JPH0999295A - Structure of sedimentation tank in sewage treating equipment using activated sludge - Google Patents

Structure of sedimentation tank in sewage treating equipment using activated sludge

Info

Publication number
JPH0999295A
JPH0999295A JP7258843A JP25884395A JPH0999295A JP H0999295 A JPH0999295 A JP H0999295A JP 7258843 A JP7258843 A JP 7258843A JP 25884395 A JP25884395 A JP 25884395A JP H0999295 A JPH0999295 A JP H0999295A
Authority
JP
Japan
Prior art keywords
sludge
water surface
suspended matter
tank
sedimentation
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
JP7258843A
Other languages
Japanese (ja)
Inventor
Harurou Funato
東郎 船戸
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.)
NIPPON MAINTECH KK
Original Assignee
NIPPON MAINTECH KK
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 NIPPON MAINTECH KK filed Critical NIPPON MAINTECH KK
Priority to JP7258843A priority Critical patent/JPH0999295A/en
Publication of JPH0999295A publication Critical patent/JPH0999295A/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

  • Activated Sludge Processes (AREA)

Abstract

PROBLEM TO BE SOLVED: To eliminate the need of providing the sedimentation tank with a suspended matter collection port and to surely discharge suspended matter from the sedimentation tank by providing the inside of a sedimentation vessel of the sedimentation tank with a water surface suspended matter collector having a large number of through holes so as to be movable in the vicinity of a supernatant recovery section. SOLUTION: The sewage treating equipment is provided with a sewage inflow section 1, an aeration tank 2, a distribution section 3, a sedimentation tank 4 and a storage tank 5. The sedimentation tank 4 is provided with a sedimentation vessel 6 having a settled sludge recovery section 6a at its bottom and an overflow groove 7 (supernatant recovery section) formed through an overflow wall 7a. In the space between a water surface part sludge agitating plate 4 rotating with a rotary shaft 10 as the center and the inner peripheral surface of the sedimentation vessel 6 in the vicinity of the overflow groove 7, a water surface suspended matter collector 15 is placed on the lower side of a water surface part sludge agitation arm 13 so as to be adjacent to the sludge agitating plate 4 and also attachable and detachable. Suspended matter such as bulky scum or dust in the water surface part above settled treatment process sludge in the sludge sedimentation vessel 6 retains within the suspended matter collector 15 without passing through through holes of the collector 15. Therefore, the suspended matter is surely collected by this suspended matter collector 15.

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、活性汚泥による汚
水処理装置において、沈澱汚泥と上澄水とを分離して回
収する沈澱槽の構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a settling tank for separating and recovering settling sludge and supernatant water in a sewage treatment apparatus using activated sludge.

【0002】[0002]

【従来の技術】従来の汚水処理装置においては、供給汚
水を浄化する曝気槽と、この曝気槽からの処理汚泥を沈
澱容器内の沈澱汚泥と溢水溝内の上澄水とに分ける沈澱
槽とを備えている。
2. Description of the Related Art In a conventional sewage treatment apparatus, an aeration tank for purifying the supplied sewage and a settling tank for separating the treated sludge from the aeration tank into settling sludge in a settling vessel and supernatant water in an overflow ditch. I have it.

【0003】この沈澱容器内では処理汚泥上の水面にス
カムや塵などの浮遊物が溜まり易いので、この浮遊物が
上澄水とともに溢水溝へ流出するおそれがある。この溢
水溝からの上澄水は塩素系消毒されて河川等に放流され
るので、浮遊物が上澄水に混ざることは好ましくない。
そのため、沈澱容器内には、回転軸を中心に回転する水
面部汚泥攪拌板により運ばれた浮遊物を排出する浮遊物
回収口が設けられている。
In this settling vessel, floating substances such as scum and dust are likely to collect on the surface of the treated sludge on the water surface, and there is a possibility that these floating substances may flow out to the overflow ditch along with the supernatant water. Since the supernatant water from this overflow ditch is sterilized by chlorine and discharged into a river, it is not preferable that the suspended matter is mixed with the supernatant water.
Therefore, in the sedimentation container, there is provided a floating material recovery port for discharging the floating material carried by the water surface sludge agitating plate which rotates around the rotating shaft.

【0004】[0004]

【発明が解決しようとする課題】ところが、処理汚泥に
満たされた沈澱容器内で、水面部汚泥攪拌板により運ば
れた浮遊物のみを前記浮遊物回収口へ確実に排出させる
とともに、この浮遊物回収口から処理汚泥が排出されな
いように、浮遊物回収口を設計しなければならない。そ
のため、沈澱槽の構造が複雑になるとともに、設備コス
トが高騰する。
However, in the settling vessel filled with the treated sludge, only the suspended matter carried by the water surface sludge agitation plate is surely discharged to the suspended matter recovery port, and the suspended matter is also discharged. The suspended solids recovery port must be designed so that treated sludge is not discharged from the recovery port. Therefore, the structure of the precipitation tank becomes complicated and the equipment cost rises.

【0005】本発明は、沈澱槽にあって、上記問題点の
原因になる浮遊物回収口をなくし、しかも浮遊物を確実
に排出することを目的にしている。
An object of the present invention is to eliminate the floating material recovery port in the settling tank, which causes the above problems, and to reliably discharge the floating material.

【0006】[0006]

【課題を解決するための手段】後記実施形態の図面(図
1〜5)の符号を援用して本発明を説明する。第一発明
にかかる汚水処理装置において沈澱槽の構造は下記のよ
うに構成されている。
The present invention will be described with reference to the reference numerals in the drawings (FIGS. 1 to 5) of the following embodiments. In the sewage treatment apparatus according to the first aspect of the invention, the structure of the settling tank is configured as follows.

【0007】沈澱汚泥回収部(6a)を有する沈澱容器
(6)と、上澄水回収部(7)とを備えた沈澱槽(4)
にあって、上澄水回収部(7)付近で沈澱容器(6)の
内部に、多数の貫通孔(15a)を有する水面浮遊物回
収体(15)を移動可能に設けている。
A settling tank (4) equipped with a settling vessel (6) having a settling sludge collecting section (6a) and a supernatant water collecting section (7).
In the vicinity of the supernatant water collecting part (7), a water floating material recovery body (15) having a large number of through holes (15a) is movably provided inside the precipitation container (6).

【0008】第二発明は第一発明に下記の構成を加えて
いる。水面浮遊物回収体(15)は、回転軸(10)を
中心に沈澱容器(6)の内周面に沿って回動可能に設け
られている。
The second invention adds the following constitution to the first invention. The water surface floating material recovery body (15) is provided so as to be rotatable around the rotation shaft (10) along the inner peripheral surface of the precipitation container (6).

【0009】第三発明は第一発明に下記の構成を加えて
いる。水面浮遊物回収体(15)は、回転軸(10)を
中心に回転する水面部汚泥攪拌板(14)と沈澱容器
(6)の内周面との間で、この水面部汚泥攪拌板(1
4)とともに沈澱容器(6)の内周面に沿って回動可能
に設けられている。
The third invention adds the following configuration to the first invention. The water surface suspended solid collecting body (15) is provided between the water surface sludge agitating plate (14) which rotates around the rotating shaft (10) and the inner peripheral surface of the precipitation vessel (6). 1
It is provided so as to be rotatable along with the inner peripheral surface of the precipitation container (6) together with 4).

【0010】従って、各発明では、汚泥が水面浮遊物回
収体(15)内に入ると、汚泥上の水面にある比較的大
きいスカムや塵などの浮遊物は、水面浮遊物回収体(1
5)の貫通孔(15a)を通らずにその内部に残り、そ
れ以外のものはこの貫通孔(15a)を通る。
Therefore, in each invention, when sludge enters the water surface floating material recovery body (15), relatively large floating materials such as scum and dust on the water surface above the sludge are collected in the water surface floating material recovery body (1).
It does not pass through the through hole (15a) of 5), but remains inside thereof, and others pass through this through hole (15a).

【0011】[0011]

【発明の実施形態】DETAILED DESCRIPTION OF THE INVENTION

〔第一実施形態〕まず、本発明の第一実施形態にかかる
汚水処理装置及びその沈澱槽の構造を図1〜3を参照し
て説明する。
First Embodiment First, the structures of the wastewater treatment apparatus and the settling tank thereof according to the first embodiment of the present invention will be described with reference to FIGS.

【0012】(汚水処理装置及びその沈澱槽構造の概略
について)図1(a)に概略的に示す汚水処理装置は、
汚水流入部1と曝気槽2と分配部3と沈澱槽4と貯留槽
5とを備えている。
(Outline of Sewage Treatment Apparatus and Settling Tank Structure Thereof) The sewage treatment apparatus schematically shown in FIG.
It is provided with a sewage inflow section 1, an aeration tank 2, a distribution section 3, a precipitation tank 4 and a storage tank 5.

【0013】汚水流入部1には不定量の汚水が不定期に
流入する。汚水はこの汚水流入部1から曝気槽2に供給
される。この曝気層2では、活性汚泥(微生物が生息し
ている汚泥)による浄化が行われる。浄化後の処理汚泥
は曝気層2から分配部3に送られる。
An unspecified amount of sewage flows into the sewage inflow section 1 irregularly. The sewage is supplied from the sewage inflow section 1 to the aeration tank 2. The aeration layer 2 is purified by activated sludge (sludge inhabiting microorganisms). The treated sludge after purification is sent from the aeration layer 2 to the distribution unit 3.

【0014】この分配部3では、処理汚泥が所定量の返
送汚泥とそれ以外の余剰汚泥とに分配される。返送汚泥
は前記汚水流入部1に戻る。一方、余剰汚泥は沈澱槽4
に送られる。
In the distribution unit 3, the treated sludge is distributed into a predetermined amount of returned sludge and other excess sludge. The returned sludge returns to the wastewater inflow section 1. On the other hand, excess sludge is settling tank 4
Sent to

【0015】図1(b)及び図2に示すように、前記沈
澱槽4は、底部に沈澱汚泥回収部6aを有する沈澱容器
6と、この沈澱容器6の上部外周で円形状の溢水壁7a
を介して設けられた溢水溝7(上澄水回収部)とを備え
ている。前記分配部3からの余剰汚泥は、沈澱容器6内
の中央部に供給され、沈澱汚泥回収部6aに沈澱する沈
澱汚泥と、溢水壁7aを越えて溢水溝7内に流出する上
澄水とに分けられる。この溢水溝7から放流部8に送ら
れた上澄水は、塩素系消毒されて河川等に放流される。
As shown in FIGS. 1 (b) and 2, the settling tank 4 has a settling vessel 6 having a settling sludge collecting section 6a at the bottom, and a circular overflow wall 7a at the outer periphery of the upper part of the settling vessel 6.
And an overflow groove 7 (supernatant water collecting part) provided via the. The surplus sludge from the distribution unit 3 is supplied to the central portion of the settling container 6, and is settled in the settling sludge collection unit 6a and the supernatant water flowing into the overflow ditch 7 over the overflow wall 7a. Be divided. The supernatant water sent from the overflow groove 7 to the discharge part 8 is sterilized with chlorine and discharged to a river or the like.

【0016】この沈澱容器6内の中央部にはモータ9に
より回転する軸10が沈澱汚泥回収部6aに向けて垂直
に挿入されている。この回転軸10の下端部から延設さ
れた底部汚泥攪拌アーム11に底部汚泥攪拌板12が取
着されている。この回転軸10の上端部から溢水壁7a
に向けて半径方向へ延設された水面部汚泥攪拌アーム1
3の下側に水面部汚泥攪拌板14が取着されている。こ
のモータ9により底部汚泥攪拌アーム11及び水面部汚
泥攪拌アーム13が回転すると、底部汚泥攪拌板12及
び水面部汚泥攪拌板14により汚泥が攪拌される。
A shaft 10 rotated by a motor 9 is vertically inserted into a central portion of the sedimentation container 6 toward a sedimentation sludge recovery unit 6a. A bottom sludge stirring plate 12 is attached to a bottom sludge stirring arm 11 extending from the lower end of the rotary shaft 10. From the upper end of the rotary shaft 10 to the overflow wall 7a
Surface sludge agitating arm 1 extending radially toward the sea
A water surface sludge agitation plate 14 is attached to the lower side of No. 3. When the bottom sludge stirring arm 11 and the water surface sludge stirring arm 13 are rotated by the motor 9, the sludge is stirred by the bottom sludge stirring plate 12 and the water surface sludge stirring plate 14.

【0017】この沈澱層4で濃縮された沈澱汚泥は、沈
澱汚泥回収部6aから貯留槽5へ送られ、焼却されたり
各種資材用途に供される。 (前記沈澱槽4の改良部分について)前記回転軸10を
中心に回転する水面部汚泥攪拌板14と、前記溢水溝7
付近における沈澱容器4の内周面(溢水壁7aの内周
面)との間において、水面部汚泥攪拌アーム13の下側
に水面浮遊物回収体15が水面部汚泥攪拌板14に隣接
して着脱可能に取着されている。
The settled sludge concentrated in the settling layer 4 is sent from the settled sludge collecting section 6a to a storage tank 5 where it is incinerated or used for various purposes. (Regarding the improved portion of the settling tank 4) The water surface sludge stirring plate 14 rotating around the rotating shaft 10 and the overflow groove 7
Between the inner peripheral surface of the settling vessel 4 in the vicinity (inner peripheral surface of the overflow wall 7a), the water surface suspended solid recovery body 15 is adjacent to the water surface sludge stirring plate 14 below the water surface sludge stirring arm 13. It is detachably attached.

【0018】図3(a)に示すように、この水面浮遊物
回収体15は、袋状をなす金網体であって、多数の貫通
孔15aを有している。この水面浮遊物回収体15にお
いては、図2で示す水面部汚泥攪拌アーム13の回転方
向A側で回収口16が設けられ、この回転方向Aに対し
反対になる方向Bへこの回収口16を通って内部に入る
水流を遮るように閉塞されている。この水面浮遊物回収
体15は、袋状になっているので、その底部に浮遊物載
置部17ができる。
As shown in FIG. 3A, the water surface suspended matter recovery body 15 is a bag-shaped wire mesh body and has a large number of through holes 15a. In the water floating material recovery body 15, a recovery port 16 is provided on the rotation direction A side of the water surface sludge agitating arm 13 shown in FIG. 2, and the recovery port 16 is moved in a direction B opposite to the rotation direction A. It is blocked to block the flow of water through it. Since this water surface floating material recovery body 15 has a bag shape, a floating material mounting portion 17 is formed on the bottom thereof.

【0019】図2及び図3(b)に示す前記水面部汚泥
攪拌板14において前記回転方向A側の攪拌面14a
は、回転軸10の回転中心を通る半径方向の直線に対
し、回転軸10側から水面浮遊物回収体15側に向かう
ほどしだいに接近するように、角度θだけ傾斜してい
る。
In the water surface sludge agitation plate 14 shown in FIGS. 2 and 3 (b), the agitation surface 14a on the rotation direction A side.
Is inclined by an angle θ so that the radial straight line passing through the center of rotation of the rotating shaft 10 gradually approaches from the rotating shaft 10 side to the surface floating material recovery body 15 side.

【0020】前記回転軸10にはこれとともに回転する
水流噴出口18が取着されている。この噴出口18から
の水流方向は、前記水面部汚泥攪拌板14にほぼ沿う。
本実施形態は下記(イ)〜(ホ)の特徴を有する。
A water jet outlet 18 is attached to the rotary shaft 10 to rotate therewith. The water flow direction from the jet port 18 is substantially along the water surface sludge agitating plate 14.
The present embodiment has the following features (a) to (e).

【0021】(イ) 回転軸10を中心に水面部汚泥攪
拌板14が回転すると、水面浮遊物回収体15は、この
水面部汚泥攪拌板14とともに沈澱容器6の内周面に沿
って回動する。そして、処理汚泥がこの水面浮遊物回収
体15内に入ると、処理汚泥上の水面にある比較的大き
いスカムや塵などの浮遊物は、この水面浮遊物回収体1
5の貫通孔15aを通らずにその内部に残るが、それ以
外のものはこの貫通孔15aを通る。従って、この水面
浮遊物回収体15により、浮遊物を確実に回収すること
ができる。
(B) When the water surface sludge agitating plate 14 rotates about the rotating shaft 10, the water surface suspended solid recovery body 15 rotates along with the water surface sludge agitating plate 14 along the inner peripheral surface of the precipitation vessel 6. To do. When the treated sludge enters the water surface floating material collector 15, the floating matters such as relatively large scum and dust on the water surface of the treated sludge are collected in the water surface floating material collector 1.
5 does not pass through the through hole 15a, but remains inside thereof, but the others pass through this through hole 15a. Therefore, the floating material recovery body 15 can reliably recover the floating material.

【0022】(ロ) 水面部汚泥攪拌板14の攪拌面1
4aは、前述したように、半径方向に対し傾斜角度θを
有している。そのため、この攪拌面14aに衝突した浮
遊物は、この攪拌面14aに沿って水面浮遊物回収体1
5側へ寄せ集められ、上記(イ)のようにして回収され
る。従って、この水面浮遊物回収体15が溢水壁7a付
近の一部にしか設けられていなくても、沈澱容器6内の
半径方向全体で処理汚泥上に溜まる浮遊物を確実に回収
することができる。
(B) The stirring surface 1 of the water surface sludge stirring plate 14
As described above, 4a has an inclination angle θ with respect to the radial direction. Therefore, the suspended matter that collides with the stirring surface 14a will be collected along the stirring surface 14a.
They are collected on the 5th side and collected as described in (a) above. Therefore, even if the water surface suspended solid recovery body 15 is provided only in a part near the overflow wall 7a, it is possible to reliably recover the suspended solids accumulated on the treated sludge in the entire radial direction within the settling vessel 6. .

【0023】(ハ) 水面浮遊物回収体15は溢水壁7
a付近の一部にしか設けられていない。そのため、水面
浮遊物回収体15を小形化でき、水面浮遊物回収体15
の着脱を行い易い。従って、水面浮遊物回収体15内に
溜まった浮遊物を捨てたり、破損した水面浮遊物回収体
15を交換したりする作業を、容易に行うことができ
る。
(C) The floating material recovery body 15 is the overflow wall 7
It is provided only in a part near a. Therefore, the water surface floating material recovery body 15 can be downsized, and the water surface floating material recovery body 15
Easy to put on and take off. Therefore, it is possible to easily perform the work of discarding the suspended matter accumulated in the water surface floating material recovery body 15 or replacing the damaged water surface floating material recovery body 15.

【0024】(ニ) 水流噴出口18により、水面部汚
泥攪拌板14に沿って水面浮遊物回収体15へ向かう水
流を処理汚泥上に生じさせることができる。そのため、
水面部汚泥攪拌板14の攪拌面14aに衝突した浮遊物
は、この攪拌面14aに沿って水面浮遊物回収体15側
へ寄せ集められ、上記(イ)のようにして回収される。
従って、この水面浮遊物回収体15が溢水壁7a付近の
一部にしか設けられていなくても、沈澱容器6内の半径
方向全体で処理汚泥上に溜まる浮遊物を確実に回収する
ことができる。
(D) The water jet 18 can generate a water flow on the treated sludge along the water sludge agitator plate 14 toward the water surface suspended solids recovery body 15. for that reason,
The suspended matter colliding with the agitating surface 14a of the water surface sludge agitating plate 14 is collected along the agitating surface 14a toward the water surface suspended matter recovering body 15 side and is recovered as described in (a) above.
Therefore, even if the water surface suspended solid recovery body 15 is provided only in a part near the overflow wall 7a, it is possible to reliably recover the suspended solids accumulated on the treated sludge in the entire radial direction within the settling vessel 6. .

【0025】(ホ) 既存の水面部汚泥攪拌アーム13
を有効に利用して水面浮遊物回収体15を設けたので、
水面浮遊物回収体15の回動手段を簡単な構造にするこ
とができる。
(E) Existing water surface sludge stirring arm 13
Since the water surface floating material recovery body 15 is provided by effectively utilizing
The rotating means of the water surface floating material recovery body 15 can have a simple structure.

【0026】〔第二実施形態〕次に、本発明の第二実施
形態を図4〜5を参照して説明する。この第二実施形態
は第一実施形態と下記の点で異なる。
Second Embodiment Next, a second embodiment of the present invention will be described with reference to FIGS. The second embodiment differs from the first embodiment in the following points.

【0027】第一実施形態では、水面部汚泥攪拌アーム
13の下側に水面部汚泥攪拌板14と水面浮遊物回収体
15とが設けられている。この第二実施形態では、この
水面部汚泥攪拌板14が省略され、その代わりに、水面
部汚泥攪拌アーム13の下側でその半径方向全体に水面
浮遊物回収体15が設けられている。また、第一実施形
態における水流噴出口18も設けられていない。この第
二実施形態は、前記第一実施形態の特徴(イ)(ホ)に
加え、沈澱容器6内の半径方向全体で処理汚泥上に溜ま
る浮遊物をより一層確実に回収することができる。な
お、第二実施形態の水面浮遊物回収体15は、浮遊物の
回収機能ばかりではなく、処理汚泥の攪拌機能もある。
In the first embodiment, a water surface sludge agitating plate 14 and a water surface suspended matter recovery body 15 are provided below the water surface sludge agitating arm 13. In the second embodiment, the water surface sludge agitation plate 14 is omitted, and instead, a water surface suspended solid recovery body 15 is provided below the water surface sludge agitation arm 13 in the entire radial direction thereof. The water jet 18 in the first embodiment is also not provided. In addition to the characteristics (a) and (e) of the first embodiment, the second embodiment can more reliably collect the suspended solids accumulated on the treated sludge in the entire radial direction inside the precipitation container 6. The floating material recovery body 15 of the second embodiment has not only the function of recovering the suspended material but also the function of stirring the treated sludge.

【0028】前記各実施形態以外にも下記(イ)のよう
に構成してもよい。 (イ) 水面浮遊物回収体15を金網体以外のもの、例
えば、多数の貫通孔を形成した袋状金属板に変更する。
In addition to the above embodiments, the following configuration (a) may be adopted. (A) The floating material recovery body 15 is changed to something other than a wire mesh body, for example, a bag-shaped metal plate having a large number of through holes formed therein.

【0029】[0029]

【発明の効果】本発明にかかる汚水処理装置の沈澱槽構
造よれば、設備コストの高騰や構造の複雑化の原因につ
ながる従来技術の浮遊物回収口を利用せずに、水面浮遊
物回収体(15)により、浮遊物を確実に回収すること
ができる。
According to the settling tank structure of the sewage treatment apparatus according to the present invention, the floating surface recovery body for water surface is recovered without using the floating material recovery port of the prior art which causes the increase of the equipment cost and the complicated structure. Due to (15), the suspended matter can be reliably collected.

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

【図1】 (a)は第一実施形態にかかる汚水処理装置
を示す概略システム図であり、(b)はその沈澱槽を示
す概略正断面図である。
FIG. 1A is a schematic system diagram showing a sewage treatment apparatus according to a first embodiment, and FIG. 1B is a schematic front sectional view showing a settling tank thereof.

【図2】 図1(b)の沈澱槽を示す概略平断面図であ
る。
FIG. 2 is a schematic plan sectional view showing the settling tank of FIG. 1 (b).

【図3】 (a)は図2のXーX線部分拡大断面図であ
り、(b)は図2のYーY線部分拡大断面図である。
3A is an enlarged cross-sectional view taken along line XX of FIG. 2, and FIG. 3B is a partially enlarged cross-sectional view taken along line YY of FIG.

【図4】 第二実施形態の沈澱槽を示す概略平断面図で
ある。
FIG. 4 is a schematic plan sectional view showing a precipitation tank of a second embodiment.

【図5】 (a)は第二実施形態の沈澱槽を示す概略部
分正断面図であり、(b)は図4のZーZ線部分拡大断
面図である。
5A is a schematic partial front sectional view showing a precipitation tank of a second embodiment, and FIG. 5B is a partially enlarged sectional view taken along the line ZZ of FIG.

【符号の説明】[Explanation of symbols]

2…曝気槽、4…沈澱槽、6…沈澱容器、6a…沈澱汚
泥回収部、7…上澄水溢水溝(上澄水回収部)、14…
水面部汚泥攪拌板、15…水面浮遊物回収体、15a…
貫通孔。
2 ... Aeration tank, 4 ... Sedimentation tank, 6 ... Sedimentation vessel, 6a ... Sedimentation sludge collection part, 7 ... Supernatant water overflow ditch (supernatant water collection part), 14 ...
Water surface sludge stirring plate, 15 ... Water surface floating material recovery body, 15a ...
Through hole.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 沈澱汚泥回収部(6a)を有する沈澱容
器(6)と、上澄水回収部(7)とを備えた沈澱槽
(4)にあって、上澄水回収部(7)付近で沈澱容器
(6)の内部に、多数の貫通孔(15a)を有する水面
浮遊物回収体(15)を移動可能に設けたことを特徴と
する活性汚泥による汚水処理装置における沈澱槽の構
造。
1. A settling tank (4) provided with a settling vessel (6) having a settling sludge collecting section (6a) and a supernatant water collecting section (7), in the vicinity of the supernatant water collecting section (7). A structure of a settling tank in a sewage treatment apparatus using activated sludge, characterized in that a water floating material recovery body (15) having a large number of through holes (15a) is movably provided inside the settling vessel (6).
【請求項2】 請求項1に記載した水面浮遊物回収体
(15)は、回転軸(10)を中心に沈澱容器(6)の
内周面に沿って回動可能に設けられていることを特徴と
する活性汚泥による汚水処理装置における沈澱槽の構
造。
2. The water surface suspended solid recovery body (15) according to claim 1 is provided so as to be rotatable around the rotation shaft (10) along the inner peripheral surface of the precipitation container (6). Of a settling tank in a sewage treatment system using activated sludge characterized by the above.
【請求項3】 請求項1に記載した水面浮遊物回収体
(15)は、回転軸(10)を中心に回転する水面部汚
泥攪拌板(14)と沈澱容器(6)の内周面との間で、
この水面部汚泥攪拌板(14)とともに沈澱容器(6)
の内周面に沿って回動可能に設けられていることを特徴
とする活性汚泥による汚水処理装置における沈澱槽の構
造。
3. A water surface suspended solid recovery body (15) according to claim 1, wherein a water surface sludge agitating plate (14) rotating around a rotating shaft (10) and an inner peripheral surface of a sedimentation container (6). Between
A settling vessel (6) together with the water surface sludge stirring plate (14)
A structure of a settling tank in a sewage treatment apparatus using activated sludge, which is rotatably provided along an inner peripheral surface of the sewage treatment apparatus.
JP7258843A 1995-10-05 1995-10-05 Structure of sedimentation tank in sewage treating equipment using activated sludge Pending JPH0999295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7258843A JPH0999295A (en) 1995-10-05 1995-10-05 Structure of sedimentation tank in sewage treating equipment using activated sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7258843A JPH0999295A (en) 1995-10-05 1995-10-05 Structure of sedimentation tank in sewage treating equipment using activated sludge

Publications (1)

Publication Number Publication Date
JPH0999295A true JPH0999295A (en) 1997-04-15

Family

ID=17325807

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7258843A Pending JPH0999295A (en) 1995-10-05 1995-10-05 Structure of sedimentation tank in sewage treating equipment using activated sludge

Country Status (1)

Country Link
JP (1) JPH0999295A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518560A (en) * 2018-12-17 2019-03-26 宁波市政工程建设集团股份有限公司 A kind of construction site water collection method of comprehensive utilization

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518560A (en) * 2018-12-17 2019-03-26 宁波市政工程建设集团股份有限公司 A kind of construction site water collection method of comprehensive utilization

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