JPH0532164Y2 - - Google Patents

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Publication number
JPH0532164Y2
JPH0532164Y2 JP5269990U JP5269990U JPH0532164Y2 JP H0532164 Y2 JPH0532164 Y2 JP H0532164Y2 JP 5269990 U JP5269990 U JP 5269990U JP 5269990 U JP5269990 U JP 5269990U JP H0532164 Y2 JPH0532164 Y2 JP H0532164Y2
Authority
JP
Japan
Prior art keywords
water
communication pipe
overflow
cylindrical body
overwater
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 - Lifetime
Application number
JP5269990U
Other languages
Japanese (ja)
Other versions
JPH0414104U (en
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 filed Critical
Priority to JP5269990U priority Critical patent/JPH0532164Y2/ja
Publication of JPH0414104U publication Critical patent/JPH0414104U/ja
Application granted granted Critical
Publication of JPH0532164Y2 publication Critical patent/JPH0532164Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、上水、工業用水、下水、その他の液
体を過浄化するための重力式過装置に関する
ものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a gravity-type filtration device for superpurifying tap water, industrial water, sewage, and other liquids.

〔従来の技術〕[Conventional technology]

従来、重力式過槽において、過工程中に原
水中の濁質を捕捉した材層に対しては、水又は
水と空気を併用した逆洗が必要となる。
Conventionally, in a gravity type tank, backwashing using water or a combination of water and air is required for the material layer in which suspended matter in the raw water is trapped during the filtering process.

この材層の逆洗を便利にした重力式過装置
として、例えば実公昭60−22964号公報等に示さ
れるように、過槽に溢流壁を有する過水流出
渠を付設し、該過水流出渠内に水没開口する連
通管を配備して重力式過槽内下部の過水の集
水室と連通させ、この連通管を過水流出渠内で
逆U字状のサイフオン形成管たらしめ、材層の
逆洗時にこのサイフオン形成管に水位差によつて
サイフオンを形成させ、過水流出渠内の過水
を前記集水室に逆流させて材層を逆洗するもの
が考案されていた。
As shown in, for example, Japanese Utility Model Publication No. 60-22964, etc., a gravity-type filtration device that facilitates the backwashing of this material layer is constructed by attaching an overwater outflow channel having an overflow wall to the overflow tank, and A communication pipe with a submerged opening is installed in the outflow conduit to communicate with the superfluous water collection chamber at the lower part of the gravity-type overflow tank, and this communication pipe is formed into an inverted U-shaped siphon-forming pipe within the overwater outflow conduit. A system has been devised in which a siphon is formed in the siphon-forming pipe by the water level difference when backwashing the material layer, and excess water in the overflow drain is caused to flow back into the water collection chamber to backwash the material layer. Ta.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

ところで、材層の逆洗においては、水による
逆洗時と水と空気併用による逆洗時とでは逆洗水
量を変える必要があり、材層の捕捉濁質量によ
つても逆洗水量を変える必要があり、さらに季節
による水温変化によつても逆洗水量を変える必要
がある。
By the way, when backwashing a material layer, it is necessary to change the amount of backwash water when backwashing with water and when backwashing with a combination of water and air, and the amount of backwash water also changes depending on the amount of turbidity trapped in the material layer. Furthermore, it is also necessary to change the amount of backwash water depending on seasonal changes in water temperature.

しかしながら、前記実公昭60−22964号公報等
では、逆洗水量は常に一定であり、水量を状況に
応じて変えることができなかつた。
However, in the above-mentioned Japanese Utility Model Publication No. 60-22964, etc., the amount of backwash water is always constant, and the amount of water cannot be changed depending on the situation.

本考案は、逆洗時に過水流出渠内の過水を
材層に逆洗させるものであるが、その水量を自
由に所望量に調節することができる重力式過装
置を提供することを目的とするものである。
The purpose of the present invention is to provide a gravity-type filtration device that allows superfluous water in a superfluous outflow conduit to be backwashed into a material layer during backwashing, and that allows the amount of water to be freely adjusted to a desired amount. That is.

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

本考案は、重力式過槽に溢流壁を有する過
水流出渠を付設して該過水流出渠内に前記重力
式過槽の下部から過水を導く連通管を設けた
重力式過装置において、前記連通管を上向きに
屈曲延長させて上端を閉塞すると共に連通管頂部
に空気弁を備えた空気供給管と大気開放弁を連結
し、さらに該連通管内に前記過水流出渠内と連
通した筒体を緩挿し、該筒体の上端を前記溢流壁
頂部より下方に位置せしめると共に該筒体に複数
の通水孔を穿設したことを特徴とする重力式過
装置である。
The present invention provides a gravity-type filtration device in which a gravity-type overflow tank is attached with an overwater outflow conduit having an overflow wall, and a communication pipe is provided in the overflow outflow conduit to guide overwater from the lower part of the gravity-type overflow tank. In this step, the communicating pipe is bent and extended upward to close the upper end, and an air supply pipe having an air valve at the top of the communicating pipe is connected to an atmosphere release valve, and the communicating pipe is further communicated with the inside of the overwater outflow conduit. This gravity type filtration device is characterized in that a cylindrical body is loosely inserted, the upper end of the cylindrical body is positioned below the top of the overflow wall, and a plurality of water passage holes are bored in the cylindrical body.

〔作用〕[Effect]

上記のように構成された本考案では、過工程
中は空気弁を閉じ大気開放弁を開いて連通管内を
大気に開放しておき、炉過槽の下部からの過水
は連通管から筒体を経て過水流出渠内に至り、
溢流壁を溢流して必要箇所へ導かれる。
In the present invention configured as described above, the air valve is closed and the atmosphere release valve is opened to open the inside of the communication pipe to the atmosphere during the filtration process, and the excess water from the lower part of the furnace tank is transferred from the communication pipe to the cylindrical body. It reaches the overflow drain through
It overflows the overflow wall and is guided to the required location.

このような過を継続するうちに、炉材層の通
水抵抗が所定値まで増大した時は過槽の逆洗を
行う。即ち、過工程を停止し、大気開放弁を閉
じ、空気弁を開いて空気供給管から空気を連通管
内に供給し、連通管内の水位を筒体の通水孔より
下方に下げて連通管から過槽への過水の逆流
を阻止し、過槽内水位を所定水位まで十分に下
げる。その後空気弁の開度調節等によつて連通管
内に供給される空気圧を任意に調整し、連通管内
の水位を適宜高めれば、水と接する筒体の通水孔
の個数(通水面積)が変わり、過水流出渠→筒
体→通水孔→連通管を経て過槽へ逆流する逆洗
水量を所望量に調節することができる。
While such filtration continues, when the water flow resistance of the furnace material layer increases to a predetermined value, the filtration tank is backwashed. That is, the over-process is stopped, the atmosphere release valve is closed, the air valve is opened to supply air from the air supply pipe into the communication pipe, and the water level in the communication pipe is lowered below the water passage hole of the cylinder body, and then the air is released from the communication pipe. Prevents excess water from flowing back into the overtank and sufficiently lowers the water level in the overtank to a specified level. After that, by adjusting the air pressure supplied to the communication pipe by adjusting the opening of the air valve, etc., and increasing the water level in the communication pipe appropriately, the number of water passage holes (water passage area) in the cylinder that comes into contact with water can be increased. In other words, the amount of backwash water that flows back to the overflow tank via the overflow drain → cylinder → water hole → communication pipe can be adjusted to a desired amount.

このようにして、過水流出渠から過槽へ逆
流する逆洗水は、水面下で筒体内部から通水孔を
経て連通管内に流れ、流れは円滑で連通管内の空
気を巻き込むことがなく、流量の精度が高まるた
め、最適の逆洗水量を正確に得ることができる。
In this way, the backwash water that flows back from the overflow drain to the overflow tank flows from inside the cylinder under the water surface through the water passage hole and into the communication pipe, and the flow is smooth and does not involve the air in the communication pipe. , the accuracy of the flow rate is increased, making it possible to accurately obtain the optimal amount of backwash water.

〔実施例〕〔Example〕

本考案の実施例を図面を参照しながら説明すれ
ば、第1図において、1は重力式の過槽であつ
て、内部には上から順に逆洗排水樋2、材層
3、集水室4が設けられている。過槽1の外部
には溢流壁5を有する過水流出渠6が隣接さ
れ、この過水流出渠6と過槽1内の集水室4
とは連通管7で連通されている。
An embodiment of the present invention will be described with reference to the drawings. In Fig. 1, reference numeral 1 denotes a gravity-type overtank, inside of which, in order from the top, there is a backwash drainage gutter 2, a material layer 3, and a water collection chamber. 4 is provided. An overwater outflow conduit 6 having an overflow wall 5 is adjacent to the outside of the overflow tank 1, and this overflow outflow conduit 6 and the water collection chamber 4 in the overflow tank 1 are connected to each other.
It is communicated with through a communication pipe 7.

連通管7は上向きに屈曲延長されて上端が閉塞
され、連通管7の頂部には管8を介して空気弁9
を備えた空気供給管10が連結され、また管8に
は大気開放弁11も連結されている。
The communication pipe 7 is bent and extended upward to close its upper end, and an air valve 9 is connected to the top of the communication pipe 7 via a pipe 8.
An air supply pipe 10 equipped with an air supply pipe 10 is connected to the pipe 8, and an atmosphere release valve 11 is also connected to the pipe 8.

さらに、連通管7内には、過水流出渠6内と
連通し上向きに屈曲させた筒体12が緩挿され、
この筒体12の上端は溢流壁5の頂部より下方に
位置され、また筒体12には複数の通水孔13が
穿設されている。これらの通水孔13は筒体12
の上方部に設けることがこの好ましい。
Furthermore, a cylindrical body 12 that communicates with the inside of the overwater outflow conduit 6 and is bent upward is loosely inserted into the communication pipe 7.
The upper end of this cylindrical body 12 is located below the top of the overflow wall 5, and a plurality of water passage holes 13 are bored in the cylindrical body 12. These water holes 13 are connected to the cylindrical body 12.
This is preferably provided in the upper part of the.

しかして、過工程中は、大気開放弁11を開
いて連通管7内を大気に開放し、過槽1内で
材層3を通過して過された過水は、集水室4
から連通管7及び筒体12を経て過水流出渠6
内に流出し、溢流壁5を溢流して必要箇所へ導か
れる。
During overprocessing, the atmosphere release valve 11 is opened to open the inside of the communication pipe 7 to the atmosphere, and the overwater that has passed through the material layer 3 in the overflow tank 1 is transferred to the water collection chamber 4.
From there, through the communication pipe 7 and the cylindrical body 12, the excess water drains into the drain 6.
It flows out into the interior, overflows the overflow wall 5, and is guided to the required location.

このような過を継続するうちに、原水中の濁
質の捕捉によつて材層3の通水抵抗が所定値に
増大した時は、過工程を停止(原水の過槽1
への流入を停止)し、大気開放弁11を閉じ、空
気弁9を開いて空気供給管10から空気を連通管
7内に供給し、連通管7内の水位を筒体12の通
水孔13の部分より下の適宜位置まで下げ、過
水流出渠6内の過水が連通管7から過槽1へ
逆流しないようにして、過槽1内の水を排出
し、過槽1内の水位を逆洗排水樋2より下方の
所定位置まで十分に下げる。
While this process continues, when the water flow resistance of the material layer 3 increases to a predetermined value due to the capture of suspended matter in the raw water, the process is stopped (the raw water tank 1
), close the atmosphere release valve 11 , open the air valve 9 to supply air from the air supply pipe 10 into the communication pipe 7 , and adjust the water level in the communication pipe 7 to the water hole in the cylinder 12 . 13 to an appropriate position below the overwater outflow conduit 6 to prevent the overwater in the overflow drain 6 from flowing back from the communication pipe 7 to the overtank 1, drain the water in the overtank 1, and drain the overflow tank 1. The water level is sufficiently lowered to a predetermined position below the backwash drain gutter 2.

過槽1内の水位が十分に下がつたのち、空気
弁9の開度調節によつて連通管7内に供給される
空気圧を調製し、連通管7内の水位を調節して水
と接する通水孔13の個数を変え、過水流出渠
6→通水孔13→連通管7→過槽1へ逆流通過
する水量を調節する。即ち、空気圧によつて連通
管7内の水位を調節することによつて、所望の逆
洗水量を得ることできる。
After the water level in the tank 1 has fallen sufficiently, the air pressure supplied to the communication pipe 7 is adjusted by adjusting the opening of the air valve 9, and the water level in the communication pipe 7 is adjusted so that it comes into contact with water. The number of water passage holes 13 is changed to adjust the amount of water flowing back through the overflow drain 6 → water passage hole 13 → communication pipe 7 → overtank 1. That is, by adjusting the water level in the communication pipe 7 using air pressure, a desired amount of backwash water can be obtained.

なお、筒体12に穿設する通水孔13として
は、第2図に示すように、縦長のスリツト形状に
すれば、逆洗水量をリニアに変化させることがで
き、またスリツト形状の幅を下方に向けて漸減さ
せれば少流量のコントロールが容易となる。
Note that if the water passage hole 13 formed in the cylinder body 12 is formed into a vertically long slit shape as shown in FIG. 2, the amount of backwash water can be changed linearly, and the width of the slit shape can be changed linearly. If the flow rate is gradually decreased downward, it becomes easier to control a small flow rate.

また、通水孔13の孔径を変えることによつて
微量時のコントロールをより正確に調節するよう
にしても良い。例えば、孔径を順次小さくする等
である。
Further, by changing the hole diameter of the water passage hole 13, control at a minute amount may be adjusted more accurately. For example, the pore diameter may be gradually reduced.

さらに、筒体12の上端は、開口したものでも
密閉したものでもかまわない。
Further, the upper end of the cylindrical body 12 may be open or closed.

〔考案の効果〕 以上述べたように本考案によれば、過水流出
渠内の過水を逆洗水として使用するに際し、
過水流出渠内の連通管内の水位を空気圧によつて
任意に調節し、過水流出渠から筒体を経て連通
管内に流れる逆洗水の流れを円滑にし、しかもそ
の水量を自由に変えることができ、必要とする最
適の逆洗水量を正確かつ容易に得ることができる
ものである。
[Effects of the invention] As described above, according to the invention, when using overwater in the overflow drain as backwash water,
To arbitrarily adjust the water level in a communicating pipe in an overwater outflow conduit using air pressure, to smooth the flow of backwash water flowing from the overwater outflow conduit through a cylindrical body into the communication pipe, and to freely change the amount of water. This makes it possible to accurately and easily obtain the optimum amount of backwash water required.

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

第1図及び第2図は、それぞれ逆洗中の本考案
の実施例を示す要部の縦断面図である。 1……過槽、2……逆洗排水樋、3……材
層、4……集水室、5……溢流壁、6……過水
流出渠、7……連通管、8……管、9……空気
弁、10……空気供給管、11……大気開放弁、
12……筒体、13……通水孔。
FIGS. 1 and 2 are longitudinal sectional views of essential parts of the embodiment of the present invention during backwashing, respectively. 1... Over tank, 2... Backwash drain, 3... Material layer, 4... Water collection room, 5... Overflow wall, 6... Overflow drain, 7... Communication pipe, 8... ...pipe, 9 ... air valve, 10 ... air supply pipe, 11 ... atmosphere release valve,
12... Cylindrical body, 13... Water hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 重力式過槽に溢流壁を有する過水流出渠を
付設して該過水流出渠内に前記重力式過槽の
下部から過水を導く連通管を設けた重力式過
装置において、前記連通管を上向きに屈曲延長さ
せて上端を閉塞すると共に連通管頂部に空気弁を
備えた空気供給管と大気開放弁を連結し、さらに
該連通管内に前記過水流出渠内と連通した筒体
を緩挿し、該筒体の上端を前記溢流壁頂部より下
方に位置せしめると共に該筒体に複数の通水孔を
穿設したことを特徴とする重力式過装置。
In a gravity type filtration device, a gravity type overflow tank is provided with an overflow drain having an overflow wall, and a communication pipe for guiding overwater from a lower part of the gravity type overflow tank is provided in the overwater outflow conduit. The pipe is bent and extended upward to close the upper end, and an air supply pipe equipped with an air valve at the top of the communication pipe is connected to an atmosphere release valve, and a cylindrical body that communicates with the inside of the overwater outflow conduit is placed in the communication pipe. 1. A gravity type filtration device, characterized in that the cylindrical body is loosely inserted, the upper end of the cylindrical body is positioned below the top of the overflow wall, and a plurality of water passage holes are bored in the cylindrical body.
JP5269990U 1990-05-22 1990-05-22 Expired - Lifetime JPH0532164Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5269990U JPH0532164Y2 (en) 1990-05-22 1990-05-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5269990U JPH0532164Y2 (en) 1990-05-22 1990-05-22

Publications (2)

Publication Number Publication Date
JPH0414104U JPH0414104U (en) 1992-02-05
JPH0532164Y2 true JPH0532164Y2 (en) 1993-08-18

Family

ID=31573226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5269990U Expired - Lifetime JPH0532164Y2 (en) 1990-05-22 1990-05-22

Country Status (1)

Country Link
JP (1) JPH0532164Y2 (en)

Also Published As

Publication number Publication date
JPH0414104U (en) 1992-02-05

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