JPS5867308A - Filter for washing filter medium by circulation - Google Patents

Filter for washing filter medium by circulation

Info

Publication number
JPS5867308A
JPS5867308A JP56164255A JP16425581A JPS5867308A JP S5867308 A JPS5867308 A JP S5867308A JP 56164255 A JP56164255 A JP 56164255A JP 16425581 A JP16425581 A JP 16425581A JP S5867308 A JPS5867308 A JP S5867308A
Authority
JP
Japan
Prior art keywords
water
media
pipe
filter
washing
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
Application number
JP56164255A
Other languages
Japanese (ja)
Inventor
Katsuya Kobayashi
小林 勝弥
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.)
Proterial Ltd
Original Assignee
Hitachi Metals 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 Hitachi Metals Ltd filed Critical Hitachi Metals Ltd
Priority to JP56164255A priority Critical patent/JPS5867308A/en
Publication of JPS5867308A publication Critical patent/JPS5867308A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a compact and energy-saving type filter obtained by installing a washing pipe in a filter layer, in which water freely passes in the horizontal direction, and jetting a pressurized fluid from an injection nozzle to circulate granular media through the inside of a washing pipe which washing the media. CONSTITUTION:Raw water is fed from a supply pipe 24 and is passed through a flow-in chamber 17 of a filter layer 15 and a water gathering chamber 19, and clarified water is recovered to a recovery pipe 27 from a water gathering trough 25. When the need to wash granular filter media L and S occurs, a fluid is jetted from an injection nozzle 29 to blow up the media L and S, gathered along the surface of a slanted bottom 12 to the lower side of an opening port 20a of a washing pipe 20. thereby agitating and floating the media to wash them and discharging them together with waste washing water to the upper side of the layer 15 from the top end of the washing pipe 20 through a charging port 21. Thus the fine granular media S are concentrated to be stacked on the side of the chamber 19 and the coarse media L are stacked on the side of the chamber 17, respectively and then the media L and S are classified in the horizontal direction. Further the discharged waste washing water is exhausted out of a tank through an exhausting pipe 28.

Description

【発明の詳細な説明】 この発明は、粒状ろ材層に水を通して、清澄処理するろ
過装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a filtration device that performs clarification by passing water through a granular filter layer.

従来の粒状ろ材使用の一般的ろ過装置を第1図に例示す
る。ろ過層1は最下部に集配水室2を形成する如く支持
床3を設け、この支持床3の上に支持砂利4を敷き、こ
の支持砂利4の上にろ過層5 (主に砕砂)を層状に充
填し、この層状ろ渦層5の上方に給排水樋6を設ける。
A typical filtration device using a conventional granular filter medium is illustrated in FIG. A support bed 3 is provided at the bottom of the filtration layer 1 to form a water collection and distribution chamber 2, support gravel 4 is laid on this support bed 3, and a filtration layer 5 (mainly crushed sand) is placed on top of this support gravel 4. It is filled in a layered manner, and a water supply and drainage gutter 6 is provided above the layered filter vortex layer 5.

原水槽7には給水ポンプ8を設けて給排水樋6に接続し
、処理水槽9は集配水室2に連通し、途中に逆洗用ポン
プ10を設ける。また排水弁11を給排水樋6に接続す
る。
The raw water tank 7 is provided with a water supply pump 8 and connected to the water supply and drainage gutter 6, and the treated water tank 9 is communicated with the water collection and distribution room 2, and a backwash pump 10 is provided in the middle. Further, the drain valve 11 is connected to the water supply and drainage gutter 6.

給水ポンプ8により、原水槽7から給排水樋6に原水を
供給すると、原水は給排水ffi 6を溢流してろ過層
5の層を通過するとき、原水中の濁質はろ渦層5に係+
FL、清澄水が支持砂利4と支持床3とを通過して流下
し、集配水室2から処理水槽9へ流入して回収される。
When raw water is supplied from the raw water tank 7 to the water supply and drainage gutter 6 by the water supply pump 8, when the raw water overflows the water supply and drainage ffi 6 and passes through the filtration layer 5, the turbidity in the raw water becomes attached to the filter vortex layer 5.
FL, clear water flows down through the supporting gravel 4 and the supporting bed 3, flows from the water collection and distribution chamber 2 into the treated water tank 9, and is collected.

ろ過層5に係止した濁質が多くなると、供給ポンプ8を
停止し、逆洗用ポンプ10により、処理槽9内の清澄水
を集配水室2から上方に吹き上げてろ過層5を攪拌浮動
し洗浄する。浮動するろ過層5の間から浮上したろ過滓
は、給排水樋6に流入した後排水弁11を通して排出す
るのである。
When the amount of suspended matter trapped in the filtration layer 5 increases, the supply pump 8 is stopped, and the backwashing pump 10 blows the clear water in the treatment tank 9 upward from the water collection and distribution chamber 2 to stir and float the filtration layer 5. and wash. The filtration slag floating between the floating filtration layers 5 flows into the water supply and drainage gutter 6 and is then discharged through the drain valve 11.

しかし、前記ろ過層5の層(以下ろメ、゛・5層という
)は、第2図に示すように、逆流洗浄により粗粒砂5a
を下層に、細粒砂5bを上層に分級j、て積層し、上層
部の細粒砂5bにろ過滓を係止してろ渦層の閉塞を早め
る。従ってろ過J・nの閉塞を解消するために頻繁に洗
浄を繰り返す必要がある。
However, as shown in FIG.
The fine grain sand 5b is classified as a lower layer and the fine grain sand 5b is classified as an upper layer, and the filter slag is retained in the fine grain sand 5b in the upper layer to speed up the blockage of the filter vortex layer. Therefore, it is necessary to repeat cleaning frequently to eliminate blockages in the filtration J.n.

この対策として、第3図に示すように原水槽7を集配水
室2に接続し、給排水樋6を処理水槽9に接続した上向
流によるろ過と、第4図の如く粗粒の砕砂5a層と細粒
の砕砂5b層の上に、水と砕砂5a、5bの■]の比重
を有し砕砂5aよりも大粒の粒状ろ材(例えばアンスラ
サイト、石炭粒等)5cを層状に充填したろ渦層とを併
用した上向流ろ過装置も用いられて来た。
As a countermeasure against this problem, as shown in Fig. 3, the raw water tank 7 is connected to the water collection and distribution room 2, and the water supply and drainage gutter 6 is connected to the treated water tank 9. On top of the layer and fine crushed sand 5b layer, a granular filter material 5c (for example, anthracite, coal grains, etc.) having a specific gravity of water and crushed sand 5a, 5b and larger than the crushed sand 5a (for example, anthracite, coal grains, etc.) is filled in a layer. Upflow filtration devices in conjunction with vortex beds have also been used.

しかし、これらの装置箇は、ろ渦層が濁質により閉塞す
る都度、ろ過流の数倍の水量によりろ過j曽を全面洗浄
しなければならないので、ろ過設備の数倍の能力の逆洗
用ポンプと逆洗水貯留槽を必要とし、設備が大型になる
欠点があった。
However, with these devices, each time the filtration vortex layer becomes clogged with turbid matter, the filtration system must be completely cleaned with water several times the volume of the filtration flow. This method requires a pump and a backwash water storage tank, which has the disadvantage of increasing the size of the equipment.

この発明は前記欠点に鑑み、小型の洗浄設(+iijと
重力通水を組み合わせた、小型で省エネルギー型のろ過
装置を提供することを目的とする。
In view of the above drawbacks, it is an object of the present invention to provide a small and energy-saving filtration device that combines a small washing facility (+iij) and gravity water flow.

この発明の意図するところは、水平方向に重力通水自在
なろ渦層に、噴射[[29に臨む洗浄管20を付設し、
ろ材をろ渦層の下層から上;胃に洗浄しながら循環させ
ようとするのである。
The purpose of this invention is to attach a cleaning pipe 20 facing the jet [[29] to a filter vortex layer through which water can freely pass by gravity in the horizontal direction;
The intention is to circulate the filter medium from the lower layer of the filtration vortex layer to the upper layer of the stomach while washing it.

すなわち、この発明のる材循環洗浄式ろ過装置は、も!
状ろ材を水平方向に分級して充填したろ渦層の一方の側
から原水を流入し1他方の側から清澄水を流出するろ過
装置において、傾斜底の下端とjll:i胴の上部とを
連通ずる洗浄管を設け、この洗浄管の下方に、この洗浄
管の下端の開口に臨む噴射口を設けたことを特徴とする
ものである。
In other words, the material circulation cleaning type filtration device of this invention is also!
In a filtration device in which raw water flows in from one side of a filter vortex layer filled with horizontally classified filter media and clear water flows out from the other side, the lower end of the inclined bottom and the upper part of the body are connected. The present invention is characterized in that a communicating cleaning pipe is provided, and an injection port is provided below the cleaning pipe facing the opening at the lower end of the cleaning pipe.

この発明の一実施例を第5図により説明する。An embodiment of this invention will be explained with reference to FIG.

第5図は縦断面図である。図において、漏斗状の傾斜底
12の上に作t1状の検温13を接続してろ過層14を
形成し、このろ湯槽14内に前記検温13と適宜の間〃
、4をおいて流入側支持枠16をほぼ鉛直に立設し、検
温13との1111に流入室17を形成する。前記流入
側支持枠16は、ろ湯槽工4の中心部に向って下方に傾
斜した多数のろ材支持板16aを適宜の間19、曙をお
いて積み重ね、最上段に上方に伸びる隔壁16 bを設
けたものである。
FIG. 5 is a longitudinal sectional view. In the figure, a t1-shaped thermometer 13 is connected to a funnel-shaped inclined bottom 12 to form a filtration layer 14.
, 4, and the inflow side support frame 16 is set up almost vertically, and an inflow chamber 17 is formed at 1111 with the temperature measurement 13. The inflow side support frame 16 is constructed by stacking a large number of filter medium support plates 16a that are inclined downward toward the center of the filter tank 4 at appropriate intervals 19, and has a partition wall 16b extending upwardly at the top stage. It was established.

またろ過層14の中心部に適宜の内径を有する集水側支
持枠18をほぼ鉛直に立設する。この集水側支持枠18
は、外側に向って下方に傾斜する多数のろ材支持板18
aを適宜の間隔をおいて積み重ね、最上段に上方に伸び
る管状部18bを設けたものである。さらに集水側支持
枠18内のろ過層14の中心部に、下端に逆漏斗状の開
口部2 +’)aを有する洗浄管20を、傾斜底12と
適宜の間隔をおいて立設し、前記集水側支持枠18との
間に第水室19を形成する。そして洗浄管20の上端を
下向きのる材膜入口21に接続すると共に、上端部近傍
と前記集水側支持枠18の管状部18bの上端とを、傾
斜面22を介して接続し、管状部18bの上端を密閉す
る。しかして、前記流入側支持枠16と集水側支持枠1
8との間のろ材収容室に、組粒ろ材りと細粒ろ材Sとを
、粗粒ろ材りを流入側支持枠16側に1細粒ろ材Sを集
水側支持枠18側にして、それぞれほぼ鉛直に積層して
充填しろ渦層15を形成する。そして流入側支持枠16
y隔壁16bの上縁より低い位置において、流入室17
と槽外の原水槽23とを原水供給管24を介して連通ず
る。また隔壁16b内におけるろ過)t’t 15の上
方の、原水供給管24の連通位置よりも低所に集水樋2
5を設けて為集水管26を介して集水室19と連通ずる
と共に、槽外の回収管27と連通ずる。ざらにろ過+1
・115の上方には、構外に連通ずる洗浄排水管28の
流入口28aを開口する。さらにまた前記傾斜底12の
傾斜下端に、洗浄管2oの下端開口部20aK臨む、圧
力空気等の流体の噴射[[29をJりける。
In addition, a water collection side support frame 18 having an appropriate inner diameter is installed approximately vertically in the center of the filtration layer 14. This water collection side support frame 18
is a large number of filter media support plates 18 that are inclined downwardly toward the outside.
A are stacked at appropriate intervals, and a tubular portion 18b extending upward is provided at the top. Further, in the center of the filtration layer 14 in the water collection side support frame 18, a cleaning pipe 20 having an inverted funnel-shaped opening 2+')a at the lower end is erected at an appropriate distance from the inclined bottom 12. , a water chamber 19 is formed between the water collection side support frame 18 and the water collection side support frame 18 . Then, the upper end of the cleaning pipe 20 is connected to the downwardly directed material membrane inlet 21, and the vicinity of the upper end and the upper end of the tubular part 18b of the water collection side support frame 18 are connected via the inclined surface 22, and the tubular part Seal the upper end of 18b. Therefore, the inflow side support frame 16 and the water collection side support frame 1
In the filter medium storage chamber between 8 and 8, put a set filter medium and a fine filter medium S, with the coarse filter medium on the inflow side support frame 16 side and the fine filter medium S on the water collection side support frame 18 side, They are stacked almost vertically to form a packed vortex layer 15. And the inflow side support frame 16
At a position lower than the upper edge of the y partition wall 16b, the inflow chamber 17
and a raw water tank 23 outside the tank are communicated via a raw water supply pipe 24. In addition, a water collection gutter 2 is located above the filtration inside the partition wall 16b and lower than the communication position of the raw water supply pipe 24.
5 is provided so that it communicates with the water collection chamber 19 via the water collection pipe 26, and also with a recovery pipe 27 outside the tank. Rough filtration +1
- An inlet 28a of a washing drain pipe 28 communicating with the outside of the premises is opened above the pipe 115. Furthermore, a fluid such as pressurized air is ejected from the lower end of the inclined bottom 12 facing the lower end opening 20aK of the cleaning pipe 2o.

前記構成の作用を次に説明する。The operation of the above configuration will be explained next.

午 光重原水供給管24から供紹すると、原水に、原水供給
管24と回収管27との落差によりろ渦層15の中で流
入室17から集水室19に向う水平幅流が誘起される。
When the raw water is introduced from the light heavy raw water supply pipe 24, a horizontal width flow is induced in the raw water from the inflow chamber 17 to the water collection chamber 19 in the filtration vortex layer 15 due to the head difference between the raw water supply pipe 24 and the recovery pipe 27. Ru.

支持枠16.18は、粒状ろ拐LXSを充」〕″↓した
ろ渦層15をほぼ鉛直に支持し、このろ渦層]5に水平
幅流を自由に通過させて原水を711.澄にろ過する。
The support frames 16 and 18 almost vertically support the filter vortex layer 15 filled with the granular filter LXS, and allow a horizontal wide flow to freely pass through the filter vortex layer 5 to clarify the raw water. to filter.

ろ過少の清澄水は集水室19内を上昇し、集水管26を
通って集水樋25に入り、回収管27を経て槽外に回収
される。
Clear water with little filtration rises in the water collection chamber 19, passes through the water collection pipe 26, enters the water collection gutter 25, and is collected outside the tank through the collection pipe 27.

前記ろ過により粒状ろ拐り、Sに係止した濁質が規定量
に達したときは、噴射口29から流体を噴出させて、傾
斜底12の斜面に沿って洗浄管20の開口部20aの下
方に集まった粒状ろ材L1Sを噴き上げ、洗浄管20内
で攪拌浮動させ、互いに接触させて競合洗浄し、洗浄管
20の上端から投入口21を介して、洗浄廃水と共にろ
渦層15の上方に放出する。このとき集水側支持枠18
の」二方の管状部18bの上端が傾斜面22になってい
るので、この知多1面22がシュートをなって放出され
た粒状ろ材J Sはろ過J’tff15上に誘導さね、
集水室19側が高い斜11f1を形成する。この斜面に
より、集水室19 (1111に細粒ろ材Sが集中して
積層し、流入室17側に粗粒ろ材りが集中して積層する
。すなわち、粒状ろ材1.sを水平方向に分級する。
When the granular suspended solids removed by the filtration and suspended in the S reach a specified amount, the fluid is jetted from the injection port 29 and flows along the slope of the inclined bottom 12 to the opening 20a of the cleaning pipe 20. The granular filter media L1S gathered at the bottom are spouted up, stirred and floated in the cleaning tube 20, brought into contact with each other for competitive cleaning, and then passed from the upper end of the cleaning tube 20 through the inlet 21 to the upper part of the filter vortex layer 15 together with the cleaning waste water. discharge. At this time, the water collection side support frame 18
Since the upper ends of the two tubular portions 18b are sloped surfaces 22, the granular filter media JS discharged from the Chita 1 side 22 becomes a chute and is not guided onto the filtration J'tff15.
The water collection chamber 19 side forms a high slope 11f1. Due to this slope, the fine filter media S is concentrated and stacked in the water collection chamber 19 (1111), and the coarse filter media S is concentrated and stacked on the inflow chamber 17 side.In other words, the granular filter media 1.s are sorted horizontally. do.

前記洗浄により粒状ろ材り、Sが洗浄管20内に噴き上
げられると、ろ渦層15の下端の粒状ろ材り、Sは、傾
斜底12に沿って流動して洗浄管20の開口部どOaの
下方に集まり、ろ渦層15は順次下降して、前記6()
浄を継続することができるものである。しかもこの洗浄
は、前記水平幅流によるろ過を停止することなく、必要
な時期に自由に行なうことができるものである。
When the granular filter material S is blown up into the cleaning pipe 20 by the washing, the granular filter material S at the lower end of the filtration swirl layer 15 flows along the inclined bottom 12 and reaches the opening Oa of the cleaning pipe 20. The filter vortex layer 15 gradually descends to form the above 6().
It is possible to continue purification. Moreover, this washing can be carried out freely at any time required without stopping the filtration using the horizontal wide flow.

洗浄後粒状ろ拐り、Sと共にろ渦層15上に放出された
洗浄廃水d・洗浄排水管28を介して槽外に排出する。
After washing, the granules are filtered and washed together with S, which is discharged to the outside of the tank through the washing waste water d discharged onto the filtration vortex layer 15 and the washing drain pipe 28.

なお、この発明のろ過装置は次のようにしてもよい。Note that the filtration device of the present invention may be configured as follows.

1、回収管2ワならびに洗浄排水管28の速中に、調整
jγ30を内装する回収水溢流枡31ならびに排水溢流
枡32を設けて、ろ過流および洗浄流を微調整する。。
1. A recovery water overflow tank 31 and a wastewater overflow tank 32, which are equipped with an adjustment jγ 30, are installed in the speed of the recovery pipe 2 and the cleaning drain pipe 28 to finely adjust the filtration flow and the cleaning flow. .

2、噴射口29に、原水供給管24と連通ずる給水管3
3を合流して設け、洗浄管20の洗浄流を調整する。
2. A water supply pipe 3 that communicates with the raw water supply pipe 24 to the injection port 29
3 are combined to adjust the cleaning flow of the cleaning pipe 20.

6、 前記説明は、支持枠16.18を筒状のろ過層1
4内に同心に設けた実施例について述べたが、支持枠1
6.18およびろ過層14を多角形その他の形状にして
もよい。
6. In the above description, the support frame 16.18 is connected to the cylindrical filter layer 1.
Although the example in which the support frame 1 is provided concentrically within the support frame 1 has been described,
6.18 and the filter layer 14 may have a polygonal or other shape.

上述のようにこの発明のろ懸装fi’tは、水平方向に
通水自在なろ渦層に洗浄管を付設し、噴射口から圧力流
体を噴出して粒状ろ材を洗浄管内で洗浄し循環するよう
にしたものであるから1大型の逆洗用ポンプを必要とし
ない。従って設(nifが小型になると共に、省エネル
ギ一つソ1果を有するものである。
As mentioned above, in the filter suspension fi't of the present invention, a cleaning pipe is attached to the filter vortex layer that can freely pass water in the horizontal direction, and pressurized fluid is jetted from the injection port to clean and circulate the granular filter media within the cleaning pipe. Since it is designed to do this, a large backwash pump is not required. Therefore, the NIF can be made smaller and has the advantage of saving energy.

【図面の簡単な説明】 第1図は従来の一般的な重力ろ過を置の説明図、第2図
は単層ろ渦層のろ材粒度分布図、第3図は従来の上向流
ろ過装置の説明図、第4図は複層ろ渦層のろ材粒度分布
図、第5図は本発明の一実施例を示す縦断面図である。 12:傾斜底、13:槽周、20:洗浄管、29 :噴
射口、Lニオ且λ立ろ#、S二≠・lll3#Lろ材代
理人 弁理士 本  間    崇 43
[Brief explanation of the drawings] Fig. 1 is an explanatory diagram of a conventional general gravity filtration system, Fig. 2 is a filter medium particle size distribution diagram of a single-layer filter swirl layer, and Fig. 3 is a conventional upward flow filtration device. FIG. 4 is a filter medium particle size distribution diagram of a multi-layer filter swirl layer, and FIG. 5 is a longitudinal sectional view showing an embodiment of the present invention. 12: Inclined bottom, 13: Tank circumference, 20: Washing pipe, 29: Injection port, LNio and λ stand #, S2≠・ll3#L filter material agent Patent attorney Takashi Honma 43

Claims (1)

【特許請求の範囲】[Claims] 粒状ろ材を水平方向に分級して充填したろ渦層の一方の
側から原水を流入し、他方の側から清澄水を流出するろ
過装置において、傾斜底の下端と檀胴の上部とを連通ず
る洗浄管を設け、この洗浄管の下方に、この洗浄管の下
端の開[1に臨む噴射口を設けたことを特徴とするろ材
循環洗浄式ろ過装置。
In a filtration device in which raw water flows in from one side of a filter vortex layer filled with horizontally classified granular filter media, and clear water flows out from the other side, the lower end of the inclined bottom and the upper part of the dandelion are connected. A filter medium circulation cleaning type filtration device, characterized in that a cleaning pipe is provided, and an injection port facing the opening [1] at the lower end of the cleaning pipe is provided below the cleaning pipe.
JP56164255A 1981-10-16 1981-10-16 Filter for washing filter medium by circulation Pending JPS5867308A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56164255A JPS5867308A (en) 1981-10-16 1981-10-16 Filter for washing filter medium by circulation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56164255A JPS5867308A (en) 1981-10-16 1981-10-16 Filter for washing filter medium by circulation

Publications (1)

Publication Number Publication Date
JPS5867308A true JPS5867308A (en) 1983-04-21

Family

ID=15789618

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56164255A Pending JPS5867308A (en) 1981-10-16 1981-10-16 Filter for washing filter medium by circulation

Country Status (1)

Country Link
JP (1) JPS5867308A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013202453A (en) * 2012-03-27 2013-10-07 Kubota Corp Moving floor type filter tank, and septic tank having the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013202453A (en) * 2012-03-27 2013-10-07 Kubota Corp Moving floor type filter tank, and septic tank having the same

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