JPH0523201Y2 - - Google Patents
Info
- Publication number
- JPH0523201Y2 JPH0523201Y2 JP13503588U JP13503588U JPH0523201Y2 JP H0523201 Y2 JPH0523201 Y2 JP H0523201Y2 JP 13503588 U JP13503588 U JP 13503588U JP 13503588 U JP13503588 U JP 13503588U JP H0523201 Y2 JPH0523201 Y2 JP H0523201Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- pipe
- overflow
- gravity
- air
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 65
- 238000004891 communication Methods 0.000 claims description 19
- 238000001914 filtration Methods 0.000 claims description 10
- 230000005484 gravity Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 description 11
- 238000011001 backwashing Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
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、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, and other liquids.
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、重力式過層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 backwashing of this material layer is constructed by attaching an overflow drain with an overflow wall to the gravity-type filtration layer. A communication pipe with a submerged opening is provided in the overflow drain to communicate with the overwater collection chamber at the lower part of the gravity type overflow tank, and this communication pipe is connected to an inverted U-shaped siphon forming pipe within the overflow drain. The reason,
At the time of backwashing the material layer, a system was devised in which a siphon is formed in the siphon-forming pipe by the water level difference, and the excess water in the overwater outflow drain is caused to flow back into the water collection chamber, thereby backwashing the material layer. .
また同時に、前記連通管を過水流出渠内で上
向きに屈曲させて水没開口させ、その開口端部を
上端が閉塞された筒体(箱状体)内に遊挿したも
のも考案されていた。 At the same time, a system was also devised in which the communication pipe was bent upward in the overflow drain to open it submerged in water, and the open end was loosely inserted into a cylinder (box-like body) whose upper end was closed. .
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〕
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、前記連通管の端部付近
に複数の通水孔を穿設すると共に連通管を上向き
に屈曲させて前記溢流壁頂部より下方に連通管端
部を位置せしめ、該連通管端部を下端が前記通水
孔より下方に延び上端が閉塞された筒体内に遊挿
し、該筒体内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たことを特徴とする重力式
過装置である。[Means for Solving the Problems] The present invention includes attaching an overflow drain having an overflow wall to the gravity overflow tank, and guiding overwater into the overwater outflow drain from the lower part of the gravity overflow tank. In a gravity-type filtration device provided with a communicating pipe, a plurality of water passage holes are bored near the end of the communicating pipe, and the communicating pipe is bent upward to extend the end of the communicating pipe below the top of the overflow wall. The end of the communication pipe was loosely inserted into a cylinder whose lower end extended below the water passage hole and whose upper end was closed, and an air supply pipe equipped with an air valve at the top of the cylinder was connected to an atmosphere release valve. This is a gravity-type filtration device characterized by the following.
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筒体内を大
気に開放しておき、過槽の下部からの過水は
連通管を経て筒体により流れ方向が下向きに変え
られながら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, during overprocessing, the air valve is closed and the atmosphere release valve is opened to open the inside of the cylinder to the atmosphere, and superhydrous water from the lower part of the overtank passes through the communication pipe to the cylinder. The flow direction is changed downward as it reaches the overflow drain, 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、過槽の通
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筒体内
に供給し、筒体内の水位を連通管の通水孔より下
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筒体内に
供給される空気圧を任意に調整し、筒体内の水位
を適宜高めれば、水と接する通水孔の個数(通水
面積)が変わり、通水孔から連通管を経て過槽
へ逆流する逆洗水量を所望量に調節することがで
きる。 When the water flow resistance of the overtank increases to a predetermined value while such filtration continues, the overtank is backwashed. That is, the over-process is stopped, the atmosphere release valve is closed, the air valve is opened and air is supplied from the air supply pipe into the cylinder, the water level inside the cylinder is lowered below the water passage hole of the communication pipe, and 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 into the cylinder by adjusting the opening of the air valve, etc., and increasing the water level inside the cylinder as appropriate, the number of water passage holes (water passage area) that come into contact with water will change. The amount of backwash water flowing back from the water hole to the overtank via the communication pipe can be adjusted to a desired amount.
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の過水流出渠6内開口端部付近には
複数の通水孔8が穿設され、この連通管7は上向
きに屈曲されて溢流壁5の頂部より下方に開口端
が位置されている。また、連通管7の開口端付近
は、下端が通水孔8の部分より下方に延び上端が
閉塞された筒体9内に遊挿され、筒体9の頂部に
は管10を介して空気弁11を備えた空気供給管
12が連結され、また管10には大気開放弁13
も連結されている。 A plurality of water holes 8 are bored near the opening end of the communication pipe 7 in the overflow drain 6, and the communication pipe 7 is bent upward so that the opening end is located below the top of the overflow wall 5. has been done. Further, the vicinity of the open end of the communication pipe 7 is loosely inserted into a cylinder 9 whose lower end extends downward from the water passage hole 8 and whose upper end is closed. An air supply pipe 12 equipped with a valve 11 is connected to the pipe 10, and an atmosphere release valve 13 is connected to the pipe 10.
are also connected.
しかして、過工程中は、大気開放弁13を開
いて筒体9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を経て筒体9内に至り、筒体9の下端
から過水流出渠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 the overprocessing, the atmosphere release valve 13 is opened to open the inside of the cylinder 9 to the atmosphere, and the overwater that has passed through the material layer 3 in the overflow tank 1 is communicated from the water collection chamber 4. The water reaches the inside of the cylinder 9 through the pipe 7, flows out from the lower end of the cylinder 9 into the overflow drain 6, overflows the overflow wall 5, and is guided to a 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13を閉じ、空
気弁11を開いて空気供給管12から空気を筒体
9内に供給し、筒体9内の水位を連通管7の通水
孔8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 13, open the air valve 11 to supply air from the air supply pipe 12 into the cylinder 9, and adjust the water level in the cylinder 9 to the water hole of the communication pipe 7. Lower it to an appropriate position below the part 8, and drain the water in the excess tank 1 while preventing the excess water in the excess water outflow channel 6 from flowing back from the communication pipe 7 to the excess tank 1.
The water level in the overflow tank 1 is sufficiently lowered to a predetermined position below the backwash drainage gutter 2.
過槽1内の水位が十分に下がつたのち、空気
弁11の開度調節によつて筒体9内に供給される
空気圧を調整し、筒体9内の水位を調節して水と
接する通水孔8の個数を変え、通水孔8を逆流通
過する水量を調節する。即ち、空気圧によつて筒
体9内の水位を調節することによつて、所望の逆
洗水量を得ることができる。 After the water level in the tank 1 has fallen sufficiently, the air pressure supplied to the cylinder body 9 is adjusted by adjusting the opening of the air valve 11, and the water level in the cylinder body 9 is adjusted so that it comes into contact with water. The number of water holes 8 is changed to adjust the amount of water flowing backward through the water holes 8. That is, by adjusting the water level in the cylinder body 9 using air pressure, a desired amount of backwash water can be obtained.
なお、連通管7の開口端部付近の通水孔8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。 In addition, if the water passage hole 8 near the open end of the communication pipe 7 is made in the shape of a vertically long slit, as shown in FIG. 2, the amount of backwash water can be changed linearly. If the width is gradually decreased downward, it becomes easier to control small flow rates.
また、通水孔8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 diameter of the water passage hole 8, the control at a minute amount may be adjusted more accurately. For example, the pore diameter may be gradually reduced.
さらに、前記実施例では、連通管7の端部を開
口させた例を示したが、密閉状態としたものでも
かまわない。 Further, in the embodiment described above, an example was shown in which the end of the communication tube 7 was opened, but it may be in a closed state.
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、
過水流出渠内の筒体内の水位を空気圧によつて任
意に調節し、連通管から逆流する逆洗水量を自由
に変えることができ、必要とする最適の逆洗水量
を容易に得ることができるものである。
As described above, according to the present invention, when using overwater in the overflow drain as backwash water,
The water level inside the cylinder in the overflow drain can be arbitrarily adjusted using air pressure, and the amount of backwash water flowing back from the communication pipe can be freely changed, making it easy to obtain the optimal amount of backwash water required. It is possible.
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……通水孔、9……筒
体、10……管、11……空気弁、12……空気
供給管、13……大気開放弁。
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... ... Water hole, 9 ... Cylindrical body, 10 ... Pipe, 11 ... Air valve, 12 ... Air supply pipe, 13 ... Atmosphere release valve.
Claims (1)
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、前記連通管の端部付近に複数の通
水孔を穿設すると共に連通管を上向きに屈曲させ
て前記溢流壁頂部より下方に連通管端部を位置せ
しめ、該連通管端部を下端が前記通水孔より下方
に延び上端が閉塞された筒体内に遊挿し、該筒体
内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. A plurality of water passage holes are bored near the end of the pipe, and the communicating pipe is bent upward to position the communicating pipe end below the top of the overflow wall, so that the lower end of the communicating pipe is connected to the passage. 1. A gravity-type filtration device, characterized in that the air supply pipe is loosely inserted into a cylindrical body extending downward from a water hole and whose upper end is closed, and an air release valve is connected to an air supply pipe provided with an air valve at the top of the cylindrical body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13503588U JPH0523201Y2 (en) | 1988-10-18 | 1988-10-18 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13503588U JPH0523201Y2 (en) | 1988-10-18 | 1988-10-18 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0257110U JPH0257110U (en) | 1990-04-25 |
| JPH0523201Y2 true JPH0523201Y2 (en) | 1993-06-15 |
Family
ID=31394314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13503588U Expired - Lifetime JPH0523201Y2 (en) | 1988-10-18 | 1988-10-18 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0523201Y2 (en) |
-
1988
- 1988-10-18 JP JP13503588U patent/JPH0523201Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0257110U (en) | 1990-04-25 |
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