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JPH0575477B2 - - Google Patents
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JPH0575477B2 - - Google Patents

Info

Publication number
JPH0575477B2
JPH0575477B2 JP61068067A JP6806786A JPH0575477B2 JP H0575477 B2 JPH0575477 B2 JP H0575477B2 JP 61068067 A JP61068067 A JP 61068067A JP 6806786 A JP6806786 A JP 6806786A JP H0575477 B2 JPH0575477 B2 JP H0575477B2
Authority
JP
Japan
Prior art keywords
pump tank
sewage treatment
pump
chamber
treatment device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP61068067A
Other languages
Japanese (ja)
Other versions
JPS62225293A (en
Inventor
Yoshiji Okada
Isao Koshimizu
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 JP61068067A priority Critical patent/JPS62225293A/en
Publication of JPS62225293A publication Critical patent/JPS62225293A/en
Publication of JPH0575477B2 publication Critical patent/JPH0575477B2/ja
Granted 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)
  • Treatment Of Biological Wastes In General (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ポンプ槽付汚水処理装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a sewage treatment device with a pump tank.

〔従来の技術〕[Conventional technology]

汚水処理装置により処理した処理水を、河川、
道路側溝等の放流先に排水する場合、汚水処理装
置と、放流先との水位落差が充分ある場合は問題
ないが、水位落差がない場合又は逆勾配となる場
合はポンプ槽を別に設ける必要がある。この場
合、第3図に示すようにポンプ槽がF.R.P製のも
の、あるいは第4図に示すようにコンクリートに
よる現場施工によるもの等であつたが、いずれの
場合にも汚水処理装置とは別設置のものであつ
た。
Treated water from sewage treatment equipment is transferred to rivers,
When discharging wastewater to a discharge destination such as a roadside ditch, there is no problem if there is a sufficient water level difference between the sewage treatment equipment and the discharge destination, but if there is no water level difference or the water is on a reverse slope, a separate pump tank must be installed. be. In this case, the pump tank was made of FRP, as shown in Figure 3, or constructed of concrete on-site, as shown in Figure 4, but in either case, it was installed separately from the sewage treatment equipment. It was from.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

前述した別設置形のポンプ槽は、汚水処理槽と
は別に埋設して汚水処理装置と配管で接続するも
ので、ポンプ槽の据付工事に多大な費用と手間が
かかるとともに、汚水処理装置と別体の底部、四
周側壁を有するポンプ槽を形成するので材料を多
量に消費し高価になる欠点があつた。
The separately installed pump tank described above is buried separately from the sewage treatment tank and connected to the sewage treatment equipment through piping, which requires a great deal of cost and effort to install the pump tank, and it is also installed separately from the sewage treatment equipment. Since the pump tank is formed at the bottom of the body and has four circumferential side walls, a large amount of material is consumed and the pump is expensive.

本発明は、上記欠点に鑑みてなされたものであ
り、施工が容易で且つ安価なポンプ槽付汚水処理
装置を提供することを目的としたものである。
The present invention has been made in view of the above drawbacks, and an object of the present invention is to provide a sewage treatment device with a pump tank that is easy to construct and inexpensive.

〔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の本発明の構成を実施
例に対応する第1図、第2図を用いて説明する
と、本発明は、導入口2を有する沈澱分離室3、
材を充填したばつ気室4、該ばつ気室4の下方
に連通する沈澱室5及び流出口7を有する消毒室
6よりなりF.R.P等の合成樹脂によつて形成され
た汚水処理装置1において、汚水処理装置1の処
理水流出7側の躯体壁8外側に、該外側と対向す
る前面を開口面に形成し開口面周囲にフランヂ部
を設けF.R.P等の合成樹脂によつて形成させたポ
ンプ槽9を接続固定し、流出口7とポンプ槽9と
を連通させるとともに処理水流出口7より高位の
ポンプ槽9側壁に排水口13を設け、ポンプ槽9
内部に処理水を系外に排除するためのポンプ11
を設けた技術手段を講じている。
The structure of the present invention for achieving the above object will be explained using FIG. 1 and FIG. 2 corresponding to the embodiment.
In the sewage treatment device 1, which is made of synthetic resin such as FRP and is composed of an aeration chamber 4 filled with material, a sedimentation chamber 5 communicating with the lower part of the aeration chamber 4, and a disinfection chamber 6 having an outlet 7, A pump tank is formed on the outer side of the frame wall 8 on the side of the treated water outflow 7 of the sewage treatment equipment 1, the front surface facing the outside is formed as an open surface, a flange is provided around the opening surface, and the pump tank is made of synthetic resin such as FRP. 9 is connected and fixed, the outflow port 7 and the pump tank 9 are communicated with each other, and a drain port 13 is provided on the side wall of the pump tank 9 at a higher level than the treated water outflow port 7.
Pump 11 for internally discharging treated water to the outside of the system
We have taken technical measures to ensure that

〔実施例〕〔Example〕

本発明の一実施例を第1図、第2図により説明
する。
An embodiment of the present invention will be described with reference to FIGS. 1 and 2.

1は、し尿あるいはし尿と雑排水とを合併して
処理する沈澱分離室3、接触ばつ気室4、沈澱室
5等を設けてF.R.P等の合成樹脂によつて形成さ
せた汚水処理装置の一例であり、導入管2からの
汚水は沈澱分離室3、接触ばつ気室4、沈澱室
5、消毒室6の順で処理される。
1 is an example of a sewage treatment device made of synthetic resin such as FRP and equipped with a sedimentation separation chamber 3, a contact aeration chamber 4, a sedimentation chamber 5, etc. for treating human waste or human waste and gray water together. The wastewater from the introduction pipe 2 is processed in the following order: a sedimentation separation chamber 3, a contact aeration chamber 4, a sedimentation chamber 5, and a disinfection chamber 6.

9は、第1図に示すように、汚水処理装置1の
流出口7側を全面開口し底部、三側壁からなるF.
R.P等の合成樹脂によつて形成されたポンプ槽で
あり、開口面の周囲にはフランヂ部が形成されて
いる。三側壁のうちの一側壁の上部には汚水処理
装置1の流出口7より高位な排水口13が設けら
れ、該槽9内部にはレベルスイツチ10に連動す
るポンプ11が設けられている。ポンプ槽9は、
その開口面を汚水処理装置1の流出口7側の躯体
壁8上部に当接し接着又は、弾性パツキンを介し
てボルト締めされて取付けられる。処理された汚
水は、流出口よりポンプ槽9内に貯留され、高水
位(H.W.L)になるとレベルスイツチ10がON
し、レベルスイツチ10と連動したポンプ11が
作動し処理水は系外に排除される。低水位(L.
W.L)になるとレベルスイツチ10がOFFしポ
ンプ11が停止する。
As shown in FIG. 1, 9 is an F.
This is a pump tank made of synthetic resin such as RP, and a flange is formed around the opening surface. A drain 13 higher than the outlet 7 of the sewage treatment device 1 is provided at the upper part of one of the three side walls, and a pump 11 linked to a level switch 10 is provided inside the tank 9. The pump tank 9 is
The opening surface thereof is brought into contact with the upper part of the frame wall 8 on the side of the outflow port 7 of the sewage treatment apparatus 1, and the sewage treatment apparatus 1 is attached by adhesion or bolting via an elastic packing. The treated wastewater is stored in the pump tank 9 from the outlet, and when the water level reaches high water level (HWL), the level switch 10 is turned on.
Then, the pump 11 in conjunction with the level switch 10 is activated and the treated water is removed from the system. Low water level (L.
WL), the level switch 10 turns OFF and the pump 11 stops.

尚、処理水の放流先が近い場合は配管の圧力損
失を少くし、ポンプ11を小形化するため第2図
に示すようにポンプ槽9内の上部に排出室12を
設け自然流下により処理水を系外排除する方法が
とれる。
If the treated water is to be discharged close to its destination, a discharge chamber 12 is provided in the upper part of the pump tank 9 as shown in Fig. 2 in order to reduce the pressure loss in the piping and to downsize the pump 11. A method can be taken to exclude it from the system.

〔発明の効果〕〔Effect of the invention〕

本発明は、汚水処理装置の処理水流出口側の躯
体壁外側に、該外側と対向する前面を開口面に形
成し開口面周囲にフランヂ部を設けF.R.P等の合
成樹脂によつて形成させたポンプ槽を接続固定さ
せた構成としたので、従来のポンプ槽の一側面分
の材料が節約でき、汚水処理装置とポンプ槽とを
接続する接続管が不要になるとともに、ポンプ槽
自体の据付工事が不要となり、安価でしかも容易
に施工できるポンプ槽付汚水処理装置を提供でき
る。
The present invention provides a pump that is formed of a synthetic resin such as FRP, with a front surface facing the outside formed as an open surface on the outside of a body wall on the treated water outlet side of a sewage treatment equipment, and a flange portion formed around the opening. Since the tank is connected and fixed, the material used on one side of the conventional pump tank can be saved, the connecting pipe connecting the sewage treatment equipment and the pump tank is no longer required, and the installation work of the pump tank itself is reduced. It is possible to provide a sewage treatment device with a pump tank that is unnecessary, inexpensive, and easy to install.

また、汚水処理装置及びポンプ槽をFRP等の
合成樹脂により形成させたので、汚水処理装置の
みを予め量産しておき、需要があつた時に同系の
接着で短時間で容易に接着できるので、在庫管理
が容易になるとともに現地施工中において放流先
との間に落差がなかつたり、逆勾配であつた場合
においても、ポンプ槽を取寄せ短時間で容易に接
着し完成することができる。
In addition, since the sewage treatment equipment and pump tank are made of synthetic resin such as FRP, only the sewage treatment equipment can be mass-produced in advance, and when demand arises, it can be easily glued in a short time with the same type of adhesive. Management becomes easier, and even if there is no head difference between the pump and the discharge destination during on-site construction, or there is a reverse slope, the pump tank can be easily assembled and completed in a short period of time.

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

第1図、第2図は本考案の実施例を示す略断面
図、第3図、第4図は従来の実施例を示す略断面
図、第3図、第4図は従来の実施例を示す略断面
図である。 符号の説明、1……汚水処理装置、2……導入
管、3……沈澱分離室、4……接触ばつ気室、5
……沈澱室、6……消毒室、7……流出口、8…
…躯体壁、9……ポンプ槽、10……レベルスイ
ツチ、11……ポンプ、12……排水室、13…
…排水口。
Figures 1 and 2 are schematic sectional views showing an embodiment of the present invention, Figures 3 and 4 are schematic sectional views showing a conventional embodiment, and Figures 3 and 4 are schematic sectional views showing a conventional embodiment. FIG. Explanation of symbols, 1...Sewage treatment equipment, 2...Introduction pipe, 3...Sedimentation separation chamber, 4...Contact vapor chamber, 5
...Sedimentation chamber, 6...Disinfection room, 7... Outlet, 8...
...Structure wall, 9...Pump tank, 10...Level switch, 11...Pump, 12...Drain room, 13...
...Drain port.

Claims (1)

【特許請求の範囲】 1 導入口2を有する沈澱分離室3、材を充填
した接触ばつ気室4、該ばつ気室4の下方に連通
する沈澱室5及び流出口7を有する消毒室6等よ
りなりF.R.P等の合成樹脂によつて形成させた汚
水処理装置1において、汚水処理装置1の処理水
流出口7側の躯体壁8外側に、該外側と対向する
前面を開口面に形成し開口面周囲にフランヂ部を
設けF.R.P等の合成樹脂によつて形成させたポン
プ槽9を接続固定し、流出口7とポンプ槽9とを
連通させるとともに処理水流出口7より高位のポ
ンプ槽9側壁に排水口13を設け、ポンプ槽9内
部に処理水を系外に排除するためのポンプ11を
設けたことを特徴とするポンプ槽付汚水処理装
置。 2 ポンプ槽が、内部に排水室が設けられたもの
であることを特徴とする特許請求の範囲第1項記
載のポンプ槽付汚水処理装置。
[Scope of Claims] 1. A sedimentation separation chamber 3 having an inlet 2, a contact aeration chamber 4 filled with material, a sedimentation chamber 5 communicating with the lower part of the aeration chamber 4, a disinfection chamber 6 having an outlet 7, etc. In the sewage treatment device 1 made of synthetic resin such as FRP, the front surface facing the outside is formed as an open surface on the outside of the frame wall 8 on the side of the treated water outlet 7 of the sewage treatment device 1. A flange is provided around the periphery to connect and fix the pump tank 9 made of synthetic resin such as FRP, thereby communicating the outflow port 7 and the pump tank 9, and discharging the water to the side wall of the pump tank 9 at a higher level than the treated water outflow port 7. A sewage treatment device with a pump tank, characterized in that a port 13 is provided and a pump 11 is provided inside the pump tank 9 for discharging treated water to the outside of the system. 2. The sewage treatment device with a pump tank according to claim 1, wherein the pump tank is provided with a drainage chamber inside.
JP61068067A 1986-03-26 1986-03-26 Sewage treatment device with pump tank Granted JPS62225293A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61068067A JPS62225293A (en) 1986-03-26 1986-03-26 Sewage treatment device with pump tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61068067A JPS62225293A (en) 1986-03-26 1986-03-26 Sewage treatment device with pump tank

Publications (2)

Publication Number Publication Date
JPS62225293A JPS62225293A (en) 1987-10-03
JPH0575477B2 true JPH0575477B2 (en) 1993-10-20

Family

ID=13363057

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61068067A Granted JPS62225293A (en) 1986-03-26 1986-03-26 Sewage treatment device with pump tank

Country Status (1)

Country Link
JP (1) JPS62225293A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01284393A (en) * 1988-05-11 1989-11-15 Hitachi Chem Co Ltd Sewage treatment device
JPH0291698U (en) * 1989-01-06 1990-07-20
JP2005211747A (en) * 2004-01-28 2005-08-11 Hitachi Housetec Co Ltd Phosphorus removing apparatus-housed vessel and small-scaled sewage cleaning tank provided with the same

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6063499U (en) * 1983-10-01 1985-05-04 佐藤 明 human waste treatment equipment

Also Published As

Publication number Publication date
JPS62225293A (en) 1987-10-03

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Legal Events

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