JPH0468037B2 - - Google Patents
Info
- Publication number
- JPH0468037B2 JPH0468037B2 JP24014587A JP24014587A JPH0468037B2 JP H0468037 B2 JPH0468037 B2 JP H0468037B2 JP 24014587 A JP24014587 A JP 24014587A JP 24014587 A JP24014587 A JP 24014587A JP H0468037 B2 JPH0468037 B2 JP H0468037B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- tank
- inflow
- advection
- nozzle
- 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
Links
- 238000001914 filtration Methods 0.000 claims description 20
- 238000005273 aeration Methods 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 11
- 238000004140 cleaning Methods 0.000 claims description 7
- 238000005192 partition Methods 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 claims description 2
- 238000013459 approach Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 230000007774 longterm Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000011045 prefiltration Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 238000010411 cooking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は、小型合併処理浄化槽における嫌気性
濾床と好気性濾床との間に介装する小型合併処理
浄化槽用流入ノズルの洗滌装置に関するものであ
る。[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a cleaning device for an inlet nozzle for a small-sized combined treatment septic tank, which is interposed between an anaerobic filter bed and an aerobic filter bed in a small-sized combined treatment septic tank. It is.
従来の小型合併処理浄化槽にあつては、嫌気性
濾床最終槽(以下これを予備濾過槽と称す)と好
気性濾床(以下これを曝気槽と称す)とを区分す
る隔壁に、例えば直径が100mm以上の口径を有す
る配管を挿通するか。あるいは100mm以上の開口
部を設けて、予備濾過槽内の汚水が曝気槽内に流
入されるようになつている。ところが、このよう
な構成では、予備濾過槽よりバツキ槽への使用水
の状態では一時に多量の水が流入すると高効率の
浄化能力が得られ難いという不具合があつた。そ
こでこの不具合を解消するために、浄化槽の予備
濾過槽と曝気槽とを貫通する流入管の予備濾過槽
側開口端部を正常水位よりも下方に位置する流入
ノズルを設けると共に、その曝気槽側開口端部
は、曝気槽内底面近傍に位置せしめ、さらに上記
予備濾過槽と曝気槽との間に上記流入管の位置よ
りも高位置に最上位が位置されるバイパス管を具
備せしめた小型合併処理浄化槽用流量調節装置を
提案している。
In conventional small combined treatment septic tanks, the partition wall that separates the anaerobic filter bed final tank (hereinafter referred to as the preliminary filtration tank) and the aerobic filter bed (hereinafter referred to as the aeration tank) has a diameter, for example. Will it be inserted through piping with a diameter of 100 mm or more? Alternatively, an opening of 100 mm or more is provided so that the wastewater in the preliminary filtration tank can flow into the aeration tank. However, with such a configuration, there is a problem in that it is difficult to obtain a highly efficient purification ability when a large amount of water flows into the filter tank at a time when the water is used in the filter tank rather than in the pre-filtration tank. Therefore, in order to eliminate this problem, an inflow nozzle is installed so that the open end of the inflow pipe that passes through the preliminary filtration tank and the aeration tank of the septic tank is located below the normal water level on the side of the preliminary filtration tank, and an inflow nozzle is installed on the side of the aeration tank. The open end is located near the inner bottom of the aeration tank, and a bypass pipe is further provided between the preliminary filtration tank and the aeration tank, the uppermost part of which is located at a higher position than the inflow pipe. We are proposing a flow rate adjustment device for treatment septic tanks.
ところが、かかる装置にあつては、その長期使
用によつて、流入管の内周面に不純物が付着し、
特にその流入管に設けられている小口径の流入ノ
ズル内面にあつては不純物の付着による目詰りが
生じやすく、この原因で有効な浄化ができなくな
るといつた問題点が生じる。 However, with such devices, impurities adhere to the inner circumferential surface of the inflow pipe due to long-term use.
In particular, the inner surface of the small-diameter inflow nozzle provided in the inflow pipe is likely to become clogged due to adhesion of impurities, which causes problems such as inability to perform effective purification.
〔発明の目的〕
本発明はかかる問題点を解消するためになされ
たもので、予備濾過槽内の流面に浮遊するフロー
トと、このフロートと一体のブラシを設け、予備
濾過槽内の液面変動に伴なつて浮動するフロート
の動作に連動するブラシの動作で、流入ノズルの
内面を洗滌することができるようにした浄化槽に
おける流入ノズルの洗滌装置を提供することにあ
る。[Object of the Invention] The present invention has been made to solve these problems, and includes a float floating on the flow surface in the preliminary filtration tank and a brush integrated with the float, which improves the liquid level in the preliminary filtration tank. To provide a cleaning device for an inflow nozzle in a septic tank, which can wash the inner surface of the inflow nozzle by the operation of a brush linked to the operation of a float that floats with fluctuations.
以下に本発明を図面に示す実施例に基いて詳細
に説明する。
The present invention will be explained in detail below based on embodiments shown in the drawings.
1は小型合併処理用浄化槽における予備濾過槽
であり、2は隔壁3により区分されている曝気槽
であつて、この曝気槽2の内底部には不図示の接
触材を積重ね保持するための棚4が形成されてい
る。上記の予備濾過槽1及び曝気槽2の外側には
各々の処理槽を有するものでであるが、これらの
処理槽は、本実施例には直接関係がないので図示
を省略する。5は隔壁3を貫通する移流管であつ
て、この移流管5の予備濾過槽1側端部には、そ
の移流管5の位置よりも下方に下向きの流入ノズ
ル6が位置される流入管7と、その移流管5の位
置よりも上方へ立上る立上り管8と、この立上り
管8より水平方向に延び水平管9とこの水平管9
の端部より下方へ延びて、上記流入ノズル6の上
下位置まで接近するバイパス管10が接続されて
いる。さらに上記移流管5の曝気槽側端部には、
上記した棚4の下方へ延びる流出管11が接続さ
れている。12は予備濾過槽1内の液面に浮遊す
るフロートであつて、このフロート12には、前
記の立上り管8及び流入管7内を通り、さらに流
入ノズル6内を貫通する芯棒13が取付けられて
おり、さらにこの芯棒13の流入ノズル6からの
突出端部にはブラシ14が設けられている。15
は前記水平管9に一体的に設けられていて、上記
の芯棒13を上下移動可能に支持している芯棒支
持部を示す。 1 is a preliminary filtration tank in a small-scale combined treatment septic tank, and 2 is an aeration tank separated by a partition wall 3. At the inner bottom of this aeration tank 2 is a shelf for stacking and holding contact materials (not shown). 4 is formed. Each treatment tank is provided outside the preliminary filtration tank 1 and the aeration tank 2, but since these processing tanks are not directly related to this embodiment, illustration thereof is omitted. Reference numeral 5 denotes an advection pipe passing through the partition wall 3, and at the end of the advection pipe 5 on the side of the preliminary filtration tank 1, there is an inflow pipe 7 in which a downward inflow nozzle 6 is located below the position of the advection pipe 5. , a riser pipe 8 rising above the position of the advection pipe 5 , a horizontal pipe 9 extending horizontally from this riser pipe 8 , and a horizontal pipe 9 extending horizontally from this riser pipe 8 .
A bypass pipe 10 extending downward from the end of the inlet nozzle 6 and approaching the upper and lower positions of the inflow nozzle 6 is connected thereto. Furthermore, at the aeration tank side end of the advection pipe 5,
An outflow pipe 11 extending downward from the shelf 4 described above is connected thereto. Reference numeral 12 denotes a float floating on the liquid surface in the preliminary filtration tank 1, and a core rod 13 is attached to this float 12, which passes through the riser pipe 8 and the inflow pipe 7, and further penetrates into the inflow nozzle 6. Further, a brush 14 is provided at the end of the core rod 13 protruding from the inflow nozzle 6. 15
indicates a core support portion which is provided integrally with the horizontal tube 9 and supports the core rod 13 so as to be movable up and down.
以上が本実施例の構成であるが、次にその作用
について述べると、予備濾過槽1内の液は、流入
ノズル6、流入管7、移流管5、流出管11を経
て曝気槽2内に流入され、通常は水位AとBとの
間で安定している。ところが、流入ノズル6が詰
つたり、あるいは洗濯水、風呂水、炊事排水等が
一度に排水されると、その予備濾過槽1内の水位
は急激に増水し、例えばその水位がCとDに変位
する。この変位によつて、予備濾過槽1内の液は
バイパス管10を経て曝気槽2内へ流入され、そ
の結果、予備濾過槽1内の水位は次第に降下し、
正常な水位AとBとの間に戻るものであるが、本
実施例にあつては、予備濾過槽1の液面に浮遊す
るフロート12を有し、さらにこのフロート12
に取付けられている芯棒13にブラシ14が設け
られていることから、液面の変動に伴なつてフロ
ート12が上下動すれば、この上下動作でブラシ
14が流入ノズル6の内面を擦り、その結果流入
ノズル6内周面が適宜時に清掃されるので、流入
ノズル6の詰りを未然に防止することができるも
のである。 The above is the configuration of this embodiment.Next, the operation will be described.The liquid in the preliminary filtration tank 1 passes through the inflow nozzle 6, the inflow pipe 7, the advection pipe 5, and the outflow pipe 11, and then flows into the aeration tank 2. It is normally stable between water levels A and B. However, if the inflow nozzle 6 becomes clogged, or if washing water, bath water, cooking waste water, etc. are drained all at once, the water level in the preliminary filtration tank 1 will rise rapidly, and for example, the water level will rise to C and D. Displace. Due to this displacement, the liquid in the preliminary filtration tank 1 flows into the aeration tank 2 via the bypass pipe 10, and as a result, the water level in the preliminary filtration tank 1 gradually falls.
The water level returns to between the normal water levels A and B. In this embodiment, a float 12 is provided which floats on the liquid surface of the preliminary filtration tank 1.
Since the brush 14 is provided on the core rod 13 attached to the core rod 13, when the float 12 moves up and down as the liquid level fluctuates, the brush 14 rubs the inner surface of the inflow nozzle 6 with this up and down movement. As a result, the inner circumferential surface of the inflow nozzle 6 is cleaned at appropriate times, so clogging of the inflow nozzle 6 can be prevented.
従つてこの実施例によれば、予備濾過槽1内に
おける液面の変動を利用して、流入ノズル6内の
清掃を行なうことができるので、長期使用によつ
て懸念される流入ノズルの詰りを、動力、人力を
要しないで未然に防止することができる効果があ
る。 Therefore, according to this embodiment, the inside of the inflow nozzle 6 can be cleaned by utilizing the fluctuation of the liquid level in the preliminary filtration tank 1, so that clogging of the inflow nozzle, which is a concern due to long-term use, can be avoided. This has the effect of being able to prevent accidents without requiring power or human power.
以上のように本発明は、嫌気性濾床最終槽1
と、好気性濾床2を有し、その嫌気性濾床最終槽
1内の液を、好気性濾床2へ導くための流入ノズ
ル6を嫌気性濾床最終槽1に設けている小型合併
処理浄化槽において、前記嫌気性濾床最終槽1内
の液面に浮遊するフロート12と、このフロート
12に取付けられると共に上記流入ノズル6内に
遊挿される芯棒13と、該芯棒に取付けられて、
上記フロートの上下動作に伴なつて流入ノズル6
の内周面を清掃するブラシ14設けた小型合併処
理浄化槽のノズル洗滌装置である。
As described above, the present invention provides an anaerobic filter bed final tank 1
and an aerobic filter bed 2, and the anaerobic filter bed final tank 1 is provided with an inflow nozzle 6 for guiding the liquid in the anaerobic filter bed final tank 1 to the aerobic filter bed 2. In the treatment septic tank, a float 12 floating on the liquid surface in the anaerobic filter bed final tank 1, a core rod 13 attached to the float 12 and loosely inserted into the inflow nozzle 6, and a core rod 13 attached to the core rod. hand,
As the float moves up and down, the inflow nozzle 6
This is a nozzle cleaning device for a small combined treatment septic tank equipped with a brush 14 for cleaning the inner peripheral surface of the tank.
従つてこのノズル洗滌装置によれば、嫌気性濾
床最終槽1内における液面の変動を利用して流入
ノズル6内の清掃が適宜時に行なわれるので、長
期使用によつても流入ノズル内が詰るといつた不
具合がなく、しかもその流入ノズルの清浄は、動
力、人力を使用することなく行なわれるので手間
がかかることなく便利に行なわれるといつた効果
がある。
Therefore, according to this nozzle cleaning device, the inside of the inflow nozzle 6 is cleaned at an appropriate time by utilizing fluctuations in the liquid level in the final tank 1 of the anaerobic filter bed, so that the inside of the inflow nozzle 6 can be cleaned even after long-term use. There are no problems such as clogging, and since the inlet nozzle is cleaned without using power or human power, it is convenient and time-consuming.
図面は本発明よりなるノズル洗滌装置を示した
説明図である。
1……予備濾過槽、2……曝気槽、3……隔
壁、4……棚、5……移流管、6……流入ノズ
ル、7……流入管、8……立上り管、9……水平
管、10……バイパス管、11……流出管、12
……フロート、13……芯棒、14……ブラシ、
15……芯棒支持部。
The drawing is an explanatory diagram showing a nozzle cleaning device according to the present invention. 1... Prefiltration tank, 2... Aeration tank, 3... Partition wall, 4... Shelf, 5... Advection pipe, 6... Inflow nozzle, 7... Inflow pipe, 8... Standing pipe, 9... Horizontal pipe, 10... Bypass pipe, 11... Outflow pipe, 12
...Float, 13...Core rod, 14...Brush,
15... Core rod support part.
Claims (1)
3を貫通する移流管5を設け、この移流管5の予
備濾過槽1側端部には、その移流管5の位置より
も下方に下向きの流入ノズル6が位置される流入
管7と、その移流管5の位置よりも上方に立上る
立上り管8と、この立ち上り管8より水平方向に
延びる水平管9と、この水平管9の端部より下方
に延びて上記流入ノズル6の上下位置まで接近す
るバイパス管10が接続され、他方、前記移流管
5の曝気槽側端部には、棚4の下方へ延びびる流
出管11が接続され、また、前記予備濾過槽1内
の液面にフロート12を浮遊させ、このフロート
12に前記の立立上り管8、流入管7及び流入ノ
ズル6内を貫通する芯棒13が取り付けられ、
又、該芯棒13の流入ノズル6からの突出端部に
ブラツシ14が設けられ、更に、この芯棒13を
水平管9に一体的に設けられた心棒支持部材15
に上下移動可能に支持してなるこことを特徴とす
る小型合併処理浄化槽における流量調節用のノズ
ル洗滌装置。1 The partition wall 3 between the preliminary filtration tank 1 and the aeration tank 2 is provided with an advection pipe 5 that penetrates the partition wall 3, and at the end of the advection pipe 5 on the side of the preliminary filtration tank 1, there is a part below the position of the advection pipe 5. An inflow pipe 7 in which a downward inflow nozzle 6 is located, a riser pipe 8 rising above the position of the advection pipe 5, a horizontal pipe 9 extending horizontally from this riser pipe 8, and this horizontal pipe 9. A bypass pipe 10 is connected to the advection pipe 5 which extends downward from the end thereof and approaches the upper and lower positions of the inflow nozzle 6. On the other hand, an outflow pipe 11 which extends below the shelf 4 is connected to the aeration tank side end of the advection pipe 5. A float 12 is suspended on the liquid surface in the preliminary filtration tank 1, and a core rod 13 that passes through the riser pipe 8, inflow pipe 7, and inflow nozzle 6 is attached to the float 12. ,
A brush 14 is provided at the protruding end of the core rod 13 from the inflow nozzle 6, and a mandrel support member 15 is provided to support the core rod 13 integrally with the horizontal pipe 9.
A nozzle cleaning device for adjusting the flow rate in a small-sized combined treatment septic tank, characterized by being supported movably up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24014587A JPS6485193A (en) | 1987-09-25 | 1987-09-25 | Cleaner for flow-controlling nozzle in combined, small-sized treating and purifying tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24014587A JPS6485193A (en) | 1987-09-25 | 1987-09-25 | Cleaner for flow-controlling nozzle in combined, small-sized treating and purifying tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6485193A JPS6485193A (en) | 1989-03-30 |
| JPH0468037B2 true JPH0468037B2 (en) | 1992-10-30 |
Family
ID=17055164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24014587A Granted JPS6485193A (en) | 1987-09-25 | 1987-09-25 | Cleaner for flow-controlling nozzle in combined, small-sized treating and purifying tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6485193A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1991004230A1 (en) * | 1989-09-12 | 1991-04-04 | Tsutae Hiromatsu | Combination type septic tank |
-
1987
- 1987-09-25 JP JP24014587A patent/JPS6485193A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6485193A (en) | 1989-03-30 |
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