JPS61212390A - Septic device for sewage - Google Patents

Septic device for sewage

Info

Publication number
JPS61212390A
JPS61212390A JP60053635A JP5363585A JPS61212390A JP S61212390 A JPS61212390 A JP S61212390A JP 60053635 A JP60053635 A JP 60053635A JP 5363585 A JP5363585 A JP 5363585A JP S61212390 A JPS61212390 A JP S61212390A
Authority
JP
Japan
Prior art keywords
sewage
septic tank
air
wastewater
layer
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
JP60053635A
Other languages
Japanese (ja)
Inventor
Masanori Takahashi
正典 高橋
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 JP60053635A priority Critical patent/JPS61212390A/en
Publication of JPS61212390A publication Critical patent/JPS61212390A/en
Pending 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)

Abstract

PURPOSE:To eliminate the agitated flow and to reduce the necessary power by moving continuously or intermittently a catalytic device for forming a microbe layer in the septic tank for sewage. CONSTITUTION:A catalytic device 3 for forming a microbe layer is continuously or intermittently moved in a septic tank 1 for sewage. Namely, since sewage is brought into contact with microbe layer by rotating the microbe layer, only the amt. of air enough to satisfy the biological and chemical oxygen demands necessary for the sewage and the microbe layer is supplied into the septic tank and the large power used in supplying air for agitating sewage in the conventional technique can be saved.

Description

【発明の詳細な説明】 (1)  産業上の利用分野 不発明は汚水浄化装置に関し、よシ詳細には微生物層に
より汚水を浄化する形式の汚水浄化装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (1) Industrial Application Field The present invention relates to a sewage purification device, and more particularly to a sewage purification device that purifies sewage using a microbial layer.

(2)従来技術とその問題点 汚水浄化槽の中に接触板を設け、この接触板上に形成さ
れる微生物層により、汚水を浄化処理する方式の汚水浄
化装置は従来よシ使用されている。
(2) Prior art and its problems A sewage purification apparatus has been used in the past, in which a contact plate is provided in a sewage purification tank, and the sewage is purified by a microbial layer formed on the contact plate.

このような浄化装置においてぽ、接触板は汚水浄化槽内
に固定して設けられており、浄化槽の下部に設けられた
空気管より噴出される空気により浄化槽内の汚水に対し
て曝気を行いながらこれを攪拌し、これによって汚水を
微生物層と接触させることにより微生物による汚水の浄
化が行われる。
In such purifiers, the contact plate is fixedly installed inside the sewage septic tank, and the sewage inside the septic tank is aerated with air that is blown out from the air pipe installed at the bottom of the septic tank. The sewage is agitated, thereby bringing the sewage into contact with the microorganism layer, thereby purifying the sewage with the microorganisms.

しかしながら、このような浄化槽においては、汚水中に
溶存酸素(DO)t−供給する作用と、汚水を攪拌流動
して微生物層と接触させる作用とを空気により同時に行
うために空気送給のための消費電力量が大@なものとな
り、し次がって汚水処理コストヲ著しく増大せしめると
いう欠点を有している。
However, in such a septic tank, air is used to simultaneously supply dissolved oxygen (DO) into the wastewater and to stir and flow the wastewater to bring it into contact with the microbial layer. This method has the disadvantage that the amount of power consumed is large, which in turn significantly increases the wastewater treatment cost.

また、汚水の浄化度を高めるためには空気による汚水の
流@を活発にして、微生物層と汚水との接触口aを増大
する必要があるが、接触回数の壇大はまた消費電力の増
大を招くために、経済性を考慮すると、汚水の十分な浄
化処理は望み得ない状況にある。
In addition, in order to improve the degree of purification of sewage, it is necessary to activate the flow of sewage through the air and increase the number of contact points a between the microorganism layer and the sewage, but increasing the number of contacts also increases power consumption. Considering the economic efficiency, sufficient purification of wastewater cannot be expected.

更に、汚水中の空気を均一に分散させることが困難なた
め、微生物層に対する空気の供給が不均一となり、微生
物の部分的な嫌気化が起るという欠点も有していた。
Furthermore, since it is difficult to uniformly disperse the air in the wastewater, the supply of air to the microbial layer becomes uneven, resulting in partial anaerobic formation of the microorganisms.

(3)問題点を解決するための手段および発明の構成 本発明は上述の如き従来技術の欠点を克服するものであ
って、汚水全体を空気によシ攪拌流動することによって
微生物層に汚水を接触させることは多大な動力を必要と
するが、微生物層を移動することによってより小さな動
力で汚水を微生物層とより効果的に接触させることがで
きることに看目し、浄化槽の中で微生物層を移動させる
ことによって従来技術における空気の1方の作用である
汚水の攪拌流動を排除しこれによって所要動力を減少せ
しめた特徴を有している。
(3) Means for Solving the Problems and Structure of the Invention The present invention overcomes the drawbacks of the prior art as described above.The present invention is intended to overcome the drawbacks of the prior art as described above. Although bringing the microbial layer into contact requires a large amount of power, we realized that by moving the microbial layer, it is possible to bring the wastewater into contact with the microbial layer more effectively with less power. This movement eliminates the agitation and flow of sewage, which is one of the effects of air in the prior art, thereby reducing the required power.

すなわち、本発明の汚水浄化装置は汚水浄化槽の中に移
動可能に設けられた微生物層を形成するための接触装置
を備えた構成を有している。
That is, the sewage purification apparatus of the present invention has a structure including a contact device for forming a microbial layer that is movably provided in a sewage purification tank.

(4)実施例 次に図面を参照しながら本発明の詳細な説明する。(4) Examples Next, the present invention will be described in detail with reference to the drawings.

本発明の実施例を示す第1図および第2図を参照すると
、汚水浄化装置は円筒形状の浄化槽lと、この浄化槽の
ほぼ中央部で回転可能に取付けられた回転軸2から放射
状に伸延する接触装置すなわち枠体3と、回転軸2した
がって放射状の枠体を回転させるための駆動部4とを備
えている。
Referring to FIGS. 1 and 2 showing an embodiment of the present invention, the sewage purification apparatus includes a cylindrical septic tank l and a rotating shaft 2 rotatably mounted approximately in the center of the septic tank. It comprises a contact device or frame 3 and a drive 4 for rotating the rotation axis 2 and thus the radial frame.

浄化槽1にはその内側周囲に沿って伸びる溢流樋5が設
けられており、との溢流樋と枠体3との間にはほぼ円筒
状で上部が液面りよシ上方に伸びる仕切り部6が設けら
れている。溢流樋5の周方向の1部には浄化された処理
水を浄化mlの外部に排出するための排水パイプ7が設
けられている。
The septic tank 1 is provided with an overflow gutter 5 extending along its inner periphery, and between the overflow gutter and the frame 3 is a substantially cylindrical partition whose upper part extends above the liquid level. 6 is provided. A drainage pipe 7 is provided in a circumferential portion of the overflow gutter 5 for discharging purified treated water to the outside of the purified ml.

浄化槽の底部近くには浄化槽円に空気を導入するための
散気管8が設けられている。この散気管8の周部には複
数の孔(図示せず)が形成されていて、汚水に対する空
気の均等な供給を良好にするようになされている。
A diffuser pipe 8 for introducing air into the septic tank circle is provided near the bottom of the septic tank. A plurality of holes (not shown) are formed around the periphery of the aeration pipe 8, so that air can be evenly supplied to the wastewater.

浄化槽の上部には汚水を供給するための流入管9が取付
けられている。この流入管は図示の如く仕切体6の径方
向内方に汚水を導入するような位置に設けられる。均一
な汚水の浄化を良好にするために、流入管は汚水が回転
軸2の近くに流入するように位置決めするのが好ましい
An inflow pipe 9 for supplying wastewater is attached to the upper part of the septic tank. This inflow pipe is provided at a position to introduce wastewater into the partition body 6 in the radial direction as shown in the figure. In order to achieve good uniform wastewater purification, the inlet pipe is preferably positioned so that the wastewater enters close to the rotating shaft 2.

駆動部4は、回転軸2の上部に固定された被駆動ギア1
1と、この被駆動ギア11と噛合する駆動ギア12を有
するモータ13とから構成されている。モータ13は第
2図に良く示されるように浄化槽1の上方を伸長する支
持ビーム14上に載置されている。
The drive unit 4 includes a driven gear 1 fixed to the upper part of the rotating shaft 2.
1, and a motor 13 having a drive gear 12 that meshes with the driven gear 11. The motor 13 is mounted on a support beam 14 extending above the septic tank 1, as best shown in FIG.

回転軸2は上部軸受15および下部軸受16によって回
転可能に支持されている。
The rotating shaft 2 is rotatably supported by an upper bearing 15 and a lower bearing 16.

枠体3は第2図に明瞭に示されているように、本実施例
においては、12の枠セクタα〜t(dおよび)°は図
示せず)を有していて、各セクタには第3図に示す輪状
小糸状体20が第1図に示すように谷セクタの空間部を
覆うように張設されている。
As clearly shown in FIG. 2, the frame 3 has, in this embodiment, twelve frame sectors α to t(d and )° (not shown), each sector having a The annular filament 20 shown in FIG. 3 is stretched so as to cover the space in the valley sector as shown in FIG. 1.

このような輪状小糸状体は、特開昭59−225793
号公報に記載されているように、微生物をその内部およ
び周囲に捕捉して微生物層を形成し、この微生物層によ
り汚水を浄化する作用を行う。
Such annular microfilament is described in Japanese Patent Application Laid-Open No. 59-225793.
As described in the above publication, microorganisms are trapped inside and around the microorganism to form a microbial layer, and this microbial layer has the effect of purifying wastewater.

次に第1図および第2図に示した本発明の実施例である
汚水浄化装置の作用について説明する。
Next, the operation of the sewage purification apparatus according to the embodiment of the present invention shown in FIGS. 1 and 2 will be explained.

処理原水である汚水は第1図の矢印Aで示されるように
流入パイプに導入され、この流入/qイブを通って同じ
く第1図に矢印Bで示す方向において浄化槽l内に供給
される。ここにおいて、汚水は仕切り体6の径方向内側
に導入されるために、流入した汚水は溢流樋5のトラフ
17内ヘシヨートノモスすることなく、仕切9体の内側
を通って浄化槽下部へ導かれる。
Sewage, which is treated raw water, is introduced into the inlet pipe as shown by arrow A in FIG. 1, and is supplied into the septic tank l through this inlet/q pipe in the direction shown by arrow B in FIG. Here, since the sewage is introduced radially inside the partition 6, the inflowing sewage is guided to the lower part of the septic tank through the inside of the partition 9 without flowing into the trough 17 of the overflow gutter 5.

浄化槽1の底部に設けられた散気管8から供給された空
気は仕切り体6の内側を上昇しながら駆動部4によって
回転される枠体3によって径方向に分散され、これによ
って汚水に対する空気の均等な供給が行われる〇 空気の供給により汚水中の好気性微生物が繁殖するよう
になると、各セクタα−乙に張設された輪状糸状体20
上に微生物が付着して増殖し、各セクタに種々の微生物
群から成る微生物層を形成する。
Air supplied from the diffuser pipe 8 provided at the bottom of the septic tank 1 is dispersed in the radial direction by the frame body 3 rotated by the drive unit 4 while rising inside the partition body 6, thereby evenly distributing the air to the wastewater. When the aerobic microorganisms in the wastewater begin to propagate due to the air supply, the annular filament 20 stretched over each sector α-B
Microorganisms adhere to the top and multiply, forming a microbial layer consisting of various microbial groups in each sector.

このようにして形成された微生物層は散気管からの空気
の供給を受けながら汚水中を回転することによって微生
物層を通過する汚水との接触を繰9返し、これによって
好気性の増殖を行いながら汚水中の有機物を浄化するの
である。
The microbial layer formed in this way rotates in the wastewater while being supplied with air from the aeration pipe, repeatedly coming into contact with the wastewater that passes through the microbial layer, thereby performing aerobic growth. It purifies organic matter in wastewater.

このように仕切体の内側を流下しながら微生物層の浄化
作用を受けて浄化処理された汚水は処理水となって仕切
体6の外側と浄化槽lとの間の間隙を上昇しトラフエア
の中へ流入する。トラフエアに流入した処理水は排水パ
イプ7を介して矢印Cで示すように系外へ排出される。
The sewage that has been purified by the purifying action of the microbial layer while flowing down inside the partition becomes treated water, rises through the gap between the outside of the partition 6 and the septic tank 1, and enters the trough air. Inflow. The treated water that has flowed into the trough air is discharged to the outside of the system through the drainage pipe 7 as shown by arrow C.

以上述べたように1本願発明の浄化処理装置においては
、汚水と微生物層との接触は微生物層を回転させること
によシ行うために浄化槽内への空気の導入量は汚水およ
び微生物層に対して必要とされる生物化学的所要酸素量
を満たすのに十分である量でよく、したがって従来技術
におけるような汚水を攪拌流動させるだめの大きな動力
を必要とする空気量を省くことができる。また、汚水の
流入量または汚水のJjODに応じて浄化処理に最適の
空気量を調整して供給することも可能となる。
As described above, in the purification treatment apparatus of the present invention, contact between the sewage and the microbial layer is achieved by rotating the microbial layer, so the amount of air introduced into the septic tank is limited relative to the sewage and the microbial layer. The amount of air that is sufficient to meet the biochemical oxygen requirements required for water treatment can be omitted, thus eliminating the need for large amounts of air to agitate and flow wastewater as in the prior art. Further, it is also possible to adjust and supply the optimal air amount for purification treatment according to the inflow amount of sewage or the JjOD of sewage.

更に微生物層の回動により、微生物層に対するむらのな
い空気供給が可能となりしたがって微生物層の部分的な
嫌気化を防止することができ、これによって安定した微
生物層を維持することが可能となる。
Furthermore, the rotation of the microbial layer makes it possible to supply air evenly to the microbial layer, thereby preventing the microbial layer from becoming partially anaerobic, thereby making it possible to maintain a stable microbial layer.

上述の実施例においては、垂直方向に伸びる回転軸を浄
化槽の中に設けて、この回転軸の周囲において微生物層
を回動させる構成を示したが、回転軸を浄化槽の中でほ
ぼ水平(すなわち汚水面と平行)に設けて、この回転軸
の周囲において微生物層を回動する構成とすることもで
きる。
In the above-mentioned embodiment, a rotating shaft extending vertically is provided inside the septic tank, and the microbial layer is rotated around this rotating shaft. It is also possible to provide a structure in which the microorganism layer is provided in parallel with the sewage surface and rotated around this rotation axis.

更に微生物層の運動は回動のみではなく、水平方向、垂
直方向あるいはこれ等以外の方向において往復運動させ
ることもできる。またこれ等の運動は連続的に行うばか
りではなく断続的あるいは連続運動と断続運動の組合せ
で行うこともできる。
Furthermore, the movement of the microbial layer is not limited to rotation, but can also be made to reciprocate in the horizontal direction, vertical direction, or other directions. Further, these movements can be performed not only continuously but also intermittently or in a combination of continuous movements and intermittent movements.

また処理汚水量を増大するため、あるいは汚水の高度処
理を行うために単一の浄化処理装置を複数個直列式に連
結して用いることもできる。
Furthermore, in order to increase the amount of treated wastewater or to perform advanced treatment of wastewater, a plurality of single purification treatment apparatuses can be connected in series and used.

更に、浄化槽の中に散気管を設けて空気を供給する代り
に、浄化槽に流入する前の汚水に対して加圧タンク等の
適宜な手段によシ酸素を溶解し、これによって散気管を
省くこともできる。
Furthermore, instead of installing an aeration pipe in the septic tank to supply air, oxygen is dissolved in the wastewater before it flows into the septic tank using an appropriate means such as a pressurized tank, thereby eliminating the need for an aeration pipe. You can also do that.

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

第1図は本発明の実施例を示す側方断面図、第2図は第
1図の平面図、第3図は輪状糸状体の斜視図である。 1・・・浄化槽      2・・・回転軸3・・・枠
体       4・・・駆動部6・・・仕切り体  
   8・・・散気管特許出願人    高 橋 正 
典 同  小野−夫 (外5名)
FIG. 1 is a side sectional view showing an embodiment of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG. 3 is a perspective view of an annular filament. 1... Septic tank 2... Rotating shaft 3... Frame body 4... Drive part 6... Partition body
8... Diffuser patent applicant Tadashi Takahashi
Norio Ono (5 others)

Claims (3)

【特許請求の範囲】[Claims] (1)汚水浄化槽内において微生物層を形成するための
接触装置を連続的あるいは間欠的に汚水中で移動させる
ことを特徴とする汚水浄化装置。
(1) A sewage purification device characterized in that a contact device for forming a microbial layer in a sewage septic tank is moved continuously or intermittently within the sewage water.
(2)特許請求の範囲第1項に記載の汚水浄化装置にお
いて、前記接触装置はこの微生物層を汚水が通過する方
向に移動するようになされたことを特徴とする汚水浄化
装置。
(2) The sewage purification device according to claim 1, wherein the contact device is configured to move the microorganism layer in a direction in which the sewage passes.
(3)特許請求の範囲第1項に記載の汚水浄化装置にお
いて、前記接触装置が汚水表面とほぼ直交する軸線の周
囲を回転するようになされたことを特徴とする汚水浄化
装置。
(3) A sewage purification device according to claim 1, wherein the contact device is configured to rotate around an axis substantially perpendicular to the surface of the sewage water.
JP60053635A 1985-03-18 1985-03-18 Septic device for sewage Pending JPS61212390A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60053635A JPS61212390A (en) 1985-03-18 1985-03-18 Septic device for sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60053635A JPS61212390A (en) 1985-03-18 1985-03-18 Septic device for sewage

Publications (1)

Publication Number Publication Date
JPS61212390A true JPS61212390A (en) 1986-09-20

Family

ID=12948359

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60053635A Pending JPS61212390A (en) 1985-03-18 1985-03-18 Septic device for sewage

Country Status (1)

Country Link
JP (1) JPS61212390A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007190486A (en) * 2006-01-19 2007-08-02 Matsushita Electric Ind Co Ltd Wastewater treatment apparatus
JP2007190485A (en) * 2006-01-19 2007-08-02 Matsushita Electric Ind Co Ltd Wastewater treatment apparatus

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5356851A (en) * 1976-11-02 1978-05-23 Kuraray Co Ltd Process for treating primary waste water including sewage
JPS5740154U (en) * 1980-08-20 1982-03-04
JPS59225793A (en) * 1983-06-06 1984-12-18 Masanori Takahashi Sewage purifying apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5356851A (en) * 1976-11-02 1978-05-23 Kuraray Co Ltd Process for treating primary waste water including sewage
JPS5740154U (en) * 1980-08-20 1982-03-04
JPS59225793A (en) * 1983-06-06 1984-12-18 Masanori Takahashi Sewage purifying apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007190486A (en) * 2006-01-19 2007-08-02 Matsushita Electric Ind Co Ltd Wastewater treatment apparatus
JP2007190485A (en) * 2006-01-19 2007-08-02 Matsushita Electric Ind Co Ltd Wastewater treatment apparatus

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