for performing aerobic treatment and the filtration part which filters the treated water.

【0012】生物反応部および濾過部についてより具体
的に述べると、一例としては、槽内に担体を充填して担
体層を形成し、その担体槽の下部および内部に散気管を
設け、担体層の内部に設置した散気管より上側の担体層
により主として好気処理を行い、担体層の内部に設置し
た散気管より下側の担体層により主として濾過を行うよ
うに構成する。また、他の例としては、通水板により区
画した上下2段の担体層を形成すると共に各担体層の下
部に散気管を設置し、通水するときに上流側となる担体
層を生物反応部となし、下流側の担体層を濾過部とする
ように構成する。
More specifically, the biological reaction section and the filtration section will be described below. For example, a carrier is filled in a tank to form a carrier layer, and an air diffuser is provided below and inside the carrier tank. The aerobic treatment is mainly performed by the carrier layer above the air diffuser installed inside the filter, and the filtration is mainly performed by the carrier layer below the air diffuser installed inside the carrier layer. Further, as another example, two carrier layers are formed at the upper and lower stages separated by a water flow plate, and an air diffuser is installed below each carrier layer. The downstream carrier layer is configured as a filtration section.

【0013】生物反応部に用いる担体は、微生物を多く
保持可能にすることから、網様円筒状,骨格様球状,へ
ちま状,小円筒状,波板状,チューブ状,繊維絡み状な
どの合成樹脂製の成形体、独立気泡体または連通気泡体
を有する合成樹脂製の成形体、アンスラサイト(無煙
炭),珪砂,セラミックなどの無機体を好適に用いるこ
とかできる。
Since the carrier used in the bioreactor is capable of retaining a large amount of microorganisms, it can be synthesized in the form of a net-like cylinder, a skeleton-like sphere, a helix, a small cylinder, a corrugated sheet, a tube, a fiber entanglement, or the like. A molded body made of resin, a molded body made of synthetic resin having closed cells or open cells, or an inorganic substance such as anthracite (anthracite), silica sand, or ceramic can be suitably used.

【0014】濾過部に使用する担体(濾材)は、生物反
応部と同様に担体を使用したものを好適に使用すること
ができる。使用する担体としては、生物反応部で使用し
たものと同じ形態でも異なる形態でも良い。濾過部の底
部に配置する散気管は、通常状態では空気泡の吐出を行
うことなく、担体が静止状態を保って濾過が行い易い環
境を維持させるが、継続して濾過を行うことによって担
体に厚く堆積した生物膜を剥離するために、定期的に空
気泡を吐出させて該担体の撹拌を行って担体から生物膜
を剥離する。剥離した生物膜は、洗浄排水移送管によっ
て、単独処理浄化槽の嫌気処理室または沈殿分離室へ移
送するようにすることが好ましい。
As the carrier (filter medium) used in the filtration section, a carrier using a carrier can be suitably used as in the biological reaction section. The carrier used may be the same or different from that used in the biological reaction section. The air diffuser arranged at the bottom of the filtration unit does not discharge air bubbles in the normal state, maintains the carrier in a stationary state, and maintains an environment that facilitates filtration. In order to remove the thickly deposited biofilm, air bubbles are periodically discharged to agitate the carrier to separate the biofilm from the carrier. It is preferable that the separated biofilm is transferred to the anaerobic treatment chamber or the sedimentation separation chamber of the single treatment septic tank by the washing and drainage transfer pipe.

【0015】移流管は、単独処理浄化槽から生物反応部
へ処理水を移流させるものであり、単独処理浄化槽から
の処理水は、消毒室に流入する直前の処理水とする。具
体的には、単独処理浄化槽の接触曝気室または沈殿室か
ら処理水を抜き取り、生物反応部へと移流させることが
好ましい。また、生物反応部の上流側に流量調整槽を設
ける場合は、単独処理浄化槽からの処理水を一旦流量調
整槽へ移流させてから生物反応部へ移流するようにす
る。
The advection tube transfers treated water from the septic tank to the biological reaction section. Treated water from the septic tank is treated water immediately before flowing into the disinfection chamber. Specifically, it is preferable to extract treated water from the contact aeration chamber or sedimentation chamber of the single treatment septic tank, and to transfer the treated water to the biological reaction section. When a flow control tank is provided on the upstream side of the biological reaction section, the treated water from the single treatment / purification tank is once transferred to the flow control tank and then to the biological reaction section.

【0016】排水洗浄移送管は、合併処理化装置の濾過
部を洗浄した処理水を単独処理浄化槽の嫌気処理部また
は沈殿分離室へ移送するものであり、主として、濾過部
の担体から剥離した生物膜を多く含む処理水を移送す
る。
The drainage washing transfer pipe transfers the treated water, which has washed the filtration section of the combined treatment apparatus, to the anaerobic treatment section or the sedimentation separation chamber of the single treatment septic tank. Transfer treated water rich in membranes.

【0017】返送管は、濾過部の下流側の汚水を単独処
理浄化槽の消毒室に返送するものであり、返送された処
理水は、滅菌処理を行って系外へ放流される。
The return pipe is for returning sewage downstream of the filtration section to the disinfection chamber of the single treatment septic tank, and the returned treated water is subjected to a sterilization treatment and discharged to the outside of the system.

【0018】合併処理化装置は、生物反応部の上流に流
量調整槽を備え、合併処理化装置に流入する処理水を一
旦流量調整槽に溜め、そこから生物反応部へ流入させて
も良く、これにより、安定した浄化処理を行うことがで
きる。
The combined treatment device may include a flow control tank upstream of the biological reaction unit, and may temporarily store the treated water flowing into the combined treatment device in the flow control tank and then flow the treated water into the biological reaction unit from there. Thereby, stable purification processing can be performed.

【0019】第1の実施の形態 図1は、合併処理化装置を単独処理浄化槽に配管接続し
て構成した合併処理浄化槽であり、(a)は平面図、
(b)は縦断側面図である。
First Embodiment FIG. 1 shows a combined treatment / purification tank in which a combined treatment / conversion device is connected to a single treatment / purification tank by piping, and (a) is a plan view.
(B) is a longitudinal side view.

【0020】単独処理浄化槽1は、既設の単独処理浄化
槽であり、上流側から、第1流入口2,嫌気処理室(沈
殿分離室)3,接触曝気室4,沈殿室5,消毒槽6,第
1流出口10を備える。
The single treatment septic tank 1 is an existing single treatment septic tank. From the upstream side, a first inlet 2, an anaerobic treatment chamber (sedimentation separation chamber) 3, a contact aeration chamber 4, a sedimentation chamber 5, a disinfection tank 6, A first outlet 10 is provided.

【0021】合併処理化装置20は、第2流入口21か
ら処理水を流入させる生物濾過槽22を備え、この生物
濾過槽22は、槽の上下に担体の通過を妨げ、処理水を
通過させる通水部材23,24,25を設置し、通水部
材23,24間に担体を充填して形成した上側の担体層
によって生物反応部26を構成し、通水部材24,25
間に担体を重点して形成した下側の担体層によって濾過
部27を構成する。生物反応部26の下部に設けた散気
部材28は、好気処理を行うために使用するものであ
り、常に空気泡の吐出を行うようにするが、濾過部27
の下部に設けた散気部材29は、生物膜の剥離を行う洗
浄のために使用するものであり、1日1回の空気泡の吐
出を1〜30分程度行うようにする。
The combined treatment apparatus 20 is provided with a biological filtration tank 22 through which treated water flows in from the second inlet 21. The biological filtration tank 22 prevents the carrier from passing above and below the tank and allows the treated water to pass through. The biological reaction part 26 is constituted by the upper carrier layer formed by installing the water-passing members 23, 24, 25 and filling a carrier between the water-passing members 23, 24.
The filtration section 27 is constituted by the lower carrier layer formed by emphasizing the carrier in between. The air diffusion member 28 provided below the biological reaction unit 26 is used for performing aerobic treatment, and always discharges air bubbles.
The air diffuser member 29 provided below is used for cleaning to remove a biofilm, and discharge air bubbles once a day for about 1 to 30 minutes.

【0022】この濾過部27の下流側には、処理水貯留
部30を設け、この処理水貯留部30には第2流出口3
1を設け、底部に洗浄排水移送管32を開口させる。
Downstream of the filtration unit 27, a treated water storage unit 30 is provided, and the treated water storage unit 30 has a second outlet 3
1 is provided, and the washing drainage transfer pipe 32 is opened at the bottom.

【0023】単独処理浄化槽1と合併処理化装置20の
配管接続は、沈殿室5と第2流入口21を移流管33に
よって接続し、単独処理浄化槽1の沈殿室5の処理水を
合併処理化装置20の生物濾過槽22に移流する。ま
た、第2流出口31と消毒室6を返送管34によって接
続し、処理水貯留部30の上澄み液を消毒室6に移流す
る。そして、洗浄排水引き抜き管32は、移送ポンプ3
5と洗浄排水移送管36を介して嫌気処理室3に接続す
る。
The pipe connection between the single treatment septic tank 1 and the merger treatment apparatus 20 is performed by connecting the sedimentation chamber 5 and the second inflow port 21 by the advection pipe 33, and the treated water in the sedimentation chamber 5 of the single treatment septic tank 1 is merged. It flows to the biological filtration tank 22 of the device 20. Further, the second outlet 31 and the disinfection chamber 6 are connected by the return pipe 34, and the supernatant of the treated water storage section 30 is transferred to the disinfection chamber 6. And the washing drainage extraction pipe 32 is connected to the transfer pump 3
5 and the anaerobic treatment chamber 3 via the cleaning drainage transfer pipe 36.

【0024】ここで、汚水(処理水)の流れについて説
明する。家庭から排出される屎尿,台所排水(ディスポ
ーザ排水を含む),洗面排水,洗濯排水および浴槽排水
等(以下、排水aという)は、単独処理浄化槽1の第1
流入口2から嫌気処理室2へ流入する。嫌気処理室2
は、処理水の固液分離および嫌気処理を行って接触曝気
室4に移流する。接触曝気室4は、処理水の栄養基質を
酸化して除去して沈殿室5に移流する。沈殿室5は、処
理水の固形分を沈殿させて分離し、上澄み液を移流管3
3によって合併処理化装置20の第2流入口21から生
物濾過槽22内に移流する。
Here, the flow of sewage (treated water) will be described. Human waste, kitchen wastewater (including disposer wastewater), washbasin wastewater, washing wastewater, bathtub wastewater, etc. (hereinafter referred to as wastewater a) discharged from homes are the first wastewater treatment tank 1
It flows into the anaerobic treatment chamber 2 from the inflow port 2. Anaerobic treatment room 2
Performs the solid-liquid separation of the treated water and the anaerobic treatment, and flows to the contact aeration chamber 4. The contact aeration chamber 4 oxidizes and removes the nutrient substrate of the treated water, and moves to the precipitation chamber 5. The sedimentation chamber 5 separates the solid content of the treated water by sedimentation and transfers the supernatant to the advection tube 3.
By 3, the water is transferred from the second inlet 21 of the combined processing apparatus 20 into the biological filtration tank 22.

【0025】合併処理化装置20の生物濾過槽22は、
流入した処理水を、先ず、生物反応部26において散気
部材28からの空気泡によって好気処理し、その後、濾
過部27において生物反応部26からの持込み酸素によ
り好気処理を行いながら固形物質の除去を行い、処理水
貯留部30に移流する。
The biological filtration tank 22 of the combined processing apparatus 20
The inflowing treated water is first subjected to aerobic treatment by air bubbles from the diffusing member 28 in the biological reaction section 26, and then solid matter while being subjected to aerobic treatment by oxygen carried in from the biological reaction section 26 in the filtration section 27. Is removed, and the water is transferred to the treated water storage unit 30.

【0026】処理水貯留部30内の処理水の上澄み液
は、返送管34によって消毒室6へ移流し、ここで消毒
滅菌処理した後に第1流出口10から放流する。
The supernatant of the treated water in the treated water storage unit 30 is transferred to the disinfection chamber 6 by the return pipe 34, where it is disinfected and sterilized before being discharged from the first outlet 10.

【0027】合併処理化装置20の濾過部27は、継続
して濾過を行うと、担体に生物膜が厚く堆積して閉塞す
るので、散気部材29から定期的に空気泡を吐出させて
担体を撹拌することにより、担体から生物膜の剥離を行
う。そして、剥離した生物膜は、移送ポンプ35を稼働
させて洗浄排水引き抜き管32によって引き抜いて洗浄
排水移送管36を介して嫌気処理室3に移送する。
If the filtration unit 27 of the combined treatment apparatus 20 continuously performs filtration, the biofilm is thickly deposited on the carrier and becomes blocked, so that air bubbles are periodically discharged from the air diffusing member 29 to remove the carrier. To remove the biofilm from the carrier. Then, the detached biofilm is pulled out by the washing drainage pipe 32 by operating the transfer pump 35 and is transferred to the anaerobic treatment chamber 3 through the washing drainage transfer pipe 36.

【0028】このような合併処理浄化槽によれば、単独
処理浄化槽1を有効に利用して屎尿,台所排水,洗面排
水,洗濯排水等を合併処理することができる。
According to such a combined treatment / purification tank, the single treatment / purification tank 1 can be effectively used to perform a combined treatment of human waste, kitchen drainage, wash sink drainage, washing drainage, and the like.

【0029】第2の実施の形態 図2は、本発明の第2の実施の形態における合併処理浄
化槽の縦断側面および配管を示す図である。この実施の
形態は、図1に示した第1の実施の形態の合併処理浄化
槽における合併処理化装置20に流量調整槽40を一体
的に設け、この流量調整槽40内の処理水をポンプ41
により生物濾過槽22に移流するようにした構成であ
る。その他の構成は、第1の実施の形態と同様であるの
で、同一符号を付して重複する説明を省略する。
Second Embodiment FIG. 2 is a view showing a vertical side surface and a pipe of a combined treatment / purification tank according to a second embodiment of the present invention. In this embodiment, a flow control tank 40 is provided integrally with the merged processing apparatus 20 in the merged treatment septic tank of the first embodiment shown in FIG.
In the biological filtration tank 22. The other configuration is the same as that of the first embodiment, and thus the same reference numerals are given and the duplicate description will be omitted.

【0030】浴槽排水は、数分間に約200〜300リ
ットルという大量の排水量になる。そのために、合併処
理化装置20の生物濾過槽22の容量を十分に大きく確
保することができない場合には、処理が不十分な処理水
を放流してしまうことになりかねない。
Bath tub drainage amounts to a large amount of about 200 to 300 liters in a few minutes. Therefore, if it is not possible to ensure a sufficiently large capacity of the biological filtration tank 22 of the combined treatment apparatus 20, the treated water may be discharged with insufficient treatment.

【0031】そこで、この実施の形態は、汚れの少ない
浴槽排水は排水aとは別に排水するように浴槽排水管4
2で配管し、移流管33の途中で合流させて流量調整槽
40に流入させて貯留し、この流量調整槽40からポン
プ41を使用して適量の処理水を生物濾過槽22へ移流
させるように構成した。
Therefore, in this embodiment, the bath tub drain pipe 4 is configured to drain the bath tub drain with less dirt separately from the drain a.
2 and merged in the middle of the advection pipe 33, flowed into the flow control tank 40 and stored therein, and a suitable amount of treated water was transferred from the flow control tank 40 to the biological filtration tank 22 using the pump 41. Configured.

【0032】このような合併処理浄化槽によれば、単独
処理浄化槽1における屎尿,台所排水,洗面排水,洗濯
排水の処理機能を低下させることなく安定した浄化処理
を行うことができる。
According to such a combined treatment / purification tank, a stable purification treatment can be performed without deteriorating the processing functions of human waste, kitchen wastewater, washing water and washing wastewater in the single treatment / purification tank 1.

【0033】第3の実施の形態 図3は、本発明の第3の実施の形態における合併処理浄
化槽の縦断側面および配管を示す図である。この実施の
形態は、図2に示した第2の実施の形態の合併処理浄化
槽における合併処理化装置に設けた流量調整槽を別体に
形成した構成である。その他の構成は、第2の実視の形
態と同様であるので、同一符号を付して重複する説明を
省略する。
Third Embodiment FIG. 3 is a view showing a vertical side surface and a pipe of a combined treatment / purification tank according to a third embodiment of the present invention. This embodiment has a configuration in which a flow rate adjusting tank provided in a merged processing apparatus in the merged processing purification tank of the second embodiment shown in FIG. 2 is formed separately. The other configuration is the same as that of the second embodiment, so that the same reference numerals are given and the duplicate description will be omitted.

【0034】この実施の形態では、流量調整槽40は、
合併処理化装置20とは別体に形成して地中に埋設する
ように構成し、第3流入口43に移流管33を接続して
処理水を流入させる。そして、この流量調整槽40内に
貯留する処理水をポンプ41により移送管44を介して
合併処理化装置20の第2流入口21に移流するように
配管接続する。
In this embodiment, the flow control tank 40 is
It is formed separately from the merger processing apparatus 20 and is buried underground, and the convection pipe 33 is connected to the third inlet 43 so that the treated water flows in. Then, pipe connection is made so that the treated water stored in the flow rate adjusting tank 40 is transferred by the pump 41 to the second inlet 21 of the combined processing apparatus 20 via the transfer pipe 44.

【0035】このような合併処理浄化槽によれば、合併
処理化装置20は地上に設置することが可能となって施
工費用を低減することができる。
According to such a septic tank, the merging apparatus 20 can be installed on the ground, and the construction cost can be reduced.

【0036】その他の実施の形態 このような合併処理浄化槽は、浄化槽を新設するときに
は、新しい単独処理浄化槽を単独で新設し、またはこの
新しい既存の単独処理浄化槽と合併処理化装置を組み合
わせて使用することにより合併処理浄化槽を構成して新
設することができるので、単独処理浄化槽と合併処理浄
化槽の生産効率を高めることができる。
Other Embodiments In such a merged treatment septic tank, when a septic tank is newly installed, a new single treatment septic tank is separately provided, or a new existing single treatment septic tank is used in combination with a combined treatment apparatus. As a result, the combined treatment septic tank can be constructed and newly installed, so that the production efficiency of the single treatment septic tank and the combined treatment septic tank can be increased.

【0037】[0037]

【発明の効果】本発明は、既設の単独処理浄化槽を利用
して合併処理浄化槽を構成することができるので、既設
の単独処理浄化槽を処分して新たな合併処理浄化槽を設
置するよりも安価に実現することができ、単独処理浄化
槽を廃棄する必要もなくなる。
According to the present invention, a merged treatment septic tank can be constructed by using an existing single treatment septic tank, so that it is less expensive than disposing of an existing single treatment septic tank and installing a new merged treatment septic tank. This can be realized, and there is no need to dispose of the single treatment septic tank.

【0038】また、単独処理浄化槽の消毒室を利用する
ことにより、合併処理化装置の構成を簡単にすることが
できる。
Further, by using the disinfecting chamber of the single treatment septic tank, the configuration of the combined treatment apparatus can be simplified.

【0039】また、浴槽排水配管を別配管にすることに
より、他の生活排水に比較して量が多いために浄化処理
を不安定にしていた浴槽排水を直接または合併処理化装
置による処理のみまたは消毒滅菌のみを行って系外に放
流することができ、浄化処理を安定に行うことができ
る。
Further, by providing a separate bathtub drainage pipe, the bathtub drainage which has become unstable because of its large volume compared to other domestic wastewater can be treated directly or only by a combined treatment apparatus. Only the disinfection and sterilization can be performed and the water can be discharged out of the system, and the purification treatment can be stably performed.

【0040】更に、浴槽排水が既設の単独処理浄化槽を
通過せずに合併処理化装置に直接流入あるいは直接放出
あるいは消毒滅菌のみを行って系外に放出するように構
成すれば、既設の単独処理浄化槽の容量を大きくしなく
ても汚泥の流出を防止することができると共に生物濾過
処理を効率的に行うことができるので、生物濾過槽の容
量をコンパクトにすることができ、システム全体を小型
化することが可能となる。
Furthermore, if the bath tub drainage is configured to flow directly into the combined treatment apparatus without being passed through the existing single treatment septic tank, or to be discharged directly, or only to be disinfected and sterilized and discharged outside the system, the existing single treatment can be performed. The sludge can be prevented from flowing out without increasing the capacity of the septic tank, and the biofiltration process can be performed efficiently. Therefore, the capacity of the biofiltration tank can be reduced, and the entire system can be downsized. It is possible to do.

【0041】更に、合併処理化装置に流量調整槽を設け
た場合には、安定した浄化処理を行うことができ、特に
合併処理化装置と流量調整槽を別体にして配管接続する
ようにすれば、合併処理化装置を地上設置することによ
り施工費用を低減することができる。
Further, when the flow control tank is provided in the merged processing apparatus, a stable purification treatment can be performed. In particular, it is preferable that the merged processing apparatus and the flow control tank are separately connected to each other by piping. For example, installation costs can be reduced by installing the merged processing apparatus on the ground.

【0042】また、本発明は、新しい単独処理浄化槽と
合併処理化装置を使用して合併処理浄化槽を新設するこ
ともできるので、単独処理浄化槽と合併処理浄化槽の生
産効率を高めることができる。
Further, according to the present invention, a combined treatment / purification tank can be newly provided by using a new single treatment / purification tank and a combined treatment / purification apparatus, so that the production efficiency of the single treatment / purification tank and the combined treatment / purification tank can be increased.

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

【図1】本発明の第1の実施の形態を示す合併処理化装
置を単独処理浄化槽に配管接続して構成した合併処理浄
化槽であり、(a)は平面図、(b)は縦断側面図であ
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a merged treatment septic tank in which a merged treatment apparatus according to a first embodiment of the present invention is connected to a single treatment septic tank by piping, (a) is a plan view, and (b) is a vertical side view. It is.

【図2】本発明の第2の実施の形態における合併処理浄
化槽の縦断側面および配管を示す図である。
FIG. 2 is a view showing a longitudinal side surface and piping of a combined treatment septic tank according to a second embodiment of the present invention.

【図3】本発明の第3の実施の形態における合併処理浄
化槽の縦断側面および配管を示す図である。
FIG. 3 is a view showing a longitudinal side surface and piping of a combined treatment septic tank according to a third embodiment of the present invention.

【図4】従来の分離接触曝気方式の単独処理浄化槽を示
す縦断側面図である。
FIG. 4 is a vertical sectional side view showing a conventional single-contact treatment / separation tank of the separation contact aeration system.

【符号の説明】[Explanation of symbols]

1…単独処理浄化槽、3…嫌気処理室、4…接触曝気
室、5…沈殿室、6…消毒槽、20…合併処理化装置、
22…生物濾過槽、26…生物反応部、27…濾過部。
DESCRIPTION OF SYMBOLS 1 ... Separate treatment septic tank, 3 ... Anaerobic treatment chamber, 4 ... Contact aeration chamber, 5 ... Sedimentation chamber, 6 ... Disinfection tank, 20 ... Combined treatment apparatus,
22: biological filtration tank, 26: biological reaction section, 27: filtration section.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】単独処理浄化槽に配管接続することにより
汚水を合併処理することができる合併処理浄化槽を構成
する合併処理化装置において、 好気処理を行うための生物反応部と、この生物反応部の
下流側で処理水の濾過を行うための濾過部とを備え、単
独処理浄化槽との配管接続は、前記単独処理浄化槽の消
毒室に流入する直前の処理水を前記生物反応部へ移流さ
せる移流管と、濾過部を洗浄した処理水を単独処理浄化
槽の嫌気処理部または沈殿分離室へ移送する洗浄排水移
送管と、濾過部の下流側の汚水を単独処理浄化槽の消毒
室に返送する返送管により行うようにすることを特徴と
する合併処理化装置。
1. A merger treatment apparatus comprising a merger treatment septic tank capable of jointly treating sewage by connecting a pipe to a single treatment septic tank, a biological reaction section for performing aerobic treatment, and the biological reaction section. A filtration unit for filtering treated water on the downstream side of the tank, and a pipe connection to the single treatment septic tank is provided for advection of the treated water immediately before flowing into the disinfection chamber of the single treatment septic tank to the biological reaction unit. A pipe, a washing and drainage transfer pipe for transferring the treated water after washing the filtration section to the anaerobic treatment section or the sedimentation separation chamber of the single treatment septic tank, and a return pipe for returning the sewage downstream of the filtration section to the disinfection chamber of the single treatment septic tank. A merging processing apparatus characterized in that the processing is performed by:
【請求項2】請求項1において、前記生物反応部の上流
側に流量調整槽を備え、単独処理浄化槽からの処理水を
この流量調整槽を介して生物反応部へ流入させるように
したことを特徴とする合併処理化装置。
2. The method according to claim 1, further comprising a flow control tank upstream of the biological reaction section, wherein treated water from the single treatment / purification tank flows into the biological reaction section via the flow control tank. Characterized merger processing equipment.
JP2000102870A 2000-02-29 2000-02-29 Merger processing equipment Expired - Fee Related JP4381557B2 (en)

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Application Number Priority Date Filing Date Title
JP2000102870A JP4381557B2 (en) 2000-02-29 2000-02-29 Merger processing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publication Number Publication Date
JP2001239289A true JP2001239289A (en) 2001-09-04
JP4381557B2 JP4381557B2 (en) 2009-12-09

Family

ID=18616666

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP4381557B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100340502C (en) * 2004-12-27 2007-10-03 中国科学院成都生物研究所 Processing plant for regenerating and using sewage
CN102020401A (en) * 2010-12-23 2011-04-20 成都大学 An anti-impact load livestock farm sewage treatment device and treatment method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5000594B2 (en) * 2008-07-07 2012-08-15 株式会社ハウステック Merger processing septic tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100340502C (en) * 2004-12-27 2007-10-03 中国科学院成都生物研究所 Processing plant for regenerating and using sewage
CN102020401A (en) * 2010-12-23 2011-04-20 成都大学 An anti-impact load livestock farm sewage treatment device and treatment method thereof

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