JPH02107304A - Filtering apparatus - Google Patents

Filtering apparatus

Info

Publication number
JPH02107304A
JPH02107304A JP25953688A JP25953688A JPH02107304A JP H02107304 A JPH02107304 A JP H02107304A JP 25953688 A JP25953688 A JP 25953688A JP 25953688 A JP25953688 A JP 25953688A JP H02107304 A JPH02107304 A JP H02107304A
Authority
JP
Japan
Prior art keywords
drain
siphon
tank
drainage
water level
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.)
Granted
Application number
JP25953688A
Other languages
Japanese (ja)
Other versions
JPH0655242B2 (en
Inventor
Hiroshi Motohashi
本橋 寛
Yasuhiro Mitsui
三井 康弘
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.)
Ebara Corp
Original Assignee
Ebara Infilco Co Ltd
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 Ebara Infilco Co Ltd filed Critical Ebara Infilco Co Ltd
Priority to JP63259536A priority Critical patent/JPH0655242B2/en
Publication of JPH02107304A publication Critical patent/JPH02107304A/en
Publication of JPH0655242B2 publication Critical patent/JPH0655242B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To ensure the prevention of the outflowing of filter material accompanied by the movement of the filter material due to the flowing liquid at the time of cleaning by automatically creating a siphonage making use of the lowering of the water level of a tank and bringing down the water level to a sufficiently lower predetermined elevation than that of a back washing drain conduit before air cleaning. CONSTITUTION:A tank 1 is divided by a vertical separating wall 2 into a drain 3 and a filter chamber 5 constituting a filter material layer. A back washing drain conduit 6, provided in the filter chamber 5, is communicated with the drain 3. A drain outlet conduit 8 provided outside the tank 1 is communicated with the drain 3 through a drain siphon 9 capable of the formation and destruction of the siphonage. A siphon forming pipe 3 is provided which has one end thereof placed open between the drain conduit 6 and the filter material layer 4 and the other end thereof placed open in the drain siphon 9 at an elevation above the high water level of the tank 1 and which is fitted with a drain siphon destruction valve 14. As a result, at automatic siphone is formed using the lowering of the water level of the tank 1 and the water level is lowered to a predetermined water level of the tank, ensuring the prevention of the flowing out of the filter material at the time of cleaning.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、上水、工業用水その他の液体を濾過浄化する
ための空気洗浄を行うサイフオン式重力濾過装置に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a siphon-type gravity filtration device that performs air cleaning for filtering and purifying clean water, industrial water, and other liquids.

〔従来の技術〕[Conventional technology]

重力濾過装置においては、濾過中に捕捉した濁質の蓄積
により濾過抵抗が増大した濾材層を更新するために、濾
材層の下部から空気を圧入して濾材層を流動攪拌する空
気洗浄が行われている。
In gravity filtration devices, in order to renew the filter layer whose filtration resistance has increased due to the accumulation of turbidity captured during filtration, air cleaning is performed by pressurizing air from the bottom of the filter layer and fluidizing and agitating the filter layer. ing.

この濾材層の空気洗浄に先立ち、あらかじめ槽内の水位
を逆洗排水樋の上端よりも十分に下げておかないと、圧
入した空気によって水面が膨張し、流動状態となった炉
材が逆洗排水樋中に流出し、炉材の損失をきたす。
If the water level in the tank is not lowered sufficiently below the top of the backwash drain gutter before cleaning the filter layer, the water surface will expand due to the injected air and the fluidized furnace material will be backwashed. It will flow into the drainage gutter and cause loss of furnace material.

そのために、濾過装置に機械的、電気的制御装置を付属
させ、槽内水位を下げるための特別な操作を行っていた
For this purpose, mechanical and electrical control devices were attached to the filtration device, and special operations were performed to lower the water level in the tank.

また、このような制御装置や操作をできるだけ簡便にす
べく、実公昭60−22964号公報に示されるように
、逆洗排水樋と濾材層との間に排水弁を備えた中間排水
管を設けたものも考案されていた。
In addition, in order to make such control devices and operations as simple as possible, as shown in Japanese Utility Model Publication No. 60-22964, an intermediate drain pipe equipped with a drain valve is provided between the backwash drain gutter and the filter layer. Something was also devised.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、槽内水位を逆洗排水樋よりも十分に下げ
るための従来の制御装置は、構造的に複雑であり、取扱
いや維持管理においても不便であった。
However, conventional control devices for lowering the water level in the tank sufficiently below the backwash drainage gutter are structurally complex and inconvenient in handling and maintenance.

また、前記実公昭60−22964号公報に示されるも
のも、比較的頻繁に行われる濾材層の洗浄に伴い、排水
弁の開閉も頻繁になることから、排水弁を電動弁として
操作容易たらしめるべくすると、その制御が複雑となり
故障の原因となることが多かった。
Furthermore, the method disclosed in the above-mentioned Japanese Utility Model Publication No. 60-22964 also uses a motor-operated valve to make the drain valve easier to operate, since the drain valve is opened and closed more frequently due to relatively frequent cleaning of the filter layer. However, the control becomes complicated and often causes failures.

本発明は、上記従来の問題点を解消し、何ら複雑な制御
を用いることなく、しかも特別な操作を必要とせず、槽
内の水位降下を利用して自動的に捨水サイフオンを形成
し、所定の槽内水位まで水位降下させ、空気又は空気と
水を併用した洗浄時のが材の流出を確実に防止すること
ができるが過装置を提供することを目的とするものであ
る。
The present invention solves the above-mentioned conventional problems and automatically forms a wastewater siphon by utilizing the drop in water level in the tank without using any complicated control or special operation. It is an object of the present invention to provide a filtering device that can lower the water level to a predetermined tank water level and reliably prevent the outflow of wood during cleaning using air or a combination of air and water.

さらに、本発明は、装置の簡略化と維持管理の容易化を
はかろうとするものである。
Furthermore, the present invention attempts to simplify the device and facilitate maintenance and management.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は、槽1内を垂直仕切壁2により排水渠3と濾材
層4を形成したが過室5とに区画し、が過室5内に逆洗
排水樋6を設けてこの逆洗排水樋6を排水渠3に連通し
、槽1外に排水流出渠8を設け、排水流出渠8と排水渠
3とをサイフオン形成及び破壊を可能とした排水サイフ
オン9を介して連通し、さらに逆洗排水v6と濾材層4
の間に−v2を開口し、他端を排水サイフオン9内で槽
1内高水位以上の位置に開口し、かつ捨水サイフオン破
壊弁14を付設した捨水サイフオン形成管13を配備し
たことを特徴とするか過装置である。
In the present invention, the inside of the tank 1 is divided into a drain 3 and a filter layer 4 by a vertical partition wall 2, and a filter chamber 5, and a backwash drain gutter 6 is provided in the filter chamber 5 to drain the backwash water. The gutter 6 is connected to the drainage culvert 3, a drainage outflow culvert 8 is provided outside the tank 1, the drainage outflow culvert 8 and the drainage culvert 3 are communicated via a drainage siphon 9 that enables siphon formation and destruction, and the reverse is also established. Washing water v6 and filter layer 4
-v2 is opened in between, the other end is opened in the drain siphon 9 at a position above the high water level in the tank 1, and a waste water siphon forming pipe 13 is provided with a waste water siphon breaking valve 14 attached. It is a device with special features.

〔作 用〕[For production]

上記構成の本発明では、が適時においては、が過室5に
流入した原水は、重力によって1ア材層4を通過する間
に原水中の濁質が捕捉され、更過水となって濾材層4の
下部から流出する。
In the present invention having the above configuration, when the raw water flows into the filter chamber 5 at the appropriate time, while it passes through the first material layer 4 due to gravity, the suspended matter in the raw water is captured and becomes clarified water, which becomes filter material. It flows out from the bottom of layer 4.

この濾材層4を洗浄する時は、原水の濾過室5への流入
を停止し2、排水サイフオン9を起動させると排水渠3
内の水位が降下し、濾過室5内の水位は逆洗排水樋6の
上端と同一のレベルまで降下する。その時、捨水サイフ
オン破壊弁14を閉にすると、捨水サイフオン形成管1
3内の真空は排水サイフオン管9内の真空と同一になり
、逆洗排水樋6以下の水は捨水サイフオン形成管13か
ら排水サイフオン9内に流出して排水S3内に捨水され
、1月過室5内の水位は逆洗排水樋6と濾材層4の間の
一定のレベルまで降下する。そして、捨水サイフオン破
壊弁14を開として捨水ザイフォン形成管13及び排水
サイフオン9を停止する。
When cleaning this filter medium layer 4, the flow of raw water into the filtration chamber 5 is stopped 2, and when the drainage siphon 9 is activated, the drainage culvert 3
The water level in the filtration chamber 5 drops to the same level as the upper end of the backwash drainage gutter 6. At that time, when the waste water siphon destruction valve 14 is closed, the waste water siphon forming pipe 1
The vacuum in the drain siphon tube 9 becomes the same as the vacuum in the drain siphon pipe 9, and the water below the backwash drain gutter 6 flows out from the drain siphon forming pipe 13 into the drain siphon 9 and is discarded into the drain S3. The water level in the menstrual chamber 5 drops to a certain level between the backwash drainage gutter 6 and the filter layer 4. Then, the wastewater siphon destruction valve 14 is opened to stop the wastewater siphon forming pipe 13 and the drainage siphon 9.

その後、濾材層4の下部に洗浄用の空気を圧入すると、
濾材層4が流動攪拌されて洗浄が行われる。この空気洗
浄中、圧入空気によって水面は膨張するが、その水面は
逆洗排水樋6の上端には達せず、炉材は逆洗排水樋6内
に流出することがない、このような空気洗浄を一定時間
行ったのち、iP材層4の下部から濁質移送水を導いて
剥離された濁質分のみを伴い、逆洗排水樋6を経て排水
渠3に流入し、炉材N4の洗浄が終了する。
After that, when air for cleaning is injected into the lower part of the filter layer 4,
The filter medium layer 4 is fluidized and agitated to perform washing. During this air cleaning, the water surface expands due to the pressurized air, but the water level does not reach the upper end of the backwash drain gutter 6, and the furnace material does not flow into the backwash drain gutter 6. After performing this for a certain period of time, the suspended solids transfer water is introduced from the lower part of the iP material layer 4 and flows into the drain culvert 3 through the backwash drain trough 6, carrying only the separated suspended solids, and washes the furnace material N4. ends.

また、空気と水を併用して濾材層4の洗浄を行う場合に
は、水が逆洗排水樋6に達しないように水量をコントロ
ールする。
Further, when cleaning the filter medium layer 4 using both air and water, the amount of water is controlled so that the water does not reach the backwash drainage gutter 6.

濾材層4の洗浄終了後は、排水サイフオン9を再び起動
して排水渠3内に流入した洗浄排水を排水流出渠8へ移
送し、排水サイフオン9を停止して前記が過を再開する
After the cleaning of the filter layer 4 is completed, the drainage siphon 9 is activated again to transfer the cleaning wastewater that has flowed into the drain culvert 3 to the drainage outflow culvert 8, and the drainage siphon 9 is stopped to resume the above-mentioned drainage.

〔実施例〕〔Example〕

本発明の一実施例を図面を参照しながら説明すると、槽
1内は垂直仕切壁2によって排水渠3と濾材層4を形成
したが過室5とに区画され、が過室5内には逆洗排水樋
6が設けられて排水S3に連通されている。
An embodiment of the present invention will be described with reference to the drawings. The inside of the tank 1 is divided into a drain 3 and a filter layer 4 formed by a vertical partition wall 2, and a filter chamber 5. A backwash drainage gutter 6 is provided and communicates with the drainage S3.

槽l外には、溢流壁7を有する排水流出渠8が隣接され
、この排水流出渠8と槽1内の排水渠3とは排水サイフ
オン9を介して連通され、排水サイフオン9の頂部には
排水サイフオン形成用弁10を存する排水サイフオン形
成用管11と排水サイフオン破壊弁12が連結されてい
る。
Adjacent to the outside of the tank 1 is a drainage outflow culvert 8 having an overflow wall 7, and this drainage outflow culvert 8 and the drainage culvert 3 in the tank 1 are communicated via a drainage siphon 9. A drain siphon forming pipe 11 containing a drain siphon forming valve 10 and a drain siphon breaking valve 12 are connected.

が過室5と排水サイフオン9内とは、捨水サイフオン形
成管13を介して連通され、この捨水すイフォン形成管
13の一端は逆洗排水樋6と濾材層4の間に開口され、
他端は排水サイフオン9内で槽内高水位(HWL)以上
の位置に開口され、捨水サイフオン形成管13にはサイ
フオン破壊弁14も付設されている。
The drain chamber 5 and the inside of the drainage siphon 9 are communicated through a wastewater siphon forming pipe 13, and one end of this wastewater siphon forming pipe 13 is opened between the backwash drainage gutter 6 and the filter medium layer 4,
The other end is opened in the drain siphon 9 at a position above the tank high water level (HWL), and the drain siphon forming pipe 13 is also provided with a siphon break valve 14 .

また、槽l外に、溢流壁15を有する濾過水流出渠16
を隣接させて、槽1内の炉材M4下部に形成された集水
室17と連通させるのが好ましい。
Also, outside the tank l, there is a filtered water outflow conduit 16 having an overflow wall 15.
It is preferable that the two be adjacent to each other and communicated with the water collection chamber 17 formed at the bottom of the furnace material M4 in the tank 1.

さらに、濾過水流出渠16内に、一端を槽1内の集水室
17に連通させ、他端を屈曲させて上向きに溢流壁15
の頂部より下方で開口させ、この開口端部付近に・洗浄
時の流水量をコントロールするための複数の孔、スリッ
ト等を開口した連通管18と、この開口端部を上端が閉
塞された筒体19で周囲に隙間をおいてかぶせて筒体1
9の下端が孔。
Furthermore, one end of the filtered water outflow conduit 16 is connected to the water collection chamber 17 in the tank 1, and the other end is bent to allow an overflow wall 15 to flow upward.
A communication pipe 18 is opened below the top of the pipe, and near this open end, there is a communication pipe 18 with a plurality of holes, slits, etc. opened for controlling the amount of water flowing during washing, and a cylinder whose upper end is closed at the open end. Cover the cylindrical body 1 with a gap around the circumference using the body 19.
The bottom end of 9 is a hole.

スリット等より下方にくるようにし、筒体19の頂部に
サイフオンブレーカ弁20を有する逆流サイフオン形成
管21を設け、この逆流サイフオン形成管21内の頂部
(筒体19内の頂部)には空気弁22を有する空気供給
管23が連結されている。
A backflow siphon forming pipe 21 having a siphon breaker valve 20 is provided at the top of the cylinder 19 so as to be located below the slit etc. An air supply pipe 23 with a valve 22 is connected.

24は、空気弁25を存し槽1内の集水室17に連なる
洗浄用空気導入管を示す。
Reference numeral 24 indicates a cleaning air introduction pipe that includes an air valve 25 and is connected to the water collection chamber 17 in the tank 1.

また、槽1内へが過されるべき原水を流入するための流
入部として、原水流入渠30を垂直隔壁31にて流入部
32と流出部33とに区画し、流出部33を溢流壁34
を介して槽1内に連通させ、これらの流入部32と流出
部33間を流入サイフオン35を介して連通し、流入サ
イフオン35の頂部には流入サイフオン形成用弁36を
有する流入サイフオン形成用管37と流入サイフオン破
壊弁38が連結されている。
In addition, as an inflow part for flowing raw water to be passed into the tank 1, the raw water inflow conduit 30 is divided into an inflow part 32 and an outflow part 33 by a vertical partition wall 31, and the outflow part 33 is connected to an overflow wall. 34
The inflow siphon 32 and the outflow 33 are connected to each other through an inflow siphon 35 and an inflow siphon forming pipe having an inflow siphon forming valve 36 at the top of the inflow siphon 35. 37 and an inflow siphon destruction valve 38 are connected.

次に、第1図〜第6図によって上記実施例の操作要領を
説明する。
Next, the operation procedure of the above embodiment will be explained with reference to FIGS. 1 to 6.

(1)  が過(第1図及び第2図参照)流入サイフオ
ン破壊弁38     閉流入サイフオン形成用弁36
・−・−・・−・・−開流入サイフオン35     
   起動捨水サイフオン破壊弁14     開排水
サイフオン形成用弁10 ・・・・−・・−閉排水サイ
フオン破壊弁12     開排水サイフオン9   
      停止空気弁25       −・・−・
−−−−−−一閉サイフォンブレーカ弁20     
開逆流サイフオン形成管21     停止空気弁22
−           閉にすると、原水は流入サイ
フオン35から流出部33を経て槽1内に導入され、濾
材層4を下向流に通過し、原水中の濁質が濾材層4に捕
捉され、濾過水は集水室17に至り、逆流サイフオン形
成管21を経て濾過水流出@16に流出し、溢流壁15
から外部へ溢流する(第1図参照)。
(1) Inflow siphon destruction valve 38 (see Figures 1 and 2) Closed inflow siphon formation valve 36
・−・−・・−・・−Open inflow siphon 35
Start-up drainage siphon destruction valve 14 Open drainage siphon formation valve 10 --- Closed drainage siphon destruction valve 12 Open drainage siphon 9
Stop air valve 25 ---
--------One-close siphon breaker valve 20
Open backflow siphon forming tube 21 Stop air valve 22
- When closed, raw water is introduced into the tank 1 from the inflow siphon 35 through the outflow part 33, passes through the filter layer 4 in a downward flow, turbidity in the raw water is captured by the filter layer 4, and the filtered water is The water reaches the water collection chamber 17 and flows out through the backflow siphon forming pipe 21 to the filtrate outflow @ 16 and the overflow wall 15
(see Figure 1).

かかるが過を継続するにつれて、濾材層4は捕捉した濁
質によって通水抵抗を増し、一定値に達し槽1内水位が
高水位(HIIL)に達した時(第2図参照)に濾過を
停止する。
However, as the filtration continues, the filter medium layer 4 increases the water flow resistance due to the captured suspended matter, and when it reaches a certain value and the water level in the tank 1 reaches a high water level (HIIL) (see Figure 2), the filtration is stopped. Stop.

(2)が過停止(第3図参照) 流入サイフオン破壊弁38     開流入サイフオン
形成用弁36    閉流入サイフオン35     
   停止にすると、槽1内への原水の流入は停止し、
槽1内の水位がが過水法出渠16からの濾過水の溢流に
より降下し、濾過水流出渠16の水位とほぼ同一レベル
まで降下した時に、 サイフオンブレーカ弁20     閉空気弁22  
      ・・・・・・・−・・−・−開にし、逆流
サイフオン形成管21中に空気供給管23がら空気を供
給してその空気圧P1によって逆流サイフオン形成管2
1内の水位を連通管18の孔、スリット等より下方で濾
過水流出渠16の水位レベルよりHsm押し下げる(P
(2) is overstopped (see Figure 3) Inflow siphon destruction valve 38 Open inflow siphon formation valve 36 Closed inflow siphon 35
When stopped, the flow of raw water into tank 1 is stopped,
When the water level in the tank 1 drops due to the overflow of filtrate from the overflow conduit 16 and drops to almost the same level as the water level in the filtrate outflow conduit 16, the siphon breaker valve 20 and the closed air valve 22 are activated.
......--...---Open, supply air from the air supply pipe 23 into the backflow siphon formation tube 21, and use the air pressure P1 to open the backflow siphon formation tube 2.
1 is lowered by Hsm below the water level of the filtered water outflow conduit 16 below the holes, slits, etc. of the communication pipe 18 (P
.

=H,m水柱)。= H, m water column).

(3)排水渠3の水位降下(第4図参照)排水サイフオ
ン形成用弁10 ・・−・・・・・・・・−開排水サイ
フォン破壊弁12     閉排水サイフオン9   
      起動にし、排水サイフオン9により排水渠
3内の水を排水流出渠8へ移送すると、排水渠3内の水
位は排水流出渠8の溢流壁7の上端と同一レベklZな
るまで降下し、濾過室5内の水位は逆洗排水樋6の上端
に達する。この時、空気供給管23から供給される空気
圧P、は、P、=H。
(3) Lowering of the water level in the drainage culvert 3 (see Figure 4) Drainage siphon formation valve 10 --- Open drainage siphon breaking valve 12 Closed drainage siphon 9
When it is activated and the water in the drainage culvert 3 is transferred to the drainage outflow culvert 8 by the drainage siphon 9, the water level in the drainage culvert 3 falls to the same level klZ as the upper end of the overflow wall 7 of the drainage outflow culvert 8, and the water is filtered. The water level in the chamber 5 reaches the upper end of the backwash drain trough 6. At this time, the air pressure P supplied from the air supply pipe 23 is P,=H.

m水柱になるように保つ。m water column.

+41  t濾過室5の捨水(第5図参照)前記のよう
に、が過室5内の水位が逆洗排水樋6の上端に達した時
に、 捨水サイフオン破壊弁14−・・・−・・・・−閉にす
ると、捨水サイフオン形成管13内の真空は排水サイフ
オン9内の真空と同一となり、逆洗排水樋6以下の水は
捨水サイフオン形成管13を経て排水サイフオン9に流
出し、排水渠3に捨水され、濾過室5内水位は逆洗排水
樋6と濾材層4間の一定のレベルで停止する(第6図参
照)。
+41tWater disposal from the filtration chamber 5 (see Figure 5) As mentioned above, when the water level in the filtration chamber 5 reaches the upper end of the backwash drainage gutter 6, the water disposal siphon break valve 14--...- When closed, the vacuum inside the waste water siphon forming pipe 13 becomes the same as the vacuum inside the waste water siphon 9, and the water below the backwash drain gutter 6 passes through the waste water siphon forming pipe 13 to the waste water siphon 9. The water flows out and is discarded into the drain culvert 3, and the water level in the filtration chamber 5 stops at a constant level between the backwash drain trough 6 and the filter layer 4 (see FIG. 6).

(5)濾材層4の洗浄(第6図参照) 捨水サイフオン破壊弁14     開捨水サイフオン
形成管13−    停止排水サイフオン形成用弁10
    閉排水サイフオン破壊弁12   ・・−・開
排水サイフオン9     −・−・・・−・−停止空
気弁25−・・−・−−一−−−−・    −−−−
一一一・・・開にし、洗浄用空気導入管24から洗浄用
空気を濾過室の集水室17に圧入すれば、この空気は濾
材層4内を上昇し濾材層4を流動攪拌して炉材の洗浄が
行われる。
(5) Cleaning of filter medium layer 4 (see Figure 6) Discharge siphon destruction valve 14 Opening and discharging siphon forming pipe 13 - Stop and drain siphon forming valve 10
Closed drain siphon destruction valve 12 ・・・Open drain siphon 9 −・−・・−・−Stop air valve 25 −・・−・−−1−−−−・ −−−−
111... When the cleaning air is opened and the cleaning air is forced into the water collection chamber 17 of the filtration chamber from the cleaning air introduction pipe 24, this air rises inside the filter medium layer 4 and fluidly agitates the filter medium layer 4. Furnace materials are cleaned.

この空気洗浄時には、圧入した洗浄用空気によって水面
が膨張するが、水面は逆洗排水樋6より十分に降下させ
であるから、膨張水面は逆洗排水樋6の上端までは達せ
ず、流動状態のが材が逆洗排水樋6内に流出することが
ない。
During this air cleaning, the water surface expands due to the pressurized cleaning air, but since the water surface is sufficiently lowered from the backwash drain trough 6, the expanded water surface does not reach the upper end of the backwash drain trough 6 and is in a fluid state. The wood will not flow out into the backwash drainage gutter 6.

このような空気洗浄を一定時間行ったのち、空気弁25
 ・・・−・−・−−−−・閉にし、サイフオンブレー
カ弁20と空気弁22の開度を調節し、逆流サイフオン
形成管21内の空気圧P、=H,m水柱とし、逆流サイ
フオン形成管21からが過水法出渠16内のf通水は集
水室17に逆流し、が過室5を上昇して前記空気洗浄に
よって炉材から剥離された濁質を伴って逆洗排水樋6を
経て排出渠3内に至る。
After performing such air cleaning for a certain period of time, the air valve 25
...---------- Close the siphon, adjust the openings of the siphon breaker valve 20 and the air valve 22, set the air pressure in the backflow siphon forming pipe 21 to P, = H, m water column, and then The water flowing from the forming pipe 21 into the drainage conduit 16 flows back into the water collection chamber 17, rises through the drainage chamber 5, and is backwashed with the turbidity separated from the furnace material by the air cleaning. It reaches the inside of the discharge culvert 3 via the drainage gutter 6.

この排水渠3内に至った洗浄排水は、排水サイフオン9
を再び起動することによって排水流出渠8に移送される
The cleaning wastewater that has reached the drain culvert 3 is drained into the drain siphon 9.
The wastewater is transferred to the wastewater outflow culvert 8 by restarting the system.

かくて、濾材層4の洗浄が終了したのちは、再び前述の
ようなが過が再開される。
Thus, after the cleaning of the filter medium layer 4 is completed, the above-mentioned filtering is restarted again.

なお、前記実施例では空気単独による濾材層4の洗浄に
ついて述べたが、空気と水を併用して洗浄を行う場合に
は、水が逆洗排水樋6に達しないように水量をコントロ
ールする。
In the above embodiment, cleaning of the filter medium layer 4 using air alone was described, but when cleaning is performed using air and water in combination, the amount of water is controlled so that the water does not reach the backwash drainage gutter 6.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明によれば、何ら複雑な制御装置
や特別の操作を必要とせず、槽内の水位降下を利用して
自動的に捨水サイフオンが形成され、空気洗浄の前に逆
洗排水樋より十分に低い所定のレベルまで水位を降下さ
せ、空気又は空気と水を併用した洗浄時のが材の流動に
伴うが材流出を確実に防止することができ、しかも構造
がきわめて簡略化され、維持管理も容易になる。
As described above, according to the present invention, a waste water siphon is automatically formed by utilizing the drop in water level in the tank without requiring any complicated control device or special operation, and the water is reversed before air cleaning. It lowers the water level to a predetermined level that is sufficiently lower than the washing drainage gutter, and when cleaning using air or a combination of air and water, it can reliably prevent material from flowing out due to the flow of material, and the structure is extremely simple. This makes maintenance and management easier.

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

図面は本発明の実施例を示す断面図で、第1図から第6
図までは操作順序を示すものである。 l・・・槽、2・・・垂直仕切壁、3・・・排水渠、4
・・・濾材層、5・・・が過室、6・・・逆洗排水樋、
7・・・溢流壁、8・・・排水流出渠、9・・・排水サ
イフオン、10・・・排水サイフオン形成用弁、11・
・・排水サイフオン形成用管、12・・・排水サイフオ
ン破壊弁、13・・・捨水サイフオン形成管、14・・
・捨水サイフオン破壊弁、15・・・溢流壁、16・・
・が過水法出渠、17・・・集水室、18・・・連通管
、19・・・筒体、20・・・サイフオンブレーカ弁、
21・・・逆流サイフオン形成管、22・・・空気弁、
23・・・空気供給管、24・・・洗浄用空気導入管、
25・・・空気弁、30・・・原水法入渠、31・・・
垂直隔壁、32・・・流入部、33・・・流出部、34
・・・溢流壁、35・・・流入サイフオン、36・・・
流入サイフオン形成用弁、37・・・流入サイフオン形
成用管、38・・・流入サイフオン破壊弁。 第2図 第6図
The drawings are cross-sectional views showing embodiments of the present invention, and are shown in FIGS. 1 to 6.
The figures up to the figure show the order of operations. l...tank, 2...vertical partition wall, 3...drainage culvert, 4
... filter medium layer, 5 ... is a filter chamber, 6 ... backwash drainage gutter,
7... Overflow wall, 8... Drainage outflow channel, 9... Drainage siphon, 10... Drainage siphon formation valve, 11.
...Drainage siphon forming pipe, 12...Drainage siphon destruction valve, 13...Wastewater siphon formation pipe, 14...
・Water siphon destruction valve, 15...Overflow wall, 16...
・Is an overflow drain, 17...Water collection chamber, 18...Communication pipe, 19...Cylinder body, 20...Siphon breaker valve,
21... Backflow siphon forming pipe, 22... Air valve,
23...Air supply pipe, 24...Cleaning air introduction pipe,
25... Air valve, 30... Raw water law docking, 31...
Vertical bulkhead, 32... Inflow section, 33... Outflow section, 34
...Overflow wall, 35...Inflow siphon, 36...
Inflow siphon formation valve, 37... Inflow siphon formation pipe, 38... Inflow siphon destruction valve. Figure 2 Figure 6

Claims (1)

【特許請求の範囲】[Claims] (1)槽(1)内を垂直仕切壁(2)により排水渠(3
)と濾材層(4)を形成した濾過室(5)とに区画し、
濾過室(5)内に逆洗排水樋(6)を設けてこの逆洗排
水樋(6)を排水渠(3)に連通し、槽(1)外に排水
流出渠(8)を設け、排水流出渠(8)と排水渠(3)
とをサイフォン形成及び破壊を可能とした排水サイフォ
ン(9)を介して連通し、さらに逆洗排水樋(6)と濾
材層(4)の間に一端を開口し、他端を排水サイフォン
(9)内で槽(1)内高水位以上の位置に開口し、かつ
捨水サイフォン破壊弁(14)を付設した捨水サイフォ
ン形成管(13)を配備したことを特徴とする濾過装置
(1) Inside the tank (1), a drainage ditch (3
) and a filtration chamber (5) in which a filter medium layer (4) is formed,
A backwash drain gutter (6) is provided in the filtration chamber (5), this backwash drain gutter (6) is communicated with the drain drain (3), and a waste water outflow drain (8) is provided outside the tank (1). Drainage culvert (8) and drainage culvert (3)
are connected to each other through a drainage siphon (9) that enables siphon formation and destruction, and furthermore, one end is opened between the backwash drainage gutter (6) and the filter layer (4), and the other end is connected to the drainage siphon (9). ) A filtration device characterized in that a drain siphon forming pipe (13) is provided which opens at a position above the high water level in the tank (1) and is equipped with a drain siphon breaking valve (14).
JP63259536A 1988-10-17 1988-10-17 ▲ Ro ▼ Passing device Expired - Lifetime JPH0655242B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63259536A JPH0655242B2 (en) 1988-10-17 1988-10-17 ▲ Ro ▼ Passing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63259536A JPH0655242B2 (en) 1988-10-17 1988-10-17 ▲ Ro ▼ Passing device

Publications (2)

Publication Number Publication Date
JPH02107304A true JPH02107304A (en) 1990-04-19
JPH0655242B2 JPH0655242B2 (en) 1994-07-27

Family

ID=17335471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63259536A Expired - Lifetime JPH0655242B2 (en) 1988-10-17 1988-10-17 ▲ Ro ▼ Passing device

Country Status (1)

Country Link
JP (1) JPH0655242B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577425A (en) * 2019-01-07 2019-04-05 云鲸智能科技(东莞)有限公司 Leak-proof device and anti-leaking method, base station and base station anti-leaking method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5221487U (en) * 1975-08-05 1977-02-15
JPS5725246A (en) * 1980-07-21 1982-02-10 Dainippon Ink & Chem Inc Production of mold
JPS6148012U (en) * 1984-08-31 1986-03-31 荏原インフイルコ株式会社 filtration equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5221487U (en) * 1975-08-05 1977-02-15
JPS5725246A (en) * 1980-07-21 1982-02-10 Dainippon Ink & Chem Inc Production of mold
JPS6148012U (en) * 1984-08-31 1986-03-31 荏原インフイルコ株式会社 filtration equipment

Also Published As

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JPH0655242B2 (en) 1994-07-27

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