JPS5927606B2 - filtration device - Google Patents

filtration device

Info

Publication number
JPS5927606B2
JPS5927606B2 JP56035883A JP3588381A JPS5927606B2 JP S5927606 B2 JPS5927606 B2 JP S5927606B2 JP 56035883 A JP56035883 A JP 56035883A JP 3588381 A JP3588381 A JP 3588381A JP S5927606 B2 JPS5927606 B2 JP S5927606B2
Authority
JP
Japan
Prior art keywords
filter sand
pipe
water
net
strainer
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
Application number
JP56035883A
Other languages
Japanese (ja)
Other versions
JPS57150418A (en
Inventor
義彦 上田
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.)
Tokai Rika Service Co Ltd
Original Assignee
Takara Industries 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 Takara Industries Co Ltd filed Critical Takara Industries Co Ltd
Priority to JP56035883A priority Critical patent/JPS5927606B2/en
Publication of JPS57150418A publication Critical patent/JPS57150418A/en
Publication of JPS5927606B2 publication Critical patent/JPS5927606B2/en
Expired legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Description

【発明の詳細な説明】 この発明は濾過装置に関するもので、特にストレーナ−
に特徴を有する濾過装置に係る。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to a filtration device, particularly a strainer.
The present invention relates to a filtration device having the following characteristics.

従来の濾過装置に2けるストレーナ−として。As a strainer for conventional filtration equipment.

集水用多孔管を網体で包覆しているものが看られる。Porous pipes for collecting water can be seen covered with a net.

しかし、従来のこのようなストレーナ−はその網体の洗
浄か充分に行なわれないという欠点かある。
However, such conventional strainers have a disadvantage in that the mesh body cannot be cleaned sufficiently.

そこで、この発明は網体の洗浄が充分に、しかも、特別
の動力を有することなく自動的に行なわれるストレーナ
−を有する濾過装置を目的として提案するものである。
Therefore, the object of the present invention is to provide a filtration device having a strainer that can thoroughly and automatically clean the mesh without using any special power.

以下この発明を実施例を示した図面に基づいて説明する
The present invention will be explained below based on the drawings showing embodiments.

まず構成を説明すると、同図中符号1は濾過槽でL部開
放形とされている。
First, to explain the structure, reference numeral 1 in the figure is a filter tank with an open L portion.

そしてこの濾過槽1内にはほぼ中程の高さまで原水濾過
用の濾過砂か堆積されて濾過砂層2か形成されている。
In this filter tank 1, filter sand for filtering raw water is deposited to approximately the middle height to form a filter sand layer 2.

濾過槽1の側壁には、濾過砂層2E面よりもやや高い位
置に逆止弁3付きのL部属水流入管4か開口されている
An L section water inflow pipe 4 with a check valve 3 is opened in the side wall of the filtration tank 1 at a position slightly higher than the surface of the filtration sand layer 2E.

図示の例では当該濾過装置か養魚池内に設置しであるの
でF部原水流入菅4はこの養魚池に通じている。
In the illustrated example, the filtration device is installed in a fish pond, so the F section raw water inflow pipe 4 communicates with this fish pond.

6は逆洗(逆流洗浄)管で、この逆洗管6におけるL部
属水流入管4の配設部位とほぼ同一の高さ部位(こは逆
止弁付きの原水流入口5か開口され、この原水流入口5
以下の下方部は下部原水流入管として兼用されて濾過砂
層2内に挿通されている。
Reference numeral 6 denotes a backwashing pipe, and the part of this backwashing pipe 6 is located at almost the same height as the location where the L-part metal water inflow pipe 4 is installed. Raw water inlet 5
The lower part below also serves as a lower raw water inflow pipe and is inserted into the filter sand layer 2.

そして濾過槽1の底部近傍位置で導入口が下方に向けて
開口されている。
An inlet is opened downward at a position near the bottom of the filtration tank 1.

各導入口の部分にはそれぞれ導入室形成板が取付けられ
ている。
An introduction chamber forming plate is attached to each introduction port.

また逆洗管6と並行して洗浄空気吹込管7か配設され濾
過槽1の底部近傍位置で複数個に分岐して開口されてい
る。
Further, a cleaning air blowing pipe 7 is disposed in parallel with the backwashing pipe 6, and is branched into a plurality of openings near the bottom of the filtration tank 1.

一方、濾過砂層2内には適宜の深さ位置にストレーナ−
12か配設されている。
On the other hand, a strainer is installed at an appropriate depth in the filter sand layer 2.
12 are arranged.

ストレーナ−12は第2図にも示すように複数個の集水
孔か穿設された集水用多孔管8で構成されている。
As shown in FIG. 2, the strainer 12 is composed of a perforated water collecting pipe 8 having a plurality of water collecting holes.

集水用多孔管8はτ例としてナイロン製網布で筒袋状に
形成された網体10で包覆されてこの筒袋状網体10の
根元部が適宜の針金11等lこより結紮されている。
The water collection porous pipe 8 is covered with a net 10 formed in the shape of a tube bag using a nylon net cloth, for example, and the base of this tube bag-like net 10 is ligated with a suitable wire 11 or the like. ing.

また集水用多孔管8と網体10との間には、当該集水用
多孔管8に螺旋状に巻回された線条体9が介在されてい
る。
Moreover, a filament 9 wound spirally around the porous water collection pipe 8 is interposed between the water collection porous pipe 8 and the net body 10 .

この線条体9は洗浄時に網体10の内表面に摺接するも
のである。
This filamentous body 9 comes into sliding contact with the inner surface of the mesh body 10 during cleaning.

そして集水用多孔管8に連なる流出管13.吸引管18
か吸引源適用のポンプPに通じている。
and an outflow pipe 13 connected to the water collection porous pipe 8. Suction tube 18
It is also connected to a pump P that is used as a suction source.

而して図示の濾過装置は上下の原水流入管とその中間に
配設されたストレーナ−12とで吸引濾過式の丘下流(
ステレオ)濾過装置として構成されている。
The illustrated filtration device uses upper and lower raw water inflow pipes and a strainer 12 disposed between them to form a suction filtration type hill downstream (
(stereo) configured as a filter device.

また濾過槽1内のL力学間部には分離槽15か装備され
ている。
Furthermore, a separation tank 15 is installed in the L-dynamics section within the filtration tank 1.

次に1通常の原水濾過作用について述べる。Next, the normal raw water filtration action will be described.

ポンプ14を稼動させてストレーナ−12を負圧による
吸引作用状態としておく。
The pump 14 is operated to bring the strainer 12 into a suction state using negative pressure.

逆止弁3を経てL部属水流入管4から流入した原水(池
水)は、L記の負圧吸引作用によりその一部は濾過砂層
2L面から下向流となって直接ストレーナ−12に向け
て流れる。
The raw water (pond water) that has flown in from the L-portion water inflow pipe 4 through the check valve 3 becomes a downward flow from the filter sand layer 2L surface due to the negative pressure suction action described in L, and is directed directly to the strainer 12. flows.

また他の一部は逆止弁を経て原水流入口5から下部原水
流入管として兼用されている逆洗管6下方部に流れ込ん
で導入口から濾過砂層2下方部に流入し、L向流となっ
てストレーナ−12に向けて流れる。
The other part passes through a check valve and flows from the raw water inlet 5 into the lower part of the backwash pipe 6, which also serves as the lower raw water inlet pipe, and flows from the inlet into the lower part of the filter sand layer 2, forming an L counterflow. and flows toward the strainer 12.

このようにして濾過砂層2中を丘下方向から層流となっ
て流れる原水は濁質か除去され清澄水゛となってストレ
ーナ−12および流出管13.吸引管18等を経て外部
(養魚池)に吐出返戻される。
In this way, the raw water flowing as a laminar flow from the downhill direction through the filter sand layer 2 removes turbidity and becomes clear water, which is passed through the strainer 12 and the outflow pipe 13. It is discharged and returned to the outside (fish pond) through the suction pipe 18 and the like.

このときストレーナ−12の部分においては。At this time, in the strainer 12 part.

負圧吸引作用で網体10か集水用多孔管8に密着状態と
なり、この網体10を通して清澄水か吸引集水されて濾
過砂の流出か防止され、かつ集水孔等の目詰りか防止さ
れる。
Due to the negative pressure suction action, the net 10 comes into close contact with the water collecting porous pipe 8, and clear water is suctioned and collected through the net 10, preventing filter sand from flowing out, and preventing clogging of water collecting holes, etc. Prevented.

次いで濾過砂の逆洗作用を述べる。Next, the backwashing action of filter sand will be described.

E記のような原水濾過の継続運転により濾過砂の濾過砂
層2に目詰り閉塞か生じてくると濾過抵抗即ちポンプ1
4に負圧水頭h)かかつてくる。
When the filter sand layer 2 of the filter sand becomes clogged or clogged due to continuous operation of raw water filtration as shown in E, the filtration resistance, that is, the pump 1
A negative pressure head h) is applied to 4.

そこで負圧計ゲージ等の監視により濾過運転を中止して
洗浄操作を実施する。
Therefore, by monitoring the negative pressure gauge, etc., the filtration operation is stopped and the cleaning operation is performed.

まず始めに適宜のバルブ等を開いて空気吹込管7から洗
浄用空気を吹込む。
First, a suitable valve or the like is opened to blow in cleaning air from the air blowing pipe 7.

これと同時に逆洗管6から導入口を経て空気のトンネル
穴を塞ぐ程度の少量の水を濾過砂層2の下方部に導入す
る。
At the same time, a small amount of water is introduced into the lower part of the filter sand layer 2 from the backwash pipe 6 through the inlet to close the air tunnel hole.

この逆洗水導入によって濾過砂は動揺攪乱されこの濾過
砂同士の擦り合わせにより付着濁質か解離される。
By introducing this backwash water, the filter sand is agitated and the adhering suspended solids are dissociated by rubbing the filter sand against each other.

これを1〜2分間程度実施したのち空気吹込みを停止し
、引続いて逆洗管6から大量十分の逆洗水を2〜3分程
度導入して逆洗する。
After carrying out this for about 1 to 2 minutes, the air blowing is stopped, and then a large amount of backwash water is introduced from the backwash pipe 6 for about 2 to 3 minutes to perform backwashing.

この逆洗により濾過砂から付着濁質からほぼ完全に解離
排除される。
By this backwashing, the adhering suspended solids are almost completely dissociated and removed from the filter sand.

なおこの逆洗時にL部属水流入管4と原水流入口5は閉
止状態に転じている。
Note that during this backwashing, the L section metal water inflow pipe 4 and the raw water inlet 5 are turned into a closed state.

そしてこのような濾過砂の洗浄時に、ストレーナ−12
においては濾過砂の動揺攪乱およびこれに伴なう網体1
0の動揺により濾過砂と網体10とか擦り合わされて、
網体10外表面部の濁質分等の付着物か解離除去される
When cleaning such filter sand, the strainer 12
In this case, the agitation and disturbance of the filter sand and the accompanying net 1
The filter sand and the net body 10 are rubbed together by the vibration of 0,
Adherences such as turbidity on the outer surface of the net body 10 are dissociated and removed.

またこの網体10の動揺に伴なってこの網体10と、螺
旋状の線条体9の擦り合わせも同時に行なわれて当該網
体10内表面部の付着物も解離除去される。
Further, as the net 10 moves, the net 10 and the spiral filament 9 are rubbed together, and the deposits on the inner surface of the net 10 are also dissociated and removed.

このようにして濾過砂の洗浄と並行して網体10の洗浄
も同時に進行し、透水機能の回復か図られる。
In this way, cleaning of the net body 10 proceeds simultaneously with cleaning of the filter sand, and the water permeation function is restored.

そしてこのような逆洗水の導入により濾過槽1内の水位
が丘昇して分離槽15の流入口に達すると、濾過砂か混
入した温排水か分離槽15内に流入し、その濾過砂は分
離して温排水のみが外部に排水される。
When the water level in the filter tank 1 rises due to the introduction of such backwash water and reaches the inlet of the separation tank 15, the heated waste water mixed with the filter sand flows into the separation tank 15, and the filter sand are separated and only hot water is drained outside.

また1分離した濾過砂は自重により分離槽15の下部の
濾過砂出口より落下して濾過砂層2に戻る。
Further, the filter sand separated once falls from the filter sand outlet at the bottom of the separation tank 15 due to its own weight and returns to the filter sand layer 2.

以り説明したようにこの発明によれば、集水用多孔管8
と、この集水用多孔管8を包覆していると共に洗浄時の
濾過砂の動揺によって動揺する網体10と、集水用多孔
管8と網体10との間に介在していると共に前記網体1
0の動揺によってその網体10の内表面と擦れ合う線条
体9から構成されるストレーナ−12か濾過砂層2中に
位置しているから、網体10により濾過砂の流出か防止
されるのは勿論のこと、濾過砂の洗浄時にはこの濾過砂
及び網体10自身か動揺し、この動揺により線条体9か
作用して、網体10の内外表面か自らの特別の動力を要
することなく洗浄されるので。
As explained above, according to the present invention, the water collecting porous pipe 8
, a mesh body 10 that covers the water collection porous pipe 8 and is shaken by the agitation of the filter sand during washing, and a mesh body 10 that is interposed between the water collection porous pipe 8 and the mesh body 10. Said net body 1
Since the strainer 12 composed of the filamentary bodies 9 that rub against the inner surface of the net 10 due to the movement of the net 10 is located in the filter sand layer 2, the net 10 prevents the filter sand from flowing out. Of course, when cleaning the filter sand, the filter sand and the net 10 itself are shaken, and this vibration causes the filament bodies 9 to act and clean the inner and outer surfaces of the net 10 without requiring any special power of their own. Because it will be done.

常時適切な透水機能か維持でき目詰まりか防止され濾過
時の流水抵抗を増大させることかないという効果が得ら
れる。
The effect is that an appropriate water permeation function can be maintained at all times, clogging is prevented, and water flow resistance during filtration is not increased.

【図面の簡単な説明】 第1図はこの発明に係る濾過装置の実施例を示す路線的
縦断面図、第2図は第1図のストレーナ−の部分を示す
一部省略した拡大斜視図である。 図中の主な符号、8・・・・・・集水用多孔管、10・
・・・・・網体、9・・・・・・線条体、12・・・・
・・ストレーナ−12・・・・・・濾過砂層。
[BRIEF DESCRIPTION OF THE DRAWINGS] Fig. 1 is a longitudinal cross-sectional view showing an embodiment of the filtration device according to the present invention, and Fig. 2 is an enlarged perspective view with a portion omitted showing the strainer portion of Fig. 1. be. Main symbols in the diagram: 8... Porous pipe for collecting water, 10.
... Reticular formation, 9 ... Striatum, 12 ...
...Strainer-12...Filter sand layer.

Claims (1)

【特許請求の範囲】[Claims] 1 集水用多孔管8と、この集水用多孔管8を包覆して
いると共に洗浄時の濾過砂の動揺によって動揺する網体
10と、集水用多孔管8と網体10との間に介在してい
ると共に前記網体10の動揺によってその網体10の内
表面と擦れ合う線条体9とから構成されるストレーナ−
12か、濾過砂層2中に位置している濾過装置。
1. A porous water collection pipe 8, a mesh body 10 that covers the water collection porous pipe 8 and is shaken by the agitation of the filter sand during cleaning, and a structure between the water collection porous pipe 8 and the mesh body 10. A strainer consisting of a filamentary body 9 interposed therebetween and which rubs against the inner surface of the net 10 as the net 10 oscillates.
12 or a filtration device located in the filter sand layer 2.
JP56035883A 1981-03-11 1981-03-11 filtration device Expired JPS5927606B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56035883A JPS5927606B2 (en) 1981-03-11 1981-03-11 filtration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56035883A JPS5927606B2 (en) 1981-03-11 1981-03-11 filtration device

Publications (2)

Publication Number Publication Date
JPS57150418A JPS57150418A (en) 1982-09-17
JPS5927606B2 true JPS5927606B2 (en) 1984-07-06

Family

ID=12454399

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56035883A Expired JPS5927606B2 (en) 1981-03-11 1981-03-11 filtration device

Country Status (1)

Country Link
JP (1) JPS5927606B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03119807A (en) * 1989-09-26 1991-05-22 Hughes Aircraft Co Two-layer matching dielectric for radome and lens for wide incident angle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03119807A (en) * 1989-09-26 1991-05-22 Hughes Aircraft Co Two-layer matching dielectric for radome and lens for wide incident angle

Also Published As

Publication number Publication date
JPS57150418A (en) 1982-09-17

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