JPS61263689A - Septic tank - Google Patents

Septic tank

Info

Publication number
JPS61263689A
JPS61263689A JP10624285A JP10624285A JPS61263689A JP S61263689 A JPS61263689 A JP S61263689A JP 10624285 A JP10624285 A JP 10624285A JP 10624285 A JP10624285 A JP 10624285A JP S61263689 A JPS61263689 A JP S61263689A
Authority
JP
Japan
Prior art keywords
water
tank
level
agent layer
processing agent
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
JP10624285A
Other languages
Japanese (ja)
Inventor
Bunzo Hirano
平野 文三
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10624285A priority Critical patent/JPS61263689A/en
Publication of JPS61263689A publication Critical patent/JPS61263689A/en
Pending legal-status Critical Current

Links

Landscapes

  • Treatment Of Biological Wastes In General (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

PURPOSE:To prevent clogging due to bubbles deposited in the processing agent layer by carrying out its treatment only above the processing agent layer while repeating the filling and discharge of water with a level sensor. CONSTITUTION:Water to be treated is introduced from a water discharge pipe 5 at the upper part of a tank 1 of appropriate volume, passed through a layer 3 of a processing agent such as activated carbon provided in the tank and discharged from the bottom in the septic tank. A water level sensor 8 for detecting the high water level H and a water discharge level (h) almost at the same level as the effluent level is furnished. A drainage pipe 9 is led from the bottom of the tank to a level slightly lower than the high water level H and then to a position below the water surface of a waste water sump 10. The passage of water through the drainage pipe 9 is controlled by the water level sensor 8. Namely, a suction effect is provided, contact of the processing agent layer with air is prevented, permeability is improved to enhance the capacity and the volume of the tank can be reduced.

Description

【発明の詳細な説明】 この発明は、炭性炭、イオン交換樹脂などによって工場
廃液などを浄化するのに用いる浄化処理槽に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a purification treatment tank used for purifying factory waste liquid and the like using carbonized charcoal, ion exchange resin, and the like.

例えば塗装工場において、酸、アルカリによる表面処理
工程あるいは電着塗装工程などの後の水洗工程で使用さ
れた水には、前工程で品物に付着して持ち出された有機
物が混入しているので、これを循環使用するにしても、
排水する場合も、浄化処理する必要がある。浄化処理に
はイオン交換樹脂などの処理剤層に水を通過させる濾過
方式を採る。しかしこの場合処理剤層を透過する水量が
少く、必要量を処理するためには大容量の処理槽が必要
となり、処理剤層は次第に目詰まりを起すので、ある程
度の水圧すなわち、槽を高くして大きな落差を設定する
など大掛シな設備が要求される毛のであった。さらに被
処理水の導入が休止し、処理槽内の水面低下によって処
理剤層に空気が入ると、次の処理時に水の透過を阻み、
被処理水が溢れ出る事故を起すことが多く、常時監視下
に置くなどの厄介な問題が存在した。
For example, in a painting factory, the water used in the washing process after the surface treatment process with acid or alkali or the electrodeposition coating process is contaminated with organic matter that has adhered to the product and taken out in the previous process. Even if you use this cyclically,
When discharging wastewater, it is also necessary to purify it. The purification process uses a filtration method in which water passes through a layer of treatment agent such as ion exchange resin. However, in this case, the amount of water that permeates through the treatment agent layer is small, and a large-capacity treatment tank is required to treat the required amount, and the treatment agent layer gradually becomes clogged. This required large-scale equipment, such as setting up a large head. Furthermore, if the introduction of the water to be treated is stopped and air enters the treatment agent layer due to the lowering of the water level in the treatment tank, it will prevent water from permeating during the next treatment.
There were many troublesome problems such as accidents involving overflow of treated water and the need to be constantly monitored.

この発明は、上記の問題点を改善することを目的とし、
吸出効果を与えると共に、自動監視によって処理剤層が
空気に触れないようにして、透過性を向上することによ
って処理能力を高め、槽の小容量化を図った浄化処理槽
を提供するものである。
This invention aims to improve the above problems,
The present invention provides a purification treatment tank that not only provides a suction effect but also prevents the treatment agent layer from coming into contact with air through automatic monitoring, improves permeability, increases treatment capacity, and reduces the tank capacity. .

以下この発明の実施例を示す図に就いて説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings showing embodiments of the present invention will be explained below.

lは適当容量の槽を示し、槽底部に敷設した金網コの上
に処理剤層3を設ける。処理剤層3は用途に応じイオン
交換樹脂、活性炭、あるいは土砂などの粉粒状のものが
用いられ、フィルタを用いることもある。処理剤層3の
上面は槽l上面よυ低く設定される。ダは適当高さの架
台である。
1 indicates a tank with a suitable capacity, and a treatment agent layer 3 is provided on a wire gauze placed at the bottom of the tank. The treatment agent layer 3 is made of ion exchange resin, activated carbon, or powder such as earth and sand depending on the purpose, and a filter may also be used. The upper surface of the treatment agent layer 3 is set lower than the upper surface of the tank l. DA is a pedestal of appropriate height.

槽l上部には被処理水の放出管!が導かれる。There is a discharge pipe for the water to be treated at the top of the tank! is guided.

下端に散布装置6があって、槽l内に分散供給する。槽
/底には金網λ下方に清水の導出ロアが開口する。また
槽l上部には、満水レベルHと処理剤層3上面とほぼ同
レベルの排水レベルhとを検出する水面センサgを設置
する。水面センサgの種類は、フロート式、通電式その
他公知のセンサが用いられる。一方導出口7には排水管
9が接続される。排水管9は一たん満水レベルH近くに
上昇して反転下降し、下端は、排水サンプioの水面下
に開口する。また排水管9の下端部に開閉パルプ//が
設置される。開閉パルプl/は電磁パルプなどが用いら
れ、前記水面センサgによって満水レベルHで開き、排
水レベルhで閉じるように制御される。
There is a dispersing device 6 at the lower end to disperse and supply the water into the tank l. A lower fresh water outlet opens below the wire mesh λ at the tank/bottom. Further, a water surface sensor g is installed above the tank l to detect a full water level H and a drainage level h which is approximately the same level as the upper surface of the treatment agent layer 3. As for the type of water surface sensor g, a float type, an energized type, and other known sensors are used. On the other hand, a drain pipe 9 is connected to the outlet 7. The drain pipe 9 once rises to near the full water level H, then reverses and descends, and the lower end opens below the water surface of the drain sump io. Further, an opening/closing pulp // is installed at the lower end of the drain pipe 9. The opening/closing pulp l/ is made of electromagnetic pulp or the like, and is controlled by the water surface sensor g to open at the full water level H and close at the drain level H.

以上の構成により、放出管Sから常時放出される被処理
水が満水状態になると開閉パルプ/lが開いて排水する
。排水流はサイフオン形態で排出管9を流れるが、排水
管9長が長いので、一たん流れ出すとそのサージング効
果によって槽/内の水を吸出し、処理剤層3の透過圧を
増す。排水によって槽/水面が低下し、排水レベルhに
淳すると、開閉パルプl/が閉じて排水を停止し、水面
が上昇し始める。こうして満水レベルHと排水レベルh
の間で貯水、排水が繰返され、処理剤層3が空気に晒さ
れることなく、層内に気泡が付着して透過性能に障害を
起すことがない。
With the above configuration, when the water to be treated that is constantly discharged from the discharge pipe S becomes full, the opening/closing pulp/l opens and drains the water. The waste water flows through the discharge pipe 9 in the form of a siphon, but since the length of the drain pipe 9 is long, once it begins to flow, the water inside the tank is sucked out by its surging effect, increasing the permeation pressure of the treatment agent layer 3. The tank/water level drops due to drainage, and when the water reaches the drainage level h, the opening/closing pulp l/ closes to stop drainage and the water level begins to rise. In this way, the full water level H and the drain level H
Water is stored and drained repeatedly between the layers, and the treatment agent layer 3 is not exposed to air, and air bubbles do not adhere to the layer and impair permeation performance.

なお図中12は開閉パルプl/の代シに排水管9上端部
に設けたエア導入孔13の開閉パルプで、満水レベルH
で閉じ、排水レベルhで開く。排出管9のサイフオン効
果を断続して排水を制御するもので、電磁力の小型化が
できる。
In addition, 12 in the figure is the opening/closing pulp of the air introduction hole 13 provided at the upper end of the drain pipe 9 in place of the opening/closing pulp l/.
Close at , and open at drain level h. Drainage is controlled by intermittent siphon effect of the discharge pipe 9, and electromagnetic force can be miniaturized.

以上の通り、この発明の浄化処理槽は、水面センサによ
って処理剤層上方でのみ満水排水と繰返して処理を行う
ようにして、処理剤層内に付着した気泡によって目詰ま
りを起すのを防ぎ、また排水管内の排水サージング効果
によって吸出効果を与えて透過圧を増すようにしたもの
で、処理能力が大巾に向上し、従って処理を必要とする
単位水量に対する処理槽容積を大巾に小型化し、設備費
を軽減する効果がある。家庭用の飲料水の浄化処理に用
いても有効である。
As described above, the septic tank of the present invention uses a water surface sensor to repeatedly perform the process of filling water and draining only above the treatment agent layer, thereby preventing clogging caused by air bubbles adhering to the treatment agent layer. In addition, the drainage surging effect in the drain pipe provides a suction effect and increases the permeation pressure, greatly improving treatment capacity and greatly reducing the volume of the treatment tank for the unit amount of water that needs to be treated. , has the effect of reducing equipment costs. It is also effective for use in purifying household drinking water.

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

第1図はこの発明の実施例を示す浄化処理槽の縦断面図
、第2図は同縦断側面図である。 /・・・槽 3・・・処理剤層 S・・・放水管 g・
・・水面センサ 9・・・排出管 /I・・・開閉ハル
フオ  1[!l
FIG. 1 is a longitudinal sectional view of a purification tank showing an embodiment of the present invention, and FIG. 2 is a longitudinal sectional side view thereof. /...Tank 3...Treatment agent layer S...Water pipe g.
...Water surface sensor 9...Discharge pipe /I...Opening/closing half-way 1 [! l

Claims (1)

【特許請求の範囲】[Claims] 適当容積の槽上部から被処理水を導入し、槽内に設置し
た処理剤層を抜けて槽底から導出するようにしたものに
おいて、満水レベルと処理剤層上面をほぼ同レベルの排
水レベルとを検出する水面センサを設けると共に、槽底
から導出した排水管を一たん上記満水レベルの少し下方
に導いてから排水サンプの水面下へ導くようにし、この
排水管の流通および停止を上記水面センサによつて制御
するようにしたことを特徴とする浄化処理槽。
In systems where the water to be treated is introduced from the top of the tank with an appropriate volume, passes through the treatment agent layer installed in the tank, and is drawn out from the bottom of the tank, the full water level and the top of the treatment agent layer are at approximately the same level as the drainage level. In addition to providing a water surface sensor that detects water level, the drain pipe led out from the bottom of the tank is first guided slightly below the above-mentioned full water level, and then guided below the water surface of the drain sump, and the flow and stop of this drain pipe are controlled by the water surface sensor. A septic tank characterized in that it is controlled by.
JP10624285A 1985-05-17 1985-05-17 Septic tank Pending JPS61263689A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10624285A JPS61263689A (en) 1985-05-17 1985-05-17 Septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10624285A JPS61263689A (en) 1985-05-17 1985-05-17 Septic tank

Publications (1)

Publication Number Publication Date
JPS61263689A true JPS61263689A (en) 1986-11-21

Family

ID=14428645

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10624285A Pending JPS61263689A (en) 1985-05-17 1985-05-17 Septic tank

Country Status (1)

Country Link
JP (1) JPS61263689A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5358860A (en) * 1976-11-06 1978-05-27 Fuso Kensetsu Kogyo Flow controller for gravity type quick filter basins

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5358860A (en) * 1976-11-06 1978-05-27 Fuso Kensetsu Kogyo Flow controller for gravity type quick filter basins

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