JPH04367791A - Purification tank - Google Patents
Purification tankInfo
- Publication number
- JPH04367791A JPH04367791A JP14009391A JP14009391A JPH04367791A JP H04367791 A JPH04367791 A JP H04367791A JP 14009391 A JP14009391 A JP 14009391A JP 14009391 A JP14009391 A JP 14009391A JP H04367791 A JPH04367791 A JP H04367791A
- Authority
- JP
- Japan
- Prior art keywords
- air
- pipe
- pipes
- tank
- aeration
- 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
Links
- 238000000746 purification Methods 0.000 title 1
- 238000005273 aeration Methods 0.000 claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 238000011001 backwashing Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 238000005192 partition Methods 0.000 description 6
- 244000005700 microbiome Species 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 239000002518 antifoaming agent Substances 0.000 description 4
- 239000005416 organic matter Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、接触ばっ気槽に、給気
管からのエアーを散気する1対の散気管を設けた浄化槽
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a septic tank in which a contact aeration tank is provided with a pair of aeration pipes for diffusing air from an air supply pipe.
【0002】0002
【従来の技術】従来この種の浄化槽にあっては、前記1
対の散気管を前記給気管に連通接続する共通の接続管を
設け、前記1対の散気管の取付位置は浄化槽の底面から
同じ高さにしてあった。[Prior Art] Conventionally, in this type of septic tank, the above-mentioned
A common connecting pipe was provided to connect the pair of air diffuser pipes to the air supply pipe, and the mounting positions of the pair of air diffuser pipes were at the same height from the bottom of the septic tank.
【0003】0003
【発明が解決しようとする課題】ところが、浄化槽を設
置する場合、槽自体を厳密に水平に据え付けることは難
しく、多少は傾いて設置される場合がある。このような
場合、前記1対の散気管の夫々の高さが異なる結果とな
るため、低い方の散気管における散気量が、高い方の散
気管における散気量よりも小さくなる。そのため、接触
ばっ気槽内の被処理水の流れが不均等になり、低流速域
における接触材に汚泥や微生物が付着して接触材の閉塞
を起こす等、生物処理の効率低下を来し、沈殿槽内汚泥
だまりやスカム発生等の原因ともなる。本発明の目的は
、仮に浄化槽が多少傾いた姿勢で設置されたり、或は、
前記両散気管の散気孔の間隔や大きさ等に多少の製作誤
差があったとしても、両散気管によるばっ気がバランス
よく行われるよう簡単に調整でき、その結果、効率よく
生物処理を行うことのできる浄化槽を提供することにあ
る。[Problems to be Solved by the Invention] However, when installing a septic tank, it is difficult to install the tank itself strictly horizontally, and the tank may be installed at a slight incline. In such a case, the heights of the pair of air diffusers are different, so that the amount of air diffused in the lower one is smaller than the amount of air diffused in the higher one. As a result, the flow of the water to be treated in the contact aeration tank becomes uneven, and sludge and microorganisms adhere to the contact material in the low flow rate region, causing blockage of the contact material, reducing the efficiency of biological treatment. It also causes sludge accumulation and scum in the settling tank. The purpose of the present invention is to prevent the septic tank from being installed in a slightly inclined position, or
Even if there is some manufacturing error in the spacing or size of the aeration holes of both aeration pipes, it can be easily adjusted so that aeration by both aeration pipes is performed in a well-balanced manner, and as a result, biological treatment can be carried out efficiently. Our goal is to provide a septic tank that can
【0004】0004
【課題を解決するための手段】この目的を達成するため
、本発明による浄化槽の特徴構成は前記1対の散気管を
各別に前記給気管に連通接続する1対の第1、第2接続
管を設け、前記1対の散気管の各取付位置に高低差を設
け、高い位置の前記散気管に接続した前記第1接続管と
、低い位置の前記散気管に接続した前記第2接続管の内
、前記第1接続管にエアー流量調整用バルブを設けてあ
ることにある。[Means for Solving the Problems] In order to achieve this object, the septic tank according to the present invention has a characteristic configuration that includes a pair of first and second connecting pipes that separately connect the pair of air diffuser pipes to the air supply pipe. a height difference is provided at each mounting position of the pair of air diffuser pipes, and the first connecting pipe is connected to the air diffuser pipe at a higher position, and the second connecting pipe is connected to the air diffuser pipe at a lower position. Among these, the first connecting pipe is provided with an air flow rate adjusting valve.
【0005】[0005]
【作用】つまり、前記1対の散気管の取付位置に意図的
に高低差を設けることによって、例えば浄化槽の据え付
け時にその姿勢が多少傾いても、両散気管の高低関係が
逆転することがないようにできる。このような高低差を
設けると、散気を行う場合、高い位置の散気管における
水圧は、低い位置の散気管における水圧よりも小さいの
で、高い位置の散気管からの散気量の方が低い位置の散
気管からの散気量よりも大きくなる。従って、高い位置
の前記散気管に接続した前記第1接続管と、低い位置の
前記散気管に接続した第2接続管の内、前記第1接続管
のみに流量調整用バルブを設けるだけで、これを絞るこ
とによって前記両散気管から供給されるばっ気用エアー
の流量をバランスよく保つことができる。つまり、前記
第2接続管には、流量調整用バルブを設ける必要がない
。[Function] In other words, by intentionally creating a height difference between the installation positions of the pair of diffuser pipes, the height relationship between the two diffuser pipes will not be reversed, even if the septic tank is slightly tilted, for example, when installing the septic tank. You can do it like this. If such a difference in height is provided, when performing aeration, the water pressure in the diffuser pipes in the high position is lower than the water pressure in the diffuser pipes in the lower position, so the amount of air diffused from the diffuser pipes in the higher position is lower. This will be larger than the amount of air diffused from the diffuser pipe at the location. Therefore, of the first connecting pipe connected to the aeration pipe at a high position and the second connecting pipe connected to the aeration pipe at a low position, only the first connecting pipe is provided with a flow rate adjustment valve. By throttling this, the flow rate of the aeration air supplied from both the aeration pipes can be maintained in a well-balanced manner. That is, there is no need to provide a flow rate regulating valve in the second connecting pipe.
【0006】[0006]
【発明の効果】従って、浄化槽の設置時にその姿勢が多
少傾いても、両散気管の高低関係が逆転することがない
と、従来の構成における場合のように、両散気管の高さ
を同じレベルに合わせるために浄化槽の姿勢を厳密に水
平に保ちながら据え付ける必要がなく、前記据え付け工
事が容易である。又、前記両散気管を同じレベルに設け
、それぞれの散気管に各別に接続管を接続する構成も考
えられるが、これでは、据え付け終了後、浄化槽に水を
張って、ばっ気を行って見なければ、どちらの散気管か
らの散気量の方が大きくなるか判断できないので、据え
付けの段階では、両方の接続管に夫々調整用バルブを設
けざるを得ないのに比べ、本発明の構成による場合は、
高い位置の前記散気管が一意的に確定しているから、こ
れに接続する前記第1接続管のみに流量調整用バルブを
設け、この流量調整用バルブを調整するだけで両散気管
から供給されるばっ気用エアーの流量をバランスよく保
つことができる。つまり、仮に浄化槽が多少傾いた姿勢
で設置されたり、或は、前記両散気管の散気孔の間隔や
大きさ等に多少の製作誤差があったり、散気気管受けの
取付けの水平誤差が多少あったとしても、バランスよく
ばっ気ができるよう一つの流量調整バルブだけで簡単に
調整でき、効率よく生物処理を行うことのできる浄化槽
を提供することができた。しかも、第2接続管には流量
調整バルブを設けなくともよいために、製品コストを安
くできる。[Effects of the Invention] Therefore, even if the septic tank is tilted to some extent during installation, if the height relationship of both diffuser pipes is not reversed, it is necessary to keep both diffuser pipes at the same height as in the conventional configuration. There is no need to maintain the septic tank strictly horizontal when installing it to match the level, and the installation work is easy. It is also possible to install both the diffuser pipes at the same level and connect a separate connection pipe to each diffuser pipe, but in this case, after the installation is complete, the septic tank is filled with water and aerated. If not, it would be impossible to determine which diffuser pipe would diffuse a larger amount of air, so at the installation stage, both connecting pipes would have to be provided with adjustment valves. In the case of
Since the air diffuser pipe at the higher position is uniquely determined, a flow rate adjustment valve is provided only on the first connection pipe connected to this, and by simply adjusting this flow rate adjustment valve, the air can be supplied from both air diffuser pipes. The flow rate of air for ventilation can be maintained in a well-balanced manner. In other words, if the septic tank is installed in a slightly tilted position, or if there is some manufacturing error in the spacing or size of the diffuser holes of both the diffuser pipes, or if there is some horizontal error in the installation of the diffuser pipe holder, Even if there is, it is possible to provide a septic tank that can easily adjust the flow rate with just one flow adjustment valve so that aeration can be well-balanced, and that can perform biological treatment efficiently. Moreover, since there is no need to provide a flow rate adjustment valve in the second connecting pipe, the product cost can be reduced.
【0007】[0007]
【実施例】以下図に基づいて、本発明の実施例を説明す
る。図1、図2、及び図3に平面図、縦断側面図、及び
縦断正面図を示すように、上流側から、嫌気濾床槽第1
室N1、嫌気濾床槽第2室N2、接触ばっ気槽E、続い
て沈殿槽Pを設けて浄化槽を構成してある。嫌気濾床槽
第1、第2室N1,N2は、被処理水中の有機物を嫌気
分解する嫌気性微生物を育成して、その生物膜を定着さ
せるために濾床F1、F2を設けてある。嫌気濾床槽第
1、第2室N1,N2では、ばっ気を行わない。接触ば
っ気槽Eは、被処理水中の有機物やアンモニア性窒素等
を酸化分解する好気性微生物を育成定着させるための接
触材Cを設け、接触ばっ気槽E内に被処理水の循環流を
生ぜしめて、有機物を含有する被処理水を、前記接触材
Cに育成定着させた好気性微生物とよく接触させながら
、この好気性微生物に必要な酸素を常に与えるためのば
っ気用エアーを供給する多数の孔を有する散気管D1,
D2を設けると共に、生物膜の付き過ぎや汚泥による前
記接触材Cの閉塞防止のための逆洗用エアーを供給する
逆洗管R1,R2を設けてある。接触ばっ気槽Eからの
被処理水は底部から沈殿槽Pに移流し、沈殿槽Pからの
上澄み液は消毒槽Sを経て放流管11から放流されるよ
うにしてある。流入管10から流入する被処理水の流量
に伴って、嫌気濾床槽第1室N1の濾床F1の下から被
処理水が上昇して嫌気濾床槽第2室N2側にオーバーフ
ローし、濾床F2の下に自然移流するように、嫌気濾床
槽第1室N1と嫌気濾床槽第2室N2との間の隔壁5に
は、1対の移流管L1,L2を浄化槽の流路方向中心線
に対して左右対称に設け、移流管L1,L2の上部にオ
ーバーフロー部V1,V2を設けてある。嫌気濾床槽第
2室N2と接触ばっ気槽Eの間の隔壁13には上部中央
に1箇所オーバーフロー部V3を設けてある。接触ばっ
気槽Eには、適宜、底部に堆積した汚泥を掃除するため
のバキュームホースを容易に挿入できるよう、下流側の
隔壁に沿って底部から立ち上げた汚泥引き抜き口Qを設
けてある。前記散気管D1,D2は、図3に示すように
、各別に第1、第2接続管1,2を介して、前記給気管
3に連通接続し、前記散気管D1,D2の各取付位置に
高低差を設け、高い位置の前記散気管D1に接続した前
記第1接続管1と、低い位置の前記散気管D2に接続し
た前記第2接続管2の内、前記第1接続管1のみにエア
ー流量調整用バルブ4を設けてある。前記逆洗管R1,
R2は多数のエアー供給孔を有するリング状に形成し、
前記接触材の下で、且つ前記高い方の位置の散気管D1
よりも高い位置に、互いに同じレベルで設け、各別に開
閉バルブ7、8を有する接続管5,6を介して前記給気
管3に連通接続してある。以上の構成により、前記流量
調整用バルブを調整するだけの簡単な操作で、前記散気
管D1,D2からのエアー供給量をバランスよく保つこ
とができる。平常は、逆洗をしないので、前記開閉バル
ブ7,8は何れも閉状態にしておけばよい。逆洗を行う
ときは、前記開閉バルブ7,8のいずれか一方だけを開
状態にして接触材Cの片半分の逆洗だけを先に行い、次
に他方だけを開状態にして残り半分の逆洗を行うと、充
分なエアー流量が得られるので逆洗が行いやすい。又、
上述のように、逆洗管7,8をいずれも散気管D1,D
2よりも高い位置に設けてあるので、散気用エアーをバ
ルブ操作によって止めなくても、逆洗中は、散気用エア
ーが供給されない。したがって逆洗のためのバルブ操作
が簡単であるばかりでなく、逆洗を終了した後も散気管
D1,D2からのエアー供給量のバランスを保つために
再度流量調整を行う必要がない。尚、接触ばっ気槽Eに
は、下流側の隔壁14上部の中央に近い位置に、固形消
泡剤を収容して固定するための消泡剤固定具Hをもうけ
てある。図4は、消泡剤固定具Hの取付状態を上流側か
ら見た斜視図である。消泡剤固定具Hは側面と底面を網
状に形成し、隔壁14の上端から吊下げられるように、
長孔と止め付けねじを有する2本のアームを設けて、高
さ変更自在に隔壁14の上端に取り付けられるようにし
てある。[Embodiment] An embodiment of the present invention will be described below based on the drawings. As shown in the plan view, vertical side view, and vertical front view in FIGS. 1, 2, and 3, from the upstream side, the first anaerobic filter bed tank
A septic tank is constructed by providing a chamber N1, a second anaerobic filter bed chamber N2, a contact aeration tank E, and a settling tank P. The first and second chambers N1 and N2 of the anaerobic filter bed tank are provided with filter beds F1 and F2 for cultivating anaerobic microorganisms that anaerobically decompose organic matter in the water to be treated and fixing the biofilm thereon. Aeration is not performed in the first and second chambers N1 and N2 of the anaerobic filter bed tank. The contact aeration tank E is equipped with a contact material C for cultivating and fixing aerobic microorganisms that oxidize and decompose organic matter and ammonia nitrogen in the water to be treated, and a circulating flow of the water to be treated is provided in the contact aeration tank E. While bringing the water to be treated containing organic matter into good contact with the aerobic microorganisms grown and settled on the contact material C, aeration air is supplied to constantly provide the aerobic microorganisms with the necessary oxygen. Diffuser pipe D1 having a large number of holes,
In addition to D2, backwash pipes R1 and R2 are also provided for supplying backwash air to prevent the contact material C from being clogged with excessive biofilm or sludge. The water to be treated from the contact aeration tank E is advected to the sedimentation tank P from the bottom, and the supernatant liquid from the sedimentation tank P is discharged from the discharge pipe 11 via the disinfection tank S. With the flow rate of the water to be treated flowing in from the inflow pipe 10, the water to be treated rises from below the filter bed F1 of the first chamber N1 of the anaerobic filter bed tank and overflows to the second chamber N2 side of the anaerobic filter bed tank, A pair of advection pipes L1 and L2 are connected to the partition wall 5 between the anaerobic filter bed tank first chamber N1 and the anaerobic filter bed tank second chamber N2 so that the flow of the septic tank is naturally advected under the filter bed F2. Overflow portions V1 and V2 are provided symmetrically with respect to the center line in the road direction, and overflow portions V1 and V2 are provided above the advection tubes L1 and L2. The partition wall 13 between the second chamber N2 of the anaerobic filter bed tank and the contact aeration tank E is provided with an overflow part V3 at one location in the center of the upper part. The contact aeration tank E is provided with a sludge outlet Q rising from the bottom along the downstream partition wall so that a vacuum hose can be easily inserted to clean the sludge accumulated at the bottom. As shown in FIG. 3, the air diffuser pipes D1 and D2 are connected to the air supply pipe 3 through first and second connecting pipes 1 and 2, respectively, and the air diffuser pipes D1 and D2 are connected at respective mounting positions. A height difference is provided between the first connecting pipe 1 connected to the diffuser pipe D1 at a higher position and the second connecting pipe 2 connected to the diffuser pipe D2 at a lower position, only the first connecting pipe 1. An air flow rate adjustment valve 4 is provided at the bottom. The backwash pipe R1,
R2 is formed into a ring shape having a large number of air supply holes,
Diffuser pipe D1 below the contact material and at the higher position
They are provided at a higher position and at the same level as each other, and are connected to the air supply pipe 3 via connecting pipes 5 and 6, each having an on-off valve 7 and 8, respectively. With the above configuration, the amount of air supplied from the diffuser pipes D1 and D2 can be maintained in a well-balanced manner by simply adjusting the flow rate adjustment valve. Normally, backwashing is not performed, so both the on-off valves 7 and 8 may be kept closed. When performing backwashing, only one of the on-off valves 7 and 8 is opened, and only one half of the contact material C is backwashed first, and then only the other is opened and the other half is backwashed. When backwashing is performed, sufficient air flow can be obtained, making it easy to perform backwashing. or,
As mentioned above, both the backwash pipes 7 and 8 are connected to the aeration pipes D1 and D.
Since it is provided at a higher position than 2, the diffuser air will not be supplied during backwashing even if the diffuser air is not stopped by valve operation. Therefore, not only is it easy to operate the valve for backwashing, but there is no need to adjust the flow rate again to maintain the balance between the air supply amounts from the diffuser pipes D1 and D2 even after the backwashing is finished. The contact aeration tank E is provided with an antifoam fixture H for storing and fixing a solid antifoam agent at a position close to the center of the upper part of the partition wall 14 on the downstream side. FIG. 4 is a perspective view of the attached state of the antifoam fixing device H, viewed from the upstream side. The antifoam fixing device H has side and bottom surfaces shaped like a net, and is suspended from the upper end of the partition wall 14.
Two arms having elongated holes and set screws are provided so that the arms can be attached to the upper end of the partition wall 14 so that the height can be changed freely.
【0008】尚、特許請求の範囲の項に図面との対照を
便利にするために符号を記すが、該記入により本発明は
添付図面の構成に限定されるものではない。[0008]Although reference numerals are written in the claims for convenience of comparison with the drawings, the present invention is not limited to the structure shown in the accompanying drawings.
【図1】本発明の実施例を示す浄化槽の平面図[Fig. 1] A plan view of a septic tank showing an embodiment of the present invention.
【図2】
本発明の実施例を示す浄化槽の縦断側面図[Figure 2]
Vertical side view of a septic tank showing an embodiment of the present invention
【図3】本発
明の実施例を示す浄化槽の接触ばっ気槽における縦断正
面図[Fig. 3] Longitudinal front view of a contact aeration tank of a septic tank showing an embodiment of the present invention.
【図4】本発明の実施例を示す要部斜視図[Fig. 4] A perspective view of essential parts showing an embodiment of the present invention.
E 接触ばっ気槽 1 第1接続管 2 第2接続管 3 給気管 4 流量調整用バルブ D1 散気管 D2 散気管 E Contact aeration tank 1 First connecting pipe 2 Second connecting pipe 3 Air supply pipe 4 Flow rate adjustment valve D1 Diffuser pipe D2 Diffuser pipe
Claims (1)
のエアーを散気する1対の散気管(D1),(D2)を
設けた浄化槽であって、前記1対の散気管(D1),(
D2)を各別に前記給気管(3)に連通接続する1対の
第1、第2接続管(1),(2)を設け、前記1対の散
気管(D1),(D2)の各取付位置に高低差を設け、
高い位置の前記散気管(D1)に接続した前記第1接続
管(1)と、低い位置の前記散気管(D2)に接続した
前記第2接続管(2)の内、前記第1接続管(1)にエ
アー流量調整用バルブ(4)を設けてある浄化槽。1. A septic tank in which a contact aeration tank E is provided with a pair of aeration pipes (D1) and (D2) for aerating air from an air supply pipe (3), wherein the pair of aeration pipes (D1), (
A pair of first and second connecting pipes (1) and (2) are provided, each of which connects each of the air diffuser pipes (D2) to the air supply pipe (3), and each of the pair of air diffuser pipes (D1) and (D2) Create a height difference in the mounting position,
The first connecting pipe (1) connected to the air diffuser pipe (D1) at a high position and the second connecting pipe (2) connected to the air diffuser pipe (D2) at a low position. A septic tank (1) is equipped with an air flow rate adjustment valve (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14009391A JPH04367791A (en) | 1991-06-12 | 1991-06-12 | Purification tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14009391A JPH04367791A (en) | 1991-06-12 | 1991-06-12 | Purification tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04367791A true JPH04367791A (en) | 1992-12-21 |
Family
ID=15260793
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14009391A Pending JPH04367791A (en) | 1991-06-12 | 1991-06-12 | Purification tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04367791A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009112942A (en) * | 2007-11-06 | 2009-05-28 | Nikko Co | Aeration device |
JP2014221447A (en) * | 2013-05-13 | 2014-11-27 | フジクリーン工業株式会社 | Water treatment apparatus |
-
1991
- 1991-06-12 JP JP14009391A patent/JPH04367791A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009112942A (en) * | 2007-11-06 | 2009-05-28 | Nikko Co | Aeration device |
JP2014221447A (en) * | 2013-05-13 | 2014-11-27 | フジクリーン工業株式会社 | Water treatment apparatus |
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