JP2799376B2 - High-speed filter - Google Patents

High-speed filter

Info

Publication number
JP2799376B2
JP2799376B2 JP63131715A JP13171588A JP2799376B2 JP 2799376 B2 JP2799376 B2 JP 2799376B2 JP 63131715 A JP63131715 A JP 63131715A JP 13171588 A JP13171588 A JP 13171588A JP 2799376 B2 JP2799376 B2 JP 2799376B2
Authority
JP
Japan
Prior art keywords
fiber bundle
long fiber
filter
water
filtration
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
JP63131715A
Other languages
Japanese (ja)
Other versions
JPH01304011A (en
Inventor
剛 岩▲塚▼
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.)
Organo Corp
Original Assignee
Organo Corp
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 Organo Corp filed Critical Organo Corp
Priority to JP63131715A priority Critical patent/JP2799376B2/en
Priority to US07/357,321 priority patent/US4886601A/en
Priority to DE68923975T priority patent/DE68923975T2/en
Priority to CA000600805A priority patent/CA1325176C/en
Priority to EP89109509A priority patent/EP0344633B1/en
Priority to DE68914882T priority patent/DE68914882T2/en
Priority to EP92102580A priority patent/EP0488992B1/en
Priority to US07/380,801 priority patent/US4915833A/en
Publication of JPH01304011A publication Critical patent/JPH01304011A/en
Application granted granted Critical
Publication of JP2799376B2 publication Critical patent/JP2799376B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は上工水道水、下水、河川水、湖沼水、凝集沈
殿上澄水、各種工程中間水、各種回収水、各種廃水、生
物処理装置の処理水あるいは有価物含有液、酒、油等の
原液中の懸濁物を除去するための高速濾過器に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial application fields> The present invention relates to tap water for industrial works, sewage, river water, lake water, coagulated sedimentation supernatant water, various process intermediate water, various recovered water, various wastewater, biological treatment equipment The present invention relates to a high-speed filter for removing suspended matter in a stock solution such as treated water or valuables-containing liquid, liquor, oil and the like.

<従来の技術> 原液中の懸濁物を除去する目的で、従来から各種の濾
過器が用いられている。
<Prior Art> Various filters have been conventionally used for the purpose of removing a suspension in a stock solution.

たとえば原液中の比較的大きい懸濁物を金網等のスク
リーンで除去するものも濾過器の一種であるし、また微
細孔を有する濾過膜を用いて原液中の微粒子を精密濾過
するのも濾過器の一種である。また濾過支持体に濾過助
剤をプレコートして当該プレコート層で懸濁物を濾過す
るのも濾過器の一種である。
For example, a filter that removes a relatively large suspension in a stock solution with a screen such as a wire mesh is a type of filter, and a filter that finely filters fine particles in a stock solution using a filtration membrane having fine pores is also used as a filter. Is a kind of One type of a filter is to precoat a filter aid with a filter aid and filter the suspension with the precoat layer.

このように原液の種類やその目的に応じて種々の濾過
器が用いられているが、最も普通に用いられているのが
充填層型濾過器である。
As described above, various types of filters are used according to the type of the stock solution and its purpose, and the most commonly used filter is a packed bed type filter.

当該充填層型濾過器は、濾過塔内に濾過砂、アンスラ
サイト等の粒状濾過材あるいは短繊維、繊維ボール等の
濾過材を充填し、当該充填層に下降流もしくは上昇流で
原液を通液して原液中の懸濁物を当該充填層で捕捉し、
濾過液を得、また圧力損失の増加、あるいは濾過液の液
質悪化により濾過を終了し、当該充填層を水洗もしくは
水流と空気等によって膨張あるいは撹拌させて捕捉した
懸濁物を洗浄し、洗浄後の充填層で再び前記濾過を行う
ものである。
The packed bed filter fills a filtration tower with a particulate filter medium such as filter sand or anthracite or a filter medium such as a short fiber or a fiber ball, and allows the undiluted liquid to flow through the packed bed in a downward flow or an upward flow. To capture the suspension in the stock solution with the packed bed,
Filtrate is obtained, and filtration is terminated due to an increase in pressure loss or deterioration of the quality of the filtrate, and the packed layer is washed with water or expanded or stirred with a stream of water and air to wash a captured suspension, and washed. The filtration is performed again in a later packed bed.

当該充填層型濾過器においては、濾過工程では高流速
で濾過してもそれ程圧力損失が増加せず、かつ濾過液の
液質が良好であること、また洗浄工程では充填層に捕捉
した懸濁物を、少ない洗浄水量で短時間で、かつ確実に
除去できることが望まれている。
In the packed bed type filter, the pressure loss does not increase so much even if the filtration is performed at a high flow rate in the filtration step, and the quality of the filtrate is good. It is desired that objects can be reliably removed in a short time with a small amount of washing water.

しかしながら従来のたとえば砂、アンスラサイト等の
粒状濾過材を用いる濾過器においては、通流速度が最大
でも20m/H程度であり、また懸濁物の種類によってはす
ぐ目詰まりを起こして圧力損失が比較的早期に上昇して
しまうという欠点があり、また洗浄においても、粒状濾
過材が塔外に流出しない程度の流速による洗浄であるか
ら洗浄が不充分となり易く、懸濁物が次第に蓄積し、時
にはマッドボール等が形成されるという欠点もあり、さ
らに洗浄水量も比較的多量に必要とし、懸濁物の濃縮倍
率が小さいという欠点もある。
However, in a conventional filter using a particulate filter medium such as sand or anthracite, the flow velocity is at most about 20 m / H, and depending on the type of the suspension, clogging occurs immediately and a pressure loss occurs. There is a disadvantage that it rises relatively early, and also in the washing, the washing is at a flow rate that does not allow the particulate filter material to flow out of the tower, so that the washing is likely to be insufficient, and the suspended matter gradually accumulates, There is also a drawback that mud balls and the like are sometimes formed, a relatively large amount of washing water is required, and a drawback is that the concentration ratio of the suspension is small.

また短繊維や繊維ボール等の濾過材を用いる濾過器
は、使用する濾過材として任意の大きさのものを選定で
きるので、原液の懸濁物の種類に応じて最適のものを選
定できるという利点があるものの、使用する濾過材が極
めて軽いので、洗浄中に塔内から濾過材が流出しないよ
うなスクリーン等を設けることが必須であり、構造が複
雑となり易く、また前記スクリーンが障害となって洗浄
時に懸濁物が塔外に排出しにくくなり、結局洗浄が不充
分となって懸濁物が次第に蓄積するという欠点を有して
いる。
In addition, a filter using a filter medium such as a short fiber or a fiber ball can select an arbitrary size as a filter medium to be used. Therefore, there is an advantage that an optimum filter can be selected according to a type of a suspension of a stock solution. However, since the filter medium to be used is extremely light, it is essential to provide a screen or the like that does not allow the filter medium to flow out of the tower during washing, and the structure tends to be complicated, and the screen becomes an obstacle. At the time of washing, the suspension is difficult to be discharged out of the tower, so that the washing is insufficient and the suspension gradually accumulates.

本発明者はかかる従来の充填層型濾過器における上述
した欠点を解決し、高流速で濾過ができ、しかもそれ程
圧力損失を上昇させず、かつ短時間で少ない洗浄水量で
確実に洗浄できる高速濾過器として、長繊維束を用いる
高速濾過器を提案した。
The present inventor has solved the above-mentioned drawbacks of the conventional packed bed type filter, and is capable of performing filtration at a high flow rate, without increasing the pressure loss so much, and reliably performing washing with a small amount of washing water in a short time. As a filter, a high-speed filter using a long fiber bundle was proposed.

この提案した高速濾過器は、濾過塔の内部に支持体を
横設もしくは充填し、当該支持体の上部に長さ400mm〜
1,000mmの長繊維束の下端を固定するとともに、その上
端を自由端とした濾過体を形成し、長繊維束の上端から
下端に向かって下降流で原液を通液し、長繊維束内の空
隙部で懸濁物を捕捉するものである。
In the proposed high-speed filter, a support is horizontally placed or filled inside the filtration tower, and a length of 400 mm to
The lower end of the 1,000 mm long fiber bundle is fixed and a filter body is formed with the upper end as a free end, and the undiluted liquid flows through the lower fiber bundle in a downward flow from the upper end to the lower end. The suspension is trapped in the gap.

このような長繊維束を充填した濾過器を用いることに
より、高流速で濾過ができ、しかもそれ程圧力損失が上
昇せず、かつ短時間で少ない洗浄水量で確実に洗浄でき
る等従来の濾過砂やアンスラサイトを充填した濾過器に
は望めない種々の利点があるものの、濾過時間がやや満
足しないという問題点があった。
By using a filter filled with such a long fiber bundle, it is possible to perform filtration at a high flow rate, furthermore, the pressure loss does not increase so much, and it is possible to reliably wash with a small amount of washing water in a short time. Although the filter filled with anthracite has various advantages that cannot be expected, there is a problem that the filtration time is somewhat unsatisfactory.

<発明が解決しようとする問題点> 本発明は先に提案した長繊維束を用いる高速濾過器に
おける上述した問題点を解決し、当該高速濾過器の有す
る利点をそのまま有するとともに濾過時間をより延長さ
せることができる高速濾過器を提供することを目的とす
るものである。
<Problems to be Solved by the Invention> The present invention solves the above-mentioned problems in the high-speed filter using the long fiber bundle previously proposed, has the advantages of the high-speed filter, and further extends the filtration time. It is an object of the present invention to provide a high-speed filter capable of causing a high-speed filtration.

<問題点を解決するための手段> かかる目的を達成するためになされた本発明による高
速濾過器は、濾過塔の内部に支持体を横設もしくは充填
し、当該支持体の上部に長さ1,000mm以上、3,000mm未満
の長繊維束の下端を固定するとともに、その上端を自由
端として、当該長繊維束の上端から下端に向かって下降
流で原液を通液した際に全体的に直立する充填量とした
長繊維束からなる濾過体を形成し、長繊維束内の空隙部
を原液に含まれている懸濁物を捕捉することを特徴とす
る高速濾過器である。
<Means for Solving the Problems> A high-speed filter according to the present invention, which has been made to achieve the above object, has a support provided horizontally or packed inside a filtration tower, and a length of 1,000 m above the support. While fixing the lower end of the long fiber bundle of not less than 3,000 mm and the upper end thereof as a free end, the whole erects upright when the undiluted liquid flows in a downward flow from the upper end to the lower end of the long fiber bundle. A high-speed filter characterized by forming a filter body made of a long fiber bundle having a filling amount, and capturing a suspension contained in a stock solution in a void portion in the long fiber bundle.

以下に本発明を原液として懸濁物を含む水を例にして
図面を参照して詳細に説明する。
Hereinafter, the present invention will be described in detail with reference to the drawings, taking water containing a suspension as an undiluted solution as an example.

第1図は本発明の一実施例の一例を示す模式断面図で
あって、濾過初期の状態を示すもので、濾過塔1内の下
方内部に多孔板からなる支持体2を横設し、当該支持体
2に長さ1,000mm以上、3,000mm未満の長繊維束3の下端
を固定し、当該長繊維束3の上端を自由端とする。また
濾過塔1の上部に原水流入管4を連通するとともに、当
該原水流入管4に逆流水流出管5を分岐して接続する。
FIG. 1 is a schematic cross-sectional view showing an example of one embodiment of the present invention, showing a state at an initial stage of filtration, in which a support 2 made of a perforated plate is provided horizontally inside a lower part of a filtration tower 1, The lower end of the long fiber bundle 3 having a length of 1,000 mm or more and less than 3,000 mm is fixed to the support 2, and the upper end of the long fiber bundle 3 is a free end. A raw water inflow pipe 4 is communicated with the upper part of the filtration tower 1, and a backflow water outflow pipe 5 is branched and connected to the raw water inflow pipe 4.

さらに濾過塔1の下部に濾過水流出管6を連通し、当
該濾過水流出管6に逆洗水流入管7および空気流入管8
を分岐して連通する。なお9、10、11、12、13はそれぞ
れ弁を示す。
Further, a filtered water outflow pipe 6 communicates with the lower part of the filtration tower 1, and the filtered water outflow pipe 6 is connected to the backwash water inflow pipe 7 and the air inflow pipe 8.
Branch and communicate. 9, 10, 11, 12, and 13 indicate valves.

なお長繊維束3の充填量は、比較的高流速の原水を下
降流で通水しても、長繊維束3がやや屈曲してその高さ
が縮みはするが、長繊維束3がその水流により水平状に
折れ曲がらず、濾過塔1内で全体的に直立しているよう
な充填量とする。このような充填量とすることにより空
隙率の極めて大きな濾過体を形成することができる。
In addition, the filling amount of the long fiber bundle 3 is such that, even if raw water having a relatively high flow rate flows downflow, the long fiber bundle 3 is slightly bent and its height shrinks. The filling amount is set such that it does not bend horizontally by the water flow and stands entirely upright in the filtration tower 1. With such a filling amount, a filter having an extremely large porosity can be formed.

<作用> 本発明の濾過器で原水を濾過する場合は、以下のよう
にする。
<Operation> In the case where raw water is filtered by the filter of the present invention, the following is performed.

すなわち弁9および弁13を開口し、原水流入管4から
懸濁物を含む原水を下降流で流入する。
That is, the valves 9 and 13 are opened, and the raw water containing the suspended matter flows in from the raw water inflow pipe 4 in a downward flow.

当該原水の水流により第1図に示したようにその初期
においては長繊維束3の下方部はやや屈曲してその高さ
が若干縮みはするが、長繊維束3は全体的に濾過塔1内
で直立しており、したがって直立する長繊維束3の上端
から下端に向かって原水が下降流で通過し、長繊維束3
の空隙部で懸濁物が捕捉され、濾過水流出管6から濾過
水が流出する。
As shown in FIG. 1, the lower part of the long fiber bundle 3 is slightly bent at the initial stage due to the flow of the raw water, and its height is slightly reduced. The raw water passes in a downward flow from the upper end to the lower end of the elongate long fiber bundle 3, and thus the elongate long fiber bundle 3
The suspended matter is trapped in the gap portion of, and the filtered water flows out from the filtered water outflow pipe 6.

また下降流の水流により長繊維束3の下方部分がやや
屈曲するため、屈曲してない上方部の垂直状の長繊維束
よりやや密に充填され、その結果原水が長繊維束をショ
ートパスすることなく、原水中の懸濁物を当該長繊維束
で効果的に捕捉することができる。なお原水中の懸濁物
が微細粒子の場合は、原水にポリ塩化アルミニウムや硫
酸アルミニウムやカチオン性、アニオン性、ノニオン性
の高分子等の凝集剤を添加しても差し支えない。
In addition, since the lower part of the long fiber bundle 3 is slightly bent by the downward flow of water, the lower part of the long fiber bundle is slightly more densely filled than the vertical long fiber bundle in the upper part which is not bent, and as a result, the raw water short-passes the long fiber bundle. Without this, the suspension in the raw water can be effectively captured by the long fiber bundle. When the suspension in the raw water is fine particles, a coagulant such as polyaluminum chloride, aluminum sulfate, a cationic, anionic or nonionic polymer may be added to the raw water.

当該通水の続行により長繊維束の空隙に懸濁物あるい
は、懸濁物の凝集物が捕捉され、次第に圧力損失が増加
して行く。なお当該圧力損失の増加に伴い下方部におけ
る長繊維束の屈曲の度合が増加し、第2図に示したよう
に長繊維束の直立している高さが次第に減少して行く現
象が生ずる。しかしながら長繊維束の上端部までが屈曲
する現象は生ずることなく、通水が終了する時点におい
ても長繊維束の先端は垂直状となっている。
By continuing the flow of water, the suspended matter or the aggregate of the suspended matter is captured in the voids of the long fiber bundle, and the pressure loss gradually increases. With the increase in the pressure loss, the degree of bending of the long fiber bundle in the lower part increases, and a phenomenon that the upright height of the long fiber bundle gradually decreases as shown in FIG. However, the phenomenon that the upper end portion of the long fiber bundle does not bend does not occur, and the end of the long fiber bundle is vertical even at the time when the water flow ends.

このような通水の続行により、圧力損失が既定の値、
あるいは濾過水の水質の低下により通水を止め以下の逆
洗を行う。
By continuing such water flow, the pressure loss is reduced to the default value,
Alternatively, the flow of water is stopped due to a decrease in the quality of the filtered water, and the following back washing is performed.

すなわち弁9および弁13を閉じ、弁10および弁12を開
口して空気流入管8から圧縮空気を流入する。
That is, the valves 9 and 13 are closed, the valves 10 and 12 are opened, and compressed air flows in from the air inlet pipe 8.

当該圧縮空気の流入により濾過塔1内の水が撹拌され
るとともに長繊維束が振動し、繊維間で形成していた空
隙が破壊されて懸濁物の集合体あるいは懸濁物の凝集物
が破壊され、また長繊維束に付着していた懸濁物や前記
凝集物が剥離される。
Due to the inflow of the compressed air, the water in the filtration tower 1 is stirred and the long fiber bundle vibrates, the voids formed between the fibers are broken, and the aggregate of the suspended matter or the aggregate of the suspended matter is formed. The suspension and the aggregates that have been broken and adhered to the long fiber bundle are peeled off.

次いで当該圧縮空気の流入を続行したままあるいは弁
12を閉じて圧縮空気の流入を止め、弁10は開口したまま
弁11を開口して逆流水流入管7から逆洗水を流入する。
Then, while the inflow of the compressed air continues,
The valve 12 is closed to stop the flow of the compressed air. The valve 11 is opened while the valve 10 is kept open, and the backwash water flows from the backflow water inlet pipe 7.

長繊維束3の下端が支持体2に固定されているととも
に、その上端が自由端となっているので、流入した逆流
水の上昇流により、長繊維束3は第3図に示したように
支持体2を固定部とした吹き流しのようになって伸長す
るとともに、各繊維が振動する。
Since the lower end of the long fiber bundle 3 is fixed to the support 2 and the upper end thereof is a free end, the long fiber bundle 3 is moved upward by the inflowing backflow water as shown in FIG. Each of the fibers vibrates while extending like a windsink with the support 2 as a fixed portion.

したがって長繊維束に懸濁物が留まることができず、
長繊維束から懸濁物が離脱し、当該懸濁物を多量に含む
逆流排水が逆洗水流出管5から流出する。
Therefore, the suspension cannot stay in the long fiber bundle,
The suspension is separated from the long fiber bundle, and the backflow wastewater containing a large amount of the suspension flows out from the backwash water outflow pipe 5.

なお本発明の濾過器における逆洗方法としては、上述
した方法の他に、一定の逆洗水を上昇流で流入しながら
圧縮空気を間欠的に流入する方法でもよく、むしろこの
ような逆洗方法を採用した方がおおかたの場合効果的で
ある。
As the backwash method in the filter of the present invention, in addition to the above-described method, a method of intermittently flowing compressed air while flowing a certain amount of backwash water in an upward flow may be used. It is more effective to adopt the method in most cases.

本発明の濾過器においては長繊維束3の下端が支持体
2に固定されているので、高流速の逆洗水あるいは圧縮
空気を流入しても長繊維束3が濾過塔1外に流出するこ
とがない。
In the filter of the present invention, since the lower end of the long fiber bundle 3 is fixed to the support 2, the long fiber bundle 3 flows out of the filtration tower 1 even if high-speed backwash water or compressed air flows. Nothing.

したがって従来の砂やアンスラサイト等の充填材を用
いる濾過器と比較してより以上の高流速の逆洗水あるい
は圧縮空気を流入することができるとともに、濾過塔の
上方にスクリーン塔の障害物が一切付設されていないの
で、本発明の濾過器は短時間で、かつ効果的に濾過物を
逆洗により除くことができる。
Therefore, it is possible to flow backwash water or compressed air at a higher flow rate than a conventional filter using a filler such as sand or anthracite, and obstacles of the screen tower are located above the filter tower. Since the filter is not provided at all, the filter of the present invention can remove the filtrate by backwashing in a short time and effectively.

第1図ないし第3図に示した実施態様は支持体2とし
て多孔板を用いたものであるが、支持体2としてスチー
ルウールを用いることもできる。
Although the embodiment shown in FIGS. 1 to 3 uses a perforated plate as the support 2, steel wool can be used as the support 2.

すなわちスチールウールからなる支持体に長繊維束3
の下端を固定し、その上端を自由端とするものである。
なおスチールウールの下部に、スチールウールを固定支
持するスクリーンを横設する。なおその他の構成は第1
図ないし第3図と同様である。
That is, a long fiber bundle 3 is attached to a support made of steel wool.
Is fixed, and its upper end is a free end.
In addition, a screen for fixing and supporting the steel wool is provided horizontally below the steel wool. Other configurations are the first
This is the same as FIGS.

このように長繊維束3の下部にスチールウールからな
る充填層を存在させると、通水中に長繊維束3を通過し
てしまうような原水中の微細な懸濁物を当該スチールウ
ールで捕捉し得るので、濾過水の水質をより向上させる
ことができる。なお濾過後における逆洗は前述したと同
様に行うとよい。またスチールウールに変えて、長繊維
束3の支持体として焼結金属あるいはセラミック塔の多
孔質積層体を用いてもよい。
When the filler layer made of steel wool is present under the long fiber bundle 3 as described above, fine suspensions in the raw water that would pass through the long fiber bundle 3 while passing water are captured by the steel wool. Therefore, the quality of the filtered water can be further improved. The backwashing after the filtration may be performed in the same manner as described above. Instead of steel wool, a sintered metal or a porous laminate of a ceramic tower may be used as a support for the long fiber bundle 3.

このような多孔質積層体を用いてもスチールウールと
同様な効果を達成する。また濾過塔1の径がかなり大き
い場合は、長繊維束3が通水中に水平状あるいは斜めに
折れ曲がるのを防止するために、濾過塔1内に長繊維束
3と平行な複数の分割板を縦割状に立設するとよい。
Even when such a porous laminate is used, the same effect as that of steel wool is achieved. When the diameter of the filtration tower 1 is considerably large, a plurality of split plates parallel to the long fiber bundle 3 are provided in the filtration tower 1 in order to prevent the long fiber bundle 3 from being bent horizontally or diagonally in flowing water. It is good to stand vertically.

次に本発明に用いる長繊維束3について説明する。 Next, the long fiber bundle 3 used in the present invention will be described.

本発明に用いる長繊維束3は前述したごとく、比較的
高流速の原水を下降流で通水しても、その初期において
は長繊維束の下方部がやや屈曲してその高さが若干縮
み、また通水の続行により下方部の屈曲部が増加し、次
第に長繊維束3の直立している高さが減少していくが、
長繊維束が水平状に折れ曲がらず濾過塔1内で通水中に
おいても全体的に直立しているような腰の強さと、充填
量が必要で、アクリル繊維、ポリエスエル繊維、ポリア
ミド繊維等の合成繊維、あるいは綿、羊毛等の天然繊維
を用いることができる。
As described above, even if raw water having a relatively high flow rate flows downflow, the lower part of the long fiber bundle is slightly bent at the initial stage, and the height thereof is slightly reduced. In addition, the bent portion of the lower part increases due to the continuation of water flow, and the upright height of the long fiber bundle 3 gradually decreases,
Synthetic of acrylic fiber, polysell fiber, polyamide fiber, etc., which requires a stiffness such that the long fiber bundle does not bend horizontally and stands upright as a whole even in water in the filtration tower 1 and a filling amount. Fibers or natural fibers such as cotton and wool can be used.

なおこれらの合成樹脂あるいは天然繊維の繊維の素材
である太さ50μ以下、通常35μ前後の非撚単繊維の集合
体を用いることが好ましい。
Note that it is preferable to use an aggregate of non-twisted single fibers having a thickness of 50 μm or less, usually about 35 μm, which is a material of these synthetic resin or natural fiber fibers.

但し、通水中において水平状に折れ曲がらず、濾過塔
1内で全体的に直立するような長繊維束であれば、撚糸
の集合体でも差し支えない。
However, an aggregate of twisted yarns may be used as long as it is a long fiber bundle that does not bend horizontally in flowing water and stands entirely upright in the filtration tower 1.

本発明に用いる長繊維束の集合密度が大なれば大なる
程微細な懸濁物までも除去でき濾過水の水質は向上する
が、しかし逆に圧力損失は大となる。
The larger the aggregate density of the long fiber bundle used in the present invention, the more the fine suspension can be removed and the quality of the filtered water can be improved, but conversely, the pressure loss increases.

また前記集合密度が小さくなるにしたがい濾過水の水
質は低下するが、逆に圧力損失は小となる。
Also, as the aggregate density decreases, the quality of the filtered water decreases, but conversely, the pressure loss decreases.

したがって原水の懸濁物の質あるいは質によって最も
適した集合密度の長繊維束を選定して用いるとよい。た
とえば長さが1,000mm〜3,000mmの非撚単繊維の集合体か
らなる長繊維束を用いた場合において、濾過断面積1m2
あたり50〜200kg(乾燥重量)の長繊維束となるような
充填密度とするとよい。
Therefore, it is advisable to select and use the most suitable aggregate density long fiber bundle according to the quality or quality of the raw water suspension. For example, when a long fiber bundle consisting of an aggregate of non-twisted single fibers having a length of 1,000 mm to 3,000 mm is used, the filtration cross-sectional area is 1 m 2.
The packing density should be such that 50 to 200 kg (dry weight) per fiber bundle is obtained.

本発明において長繊維束の長さを1,000mm以上、3,000
mm未満に限定した理由は、以下の通りである。
In the present invention, the length of the long fiber bundle is 1,000 mm or more, 3,000
The reason for limiting to less than mm is as follows.

すなわち長繊維束の長さが1,000mm以下であると濾過
時間が短くなり、工業的装置として満足しない。なお長
繊維束の長さが長くなるにしたがって濾過時間は延長さ
れるが、長さが3,000mmを越えたあたりから平衡状態に
近づき、長繊維束の長さを長くする効果が薄れ、むしろ
濾過器の製作費を増加させるだけなので好ましくない。
換言すれば長繊維束の長さは1,000mm〜3,000mmの間に濾
過時間においては効果の顕著性があると言える。
That is, if the length of the long fiber bundle is 1,000 mm or less, the filtration time becomes short, which is not satisfactory as an industrial device. Although the filtration time is extended as the length of the long fiber bundle is increased, the equilibrium state is approached when the length exceeds 3,000 mm, and the effect of increasing the length of the long fiber bundle is weakened. It is not preferable because it only increases the production cost of the container.
In other words, it can be said that the effect is remarkable in the filtration time when the length of the long fiber bundle is 1,000 mm to 3,000 mm.

なお濾過水の水質については長繊維束の長さが1,000m
m以下ではやや悪いが、1,000mmから3,000mmの間で特に
有意差はない。
Regarding the quality of filtered water, the length of long fiber bundle is 1,000m
Although it is slightly worse below m, there is no significant difference between 1,000mm and 3,000mm.

<効果> 以上説明したごとく本発明の濾過器は濾過体として、
濾過中において濾過塔内に直立するような長繊維束を用
いるので、通水における圧力損失が小さく、したがって
高流速で濾過することができ、特に製紙工場等で排出さ
れる繊維状の濾過物を含有する白水等の従来の砂やアン
スラサイトを充填した濾過器では濾過しにくい原液の濾
過に適している。
<Effect> As described above, the filter of the present invention is used as a filter,
Since a long fiber bundle that stands upright in the filtration tower during filtration is used, the pressure loss in flowing water is small, and therefore, filtration can be performed at a high flow rate. It is suitable for filtering a stock solution which is difficult to filter with a filter filled with conventional sand such as white water or anthracite.

また濾過塔の径に対して垂直方向に全体的に長繊維束
が直立している濾過体を用いるので、多数の繊維間を原
液が通過する際に懸濁物が効果的に除去され、濾過液の
水質も良好となる。
In addition, since a filter body in which long fiber bundles stand upright in the direction perpendicular to the diameter of the filtration tower as a whole is used, when a stock solution passes between a large number of fibers, suspended matter is effectively removed, and filtration is performed. The water quality of the liquid is also good.

また本発明の濾過器においては長繊維束の下端が支持
体で固定されているため、高流速の逆洗水あるいは圧縮
空気を通過させても長繊維束が濾過塔から離脱すること
がなく、よって高流速の逆洗水あるいは圧縮空気で短時
間に逆洗工程を実施することができ、従来の濾過器と比
較して逆洗時間を大幅に短縮することができ、かつ逆洗
工程により確実に懸濁物を塔外に排出することができ、
従来の濾過器のように懸濁物が蓄積するようなことがな
く、また逆洗水量が極めて少ない。
Further, in the filter of the present invention, since the lower end of the long fiber bundle is fixed by the support, even if high-speed backwash water or compressed air is passed, the long fiber bundle does not separate from the filtration tower, Therefore, the backwashing process can be performed in a short time with high-speed backwashing water or compressed air, and the backwashing time can be significantly reduced as compared with the conventional filter, and the backwashing process can be more reliably performed. The suspension can be discharged outside the tower
There is no accumulation of suspended matter unlike the conventional filter, and the amount of backwash water is extremely small.

なお従来の濾過器に比較して濾過流速を著しく大とす
ることができるので、濾過塔の断面積を小さくすること
ができ、設置コストおよび設置面積等を大幅に低減でき
ることは言うまでもない。
In addition, since the filtration flow rate can be significantly increased as compared with the conventional filter, it goes without saying that the cross-sectional area of the filtration tower can be reduced, and the installation cost and installation area can be significantly reduced.

以下に本発明の効果をより明確とするために実施例を
示す。
Examples will be shown below to further clarify the effects of the present invention.

実施例 直径650mm、高さ4,000mm(直線部)のステンレススチ
ールの濾過塔の下部に多孔板を付設し、太さ35μ、長さ
800mm〜3,500mmの7種類のアクリル製の非撚単繊維の集
合体からなる長繊維束の下端を固定し、その上端を自由
端とした第1図ないし第3図に示したような濾過器を構
成し、当該濾過器の上方から懸濁物質(SS)濃度30mg/
を含む製紙排水を下降流線速度50m/Hで通水した。
Example A perforated plate was attached to the lower part of a stainless steel filtration tower with a diameter of 650 mm and a height of 4,000 mm (straight section), 35 μm in thickness and length
A filter as shown in FIGS. 1 to 3 in which the lower end of a long fiber bundle made of an aggregate of seven types of acrylic non-twisted single fibers of 800 mm to 3,500 mm is fixed and the upper end is a free end. From the top of the filter, the suspended solids (SS) concentration 30mg /
Papermaking wastewater containing water was passed at a downward streamline speed of 50 m / H.

なお通水の終点は差圧として0.5kg/cm2とし、(初期
差圧0.1kg/cm2)、通水終了後、上昇線流速1,000Nm3/m2
の空気を1分間、次に空気(1,000Nm3/m2)と100m/Hの
逆洗水を3分間、その後100m/Hの逆洗水のみで1分間逆
洗したところ、充填層の差圧は初期差圧に戻り、長繊維
束に捕捉された懸濁物質は完全に除くことができ、濾過
前の状態に回復することができた。
The end point of water flow is 0.5 kg / cm 2 as the differential pressure (initial pressure difference 0.1 kg / cm 2 ), and after completion of water flow, the rising linear flow rate is 1,000 Nm 3 / m 2
Backwash with air (1,000Nm 3 / m 2 ) and 100m / H backwash water for 3 minutes, and then backwash with only 100m / H backwash water for 1 minute. The pressure returned to the initial pressure difference, and the suspended matter trapped in the long fiber bundle could be completely removed, and the state before the filtration could be restored.

このような濾過実験を6ヶ月実施したときの各長繊維
束の長さに対する、濾過時間および処理水の平均濁度は
第1表の通りであった。
Table 1 shows the filtration time and the average turbidity of the treated water with respect to the length of each long fiber bundle when such a filtration experiment was carried out for 6 months.

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

第1図ないし第3図は本発明の実施態様の一例である濾
過器を示すもので、第1図は濾過初期の状態を示す模式
断面図であり、第2図は濾過後期の状態を示す模式断面
図であり、第3図は逆洗の状態を示す模式断面図であ
る。 1……濾過塔、2……支持体 3……長繊維束、4……原水流入管 5……逆洗水流出管、6……濾過水流出管 7……逆洗水流入管、8……空気流入管 9、10、11、12、13……弁
1 to 3 show a filter according to an embodiment of the present invention. FIG. 1 is a schematic cross-sectional view showing an initial stage of filtration, and FIG. 2 shows a state of later stage of filtration. FIG. 3 is a schematic cross-sectional view, and FIG. 3 is a schematic cross-sectional view showing a state of back washing. DESCRIPTION OF SYMBOLS 1 ... Filtration tower, 2 ... Support 3 ... Long fiber bundle, 4 ... Raw water inflow pipe 5 ... Backwash water outflow pipe, 6 ... Filtered water outflow pipe 7 ... Backwash water inflow pipe, 8 ... … Air inlet pipes 9, 10, 11, 12, 13 …… Valves

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B01D 24/12 B01D 24/22 B01D 35/10──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) B01D 24/12 B01D 24/22 B01D 35/10

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】濾過塔の内部に支持体を横設もしくは充填
し、当該支持体の上部に長さ1,000mm以上、3,000mm未満
の長繊維束の下端を固定するとともに、その上端を自由
端として、当該長繊維束の上端から下端に向かって下降
流で原液を通液した際に全体的に直立する充填量とした
長繊維束からなる濾過体を形成し、長繊維束内の空隙部
で原液に含まれている懸濁物を捕捉することを特徴とす
る高速濾過器。
(1) A support is provided horizontally or filled inside a filtration tower, and the lower end of a long fiber bundle having a length of 1,000 mm or more and less than 3,000 mm is fixed on the upper part of the support, and the upper end is a free end. As a whole, when a stock solution is passed in a downward flow from the upper end to the lower end of the long fiber bundle, a filter body composed of a long fiber bundle having a filling amount that stands upright is formed, and a void portion in the long fiber bundle is formed. A high-speed filter characterized by capturing a suspension contained in a stock solution by a high-pressure filter.
JP63131715A 1988-05-31 1988-05-31 High-speed filter Expired - Lifetime JP2799376B2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP63131715A JP2799376B2 (en) 1988-05-31 1988-05-31 High-speed filter
US07/357,321 US4886601A (en) 1988-05-31 1989-05-25 Column filter using bundles of long fibers
CA000600805A CA1325176C (en) 1988-05-31 1989-05-26 Column filter using bundles of long fibers
EP89109509A EP0344633B1 (en) 1988-05-31 1989-05-26 Column filter using bundles of long fibers
DE68923975T DE68923975T2 (en) 1988-05-31 1989-05-26 Column filter with bundles of long fibers.
DE68914882T DE68914882T2 (en) 1988-05-31 1989-05-26 Column filter with bundles of long fibers.
EP92102580A EP0488992B1 (en) 1988-05-31 1989-05-26 Column filter using bundles of long fibers
US07/380,801 US4915833A (en) 1988-05-31 1989-07-14 Column filter using bundles of long fibers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63131715A JP2799376B2 (en) 1988-05-31 1988-05-31 High-speed filter

Publications (2)

Publication Number Publication Date
JPH01304011A JPH01304011A (en) 1989-12-07
JP2799376B2 true JP2799376B2 (en) 1998-09-17

Family

ID=15064507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63131715A Expired - Lifetime JP2799376B2 (en) 1988-05-31 1988-05-31 High-speed filter

Country Status (1)

Country Link
JP (1) JP2799376B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2803041B2 (en) * 1995-05-02 1998-09-24 株式会社トーケミ Filtration device
JP4532297B2 (en) * 2005-01-24 2010-08-25 オルガノ株式会社 Filtration apparatus and filtration method
GB0606584D0 (en) * 2006-03-31 2006-05-10 Water Maiden Ltd Fluid filter
JP5402319B2 (en) * 2009-06-30 2014-01-29 ハイモ株式会社 Water treatment method
JP5345512B2 (en) * 2009-12-02 2013-11-20 オルガノ株式会社 Long fiber filtration device backwash method and long fiber filtration device
CN113368557B (en) * 2021-08-16 2021-11-05 北京市一滴水环保科技有限公司 Filtering tank

Also Published As

Publication number Publication date
JPH01304011A (en) 1989-12-07

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