JPH0123165B2 - - Google Patents
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- Publication number
- JPH0123165B2 JPH0123165B2 JP57211292A JP21129282A JPH0123165B2 JP H0123165 B2 JPH0123165 B2 JP H0123165B2 JP 57211292 A JP57211292 A JP 57211292A JP 21129282 A JP21129282 A JP 21129282A JP H0123165 B2 JPH0123165 B2 JP H0123165B2
- Authority
- JP
- Japan
- Prior art keywords
- filter
- fins
- diameter
- sludge
- sludge cake
- 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
Links
Landscapes
- Treatment Of Sludge (AREA)
- Filtration Of Liquid (AREA)
Description
【発明の詳細な説明】
<産業上の利用分野>
この発明は、濾滓粒子を含んだ汚泥原液を、回
転濾体を上下2段に装備した濾過槽の中に導入し
て、濾体の上を移送させつつ、汚泥原液に含まれ
る水分を分離排水して、濾液と汚泥ケークとに分
離する汚泥処理濾過装置の改良に関し、特に、濾
過装置が長期間の継続的使用に耐える様に濾体に
極大径と極小径のフインを装着して汚泥ケークの
進行を促進させ、汚泥原液面より徐々に汚泥ケー
クが上昇する形式の濾過装置に関するものであ
る。[Detailed Description of the Invention] <Industrial Application Field> This invention introduces a sludge stock solution containing filter dregs particles into a filtration tank equipped with two upper and lower rotating filter bodies. Regarding the improvement of a sludge treatment filtration device that separates and drains the water contained in the sludge stock solution while transferring the top of the sludge and separates it into a filtrate and a sludge cake. This invention relates to a type of filtration device in which fins with a maximum diameter and a minimum diameter are attached to the body to promote the progress of the sludge cake, and the sludge cake gradually rises above the level of the undiluted sludge.
<従来の技術>
濾滓粒子を含んだ汚泥原液の水分を分離して濾
液と汚泥ケークに処理する汚泥処理濾過装置の基
本的構造については、既に特公昭53−34346号や、
特開昭52−62774号、更には特開昭53−117865号
等々にその内容が詳細に開示されている。しか
し、従来の汚泥処理濾過装置は、長期に亘る使用
により濾液が分離された後に汚泥ケークが固ま
り、容易には汚泥ケーク排出口に進行しなかつた
り、また、汚泥ケーク排出口から濾滓粒子を含ん
だ汚泥原液が流出するという重大な欠陥があり、
現実的には種々の実験的使用にもかかわらず、長
期的な継続使用が出来ない為に実用化の目処が付
かなかつた。<Prior art> The basic structure of a sludge treatment filtration device that separates water from a sludge stock solution containing filter slag particles and processes it into a filtrate and a sludge cake has already been described in Japanese Patent Publication No. 53-34346,
The contents are disclosed in detail in JP-A-52-62774, JP-A-53-117865, and so on. However, in conventional sludge treatment filtration equipment, after long-term use, the sludge cake solidifies after the filtrate is separated, and the sludge cake cannot easily proceed to the sludge cake discharge port. There is a serious defect in that the undiluted sludge containing it leaks out.
In reality, despite various experimental uses, there was no prospect of practical use because it could not be used continuously over a long period of time.
詳述すると、従来の濾体は、比較的肉厚の小径
フインと、中間の肉厚の中径フインと、やや肉薄
の大径フインとを3枚1組にして多数配設して濾
体を構成していた。また、中径フインと大径フイ
ンには、フインの中心から等距離の位置に濾液通
水孔が設けられており、各フイン毎の濾液通水孔
は重なつて濾体の軸方向に向けて通水管が形成さ
れるように配置されており、濾液が濾体の軸方向
の外側に流れる構成であつた。 To explain in detail, conventional filter bodies are constructed by arranging a large number of relatively thick small-diameter fins, intermediate-thick medium-diameter fins, and slightly thin-walled large-diameter fins in sets of three. It consisted of In addition, the medium-diameter fins and large-diameter fins are provided with filtrate water holes at positions equidistant from the center of the fin, and the filtrate water holes of each fin overlap and face toward the axial direction of the filter body. The filter body was arranged so that a water passage pipe was formed, and the filtrate was configured to flow outward in the axial direction of the filter body.
従来の濾過装置では、これを実際に使用するに
あたつて、まず、汚泥ケーク排出口をウエス等で
閉塞して汚泥原液が汚泥ケーク排出口から流出し
ない様にしてから、濾滓粒子の含まれた汚泥原液
を濾過槽の中に導入し、汚泥原液から出る水分
(濾液)が濾液通水孔から次第に濾過槽外に排水
されるのを待つていた。濾体は、フインを多数重
合した円筒形の間隙のある部材であり、濾体列は
この濾体を横に寝せて軸方向に平行に接合するよ
うに並べたものである。この濾体列を上下2段に
配設するとともに、濾体の大径フインが隣接して
いる濾体の細隙溝に突入する形状、いわゆる交接
列を形成している。濾滓粒子を含んだ汚泥原液は
脱水されて、徐々に、濾体上に溜まつて汚泥ケー
クが形成される。濾体を汚泥ケーク排出口の方向
に回転する事により、汚泥ケークは徐々に汚泥ケ
ーク排出口に向かつて進行すると同時に、汚泥ケ
ークの中に残つている残存濾液は徐々に濾液通水
孔から濾過槽外に排水される。 When using a conventional filtration device, first, the sludge cake discharge port is blocked with a rag or the like to prevent the undiluted sludge from flowing out from the sludge cake discharge port, and then the sludge particles are removed. The undiluted sludge solution was introduced into the filtration tank, and the water (filtrate) coming out of the undiluted sludge solution was waited for to be gradually drained out of the filtration tank through the filtrate water holes. The filter body is a cylindrical member with gaps formed by polymerizing a large number of fins, and the filter body array is formed by arranging the filter bodies lying sideways and joining them in parallel in the axial direction. The rows of filter bodies are arranged in two stages, upper and lower, and the large-diameter fins of the filter bodies protrude into the slit grooves of adjacent filter bodies, forming a so-called intersecting row. The raw sludge containing filter particles is dehydrated and gradually accumulates on the filter to form a sludge cake. By rotating the filter body in the direction of the sludge cake discharge port, the sludge cake gradually advances toward the sludge cake discharge port, and at the same time, the residual filtrate remaining in the sludge cake is gradually filtered from the filtrate water passage hole. Drained outside the tank.
汚泥原液中に含まれる微粒懸濁固形物は、濾液
が次第に排出されて行く事により、次第に固まつ
て、締まり込んでしまう現象が起こり、また、濾
液通水孔にも微粒懸濁固形物が詰まる現象が起こ
る。しかし、従来の技術でも、隣接する大径のフ
インが回転して機械的に固化した微粒懸濁固形物
を砕き、濾液通水孔の孔に詰まつた微粒懸濁固形
物を取り除いて、機能および汚泥ケークの排出口
への移動が可能な状態を回復している。これによ
り、通常は継続的使用に耐える予定であつたが、
従来の大径フインの細隙溝への交接にする微粒懸
濁固形物の機械的クリアーでは完全ではなく、ま
た、汚泥ケークの流が偏つて部分的に流れる場合
には、流れない箇所の汚泥ケークが長時間の脱水
によつて固く締まり込む現象が生じ、濾体の回転
に対して大きな抵抗トルクが生ずる事があつた。
こうなると、大径フインによる器械的クリアも有
効ではなく、汚泥ケークは濾体の回転だけによつ
ては前進しなくなり、無理に装置を駆動すると回
転駆動装置に負荷がかかり過ぎて運動不能や、機
械の破損を生じる結果となつていた。 As the filtrate is gradually discharged, the fine suspended solids contained in the raw sludge gradually harden and become clogged, and the fine suspended solids also form in the filtrate water holes. A clogging phenomenon occurs. However, even with conventional technology, adjacent large-diameter fins rotate to mechanically crush the solidified fine suspended solids and remove the fine suspended solids that clog the filtrate water holes. The condition has been restored so that the sludge cake can be moved to the discharge port. As a result, although it was normally planned to withstand continuous use,
Conventional mechanical clearing of fine suspended solids by intersecting large-diameter fins with slit grooves is not complete, and if the flow of sludge cake is uneven and flows partially, the sludge may be removed in areas where it does not flow. A phenomenon occurred in which the cake became tightly packed due to long-term dehydration, and a large resistance torque was generated against the rotation of the filter body.
In this case, mechanical clearing using large-diameter fins is not effective, and the sludge cake will no longer move forward based solely on the rotation of the filter, and if you forcefully drive the device, the rotational drive device will be overloaded and may become unable to move. This resulted in damage to the machine.
また、濾過装置の脱水機能に異常を来すと、内
部の汚泥原液の水圧で、汚泥ケーク排出口付近の
汚泥ケークが外部に押し出されて、濾滓粒子を含
んだ汚泥原液がそのまま汚泥ケーク排出口から流
出する事態が発生していた。 Additionally, if the dewatering function of the filtration device malfunctions, the sludge cake near the sludge cake outlet is pushed out by the water pressure of the sludge undiluted solution inside, and the sludge undiluted solution containing filtration particles is directly discharged from the sludge cake. There was a situation where the water leaked out from the exit.
これらの欠陥の為に、従来の濾過装置は、基本
的思想が画期的であるにもかかわらず、現実的に
は長期に亘る継続的利用が不可能であつた。 Due to these defects, conventional filtering devices cannot be used continuously over a long period of time in reality, although the basic idea is revolutionary.
この発明の目的は、上記の従来技術の欠点を除
去した継続的使用に耐え得る新規な濾過装置を提
供する事にある。この発明にかかる濾過装置によ
れば、濾体を構成するフインを従来の3種類に加
えて、従来の大径フインより直径が大きい極大径
フインと、小径フインより直径が小さい極小径フ
インの5種類で構成し、適宜の間隔にこの極大径
フイン、極小径フインを配置しているので、仮
に、必要以上に汚泥ケークが脱水されたとして
も、極大径フインがケークを分解して、移動可能
な状態に戻すことが出き、且つ汚泥ケークを汚泥
ケーク排出口までスムーズに移送する事が出来
る。また、上下2段に構成された濾体列を汚泥ケ
ーク排出口に向かつて徐々に上昇させるととも
に、汚泥ケーク排出口を下段の濾体列の最も汚泥
ケーク排出口側の濾体と同じ高さか、または、そ
れより高い位置に設けたことにより、汚泥ケーク
排出口から汚泥原液が流出する事がなく、また運
転開始時にウエスを詰める必要性がなくなり、か
つ、従来に比較して故障が減少し、装置の長期に
亘る継続的且つ確実な使用を実現する事が可能に
なつた。 SUMMARY OF THE INVENTION An object of the present invention is to provide a novel filtration device that eliminates the drawbacks of the prior art and can withstand continuous use. According to the filtration device of the present invention, in addition to the conventional three types of fins constituting the filter body, there are five types of fins: extra-large diameter fins having a larger diameter than conventional large-diameter fins, and extra-small diameter fins having a smaller diameter than small-diameter fins. The large-diameter fins and the small-diameter fins are arranged at appropriate intervals, so even if the sludge cake is dehydrated more than necessary, the large-diameter fins can disassemble the cake and move it. The sludge cake can be returned to a normal state, and the sludge cake can be smoothly transferred to the sludge cake discharge port. In addition, the filter rows, which are configured in two stages (upper and lower), are gradually raised toward the sludge cake discharge port, and the sludge cake discharge port is raised to the same height as the filter closest to the sludge cake discharge port in the lower filter row. By installing it at a higher position, the sludge concentrate will not flow out from the sludge cake outlet, there will be no need to pack it with rags at the start of operation, and there will be fewer failures than before. , it has become possible to realize continuous and reliable use of the device over a long period of time.
<実施例>
以下、図面に示す実施例に基づいてこの発明を
詳細に説明する。<Example> Hereinafter, the present invention will be described in detail based on an example shown in the drawings.
第1図は、この発明にかかる濾過装置の全体を
表す斜視図である。濾過装置10は、従来の濾過
装置と同様に汚泥原液注入口12と濾液排出口1
4と汚泥ケーク排出口16とを有する濾過槽18
の中に、濾体20を複数列配置した構成である。
濾体の配置は、フインを多数重合して円筒形に形
成した濾体を、その軸が濾過槽18の長手方向に
対して直角になるように配置し、槽の底面と平行
に複数本の濾体が平行に且つ相隣接する濾体のフ
インが交接するように配置する。 FIG. 1 is a perspective view showing the entire filtering device according to the present invention. The filtration device 10 has a sludge stock solution inlet 12 and a filtrate outlet 1 as in the conventional filtration device.
4 and a sludge cake outlet 16
It has a configuration in which multiple rows of filter bodies 20 are arranged.
The arrangement of the filter body is such that a cylindrical filter body formed by polymerizing a large number of fins is arranged so that its axis is perpendicular to the longitudinal direction of the filter tank 18, and a plurality of filter bodies are arranged parallel to the bottom surface of the tank. The filter bodies are arranged in parallel and so that the fins of adjacent filter bodies intersect.
第2図は、この発明にかかる濾過装置を構成す
る濾体20および濾体を構成するフインの交接状
態を示す平面図である。濾体20は、直径の異な
る肉薄円板から成るフインを軸21に多数重ね合
わせた構成であり、全体として円筒形を形成して
いる。濾体20を構成するフインは比較的肉厚の
小径フイン22と中間の肉厚の中径フイン23と
やや肉薄の大径フイン24とから成り、更に、こ
の発明では小径フインより直径が小さい極小径フ
イン26と、大径フイン24より直径が大きい極
大径フイン27を適宜の箇所に装着している。小
径フイン22と中径フイン23と大径フイン24
の交接する配置は従来の濾体の交接列と同一であ
る。この発明においては、極大径フイン27が適
宜の間隔で従来の大径フイン24に替えて装着さ
れている。極大径フイン27が突入している隣接
する円筒形濾体のフインは、極大径フイン27の
先端部が細隙溝に従来より深く突入するように、
従来の小径フイン22より直径を小さくした極小
径フインを対向させて配設されている。これによ
り、極大径フインの先端が極小径フインに当接す
る事はない。汚泥ケークの移動の為の推進力は汚
泥ケークと濾体の表面との接触表面積と比例する
ので、極大径フインの装着により、接触面積が増
し、回転移送の推進力が増加する。極大径フイン
と大径フインと中径フインにはフインの中心から
等距離の位置に濾液通水孔30が設けられてい
る。従来の実施例と同様に、各フインに穿孔され
た濾液通水孔30は重なり合つて濾液通水管を形
成する。各フインが重なり合つて形成さる濾液通
水管は濾体の軸方向に設けられ、濾液は濾体20
の両側に流出して濾過槽の側面を通つて濾液排出
口14から外部へ排出される。 FIG. 2 is a plan view showing the intersecting state of the filter body 20 constituting the filter device according to the present invention and the fins constituting the filter body. The filter body 20 has a structure in which a large number of thin disk fins having different diameters are stacked on a shaft 21, and the filter body 20 has a cylindrical shape as a whole. The fins constituting the filter body 20 are composed of relatively thick small-diameter fins 22, intermediate-thick medium-diameter fins 23, and slightly thin-walled large-diameter fins 24. Furthermore, in this invention, the fins have a smaller diameter than the small-diameter fins. A small diameter fin 26 and a maximum diameter fin 27 having a larger diameter than the large diameter fin 24 are attached at appropriate locations. Small diameter fin 22, medium diameter fin 23, and large diameter fin 24
The intersecting arrangement of the filters is the same as the intersecting rows of conventional filter bodies. In this invention, maximum diameter fins 27 are installed at appropriate intervals in place of the conventional large diameter fins 24. The fins of the adjacent cylindrical filter into which the maximum diameter fins 27 protrude are arranged so that the tip of the maximum diameter fins 27 protrudes deeper into the slit groove than before.
Very small diameter fins having a smaller diameter than the conventional small diameter fins 22 are disposed to face each other. This prevents the tip of the maximum diameter fin from coming into contact with the minimum diameter fin. The driving force for moving the sludge cake is proportional to the contact surface area between the sludge cake and the surface of the filter body, so by installing extra-large diameter fins, the contact area increases and the driving force for rotational transfer increases. Filtrate water passage holes 30 are provided in the maximum diameter fin, the large diameter fin, and the medium diameter fin at positions equidistant from the center of the fin. Similar to the conventional embodiment, the filtrate passage holes 30 formed in each fin overlap to form a filtrate passage pipe. A filtrate water pipe formed by overlapping each fin is provided in the axial direction of the filter body, and the filtrate is passed through the filter body 20.
The filtrate flows out to both sides of the filtrate, passes through the sides of the filtration tank, and is discharged to the outside from the filtrate outlet 14.
第3図Aは従来の濾過装置の交接の度合を示す
横断面図であり、第3図Bはこの発明に係る濾過
装置の横断面図である。第3図Aの従来の濾体列
の突入の度合より、第3図Bで示すこの発明に係
る濾過装置の濾体列の突入の度合が大きく構成さ
れている。上下の濾体列に挟まれた波型の汚泥ケ
ーク路42(斜線部)は濾体列の配置により形状
が一定になる。脱水された汚泥ケーク40が汚泥
ケーク排出口16まで移送されるには、汚泥ケー
ク自体が濾体の波型の“くびれ”に沿つて変形す
る必要がある。流動性のある汚泥ケークの場合は
変形も容易であるが、脱水が進んで固化しつつあ
る汚泥ケークは変形が困難になり、汚泥ケーク排
出口16に向けて推進力を必要とする。そこで、
第3図Bに示す様に、波形の“くびれ”の高低差
を小さくする事が移動を容易にする一つの要素と
なる。そこで、この発明に係る濾過装置において
は、隣接する濾体列の突入比率を大きくする事に
より、汚泥ケーク40の移動・推進力をより増強
させている。しかしながら、交接している濾体の
フインは相互に反対の方向に回転しているので、
交接率を大きくすると、フインとフインとの間隙
にはいつた微粒懸濁固形物がその摩擦で抵抗トル
クも大きくなる。従つて、全てのフインを従来よ
り深く交接させる事は出来ない。この発明にかか
る濾過装置では、極大径フインと極小径フインと
を適宜の間隔で装着しているので、部分的に推進
力の高い箇所が出来るが、抵抗トルクが問題とな
る程大きくはない。 FIG. 3A is a cross-sectional view showing the degree of intersection of a conventional filtration device, and FIG. 3B is a cross-sectional view of a filtration device according to the present invention. The degree of protrusion of the filter column in the filter apparatus according to the present invention shown in FIG. 3B is configured to be larger than the degree of protrusion of the filter column in the conventional filter column shown in FIG. 3A. The wave-shaped sludge cake path 42 (shaded area) sandwiched between the upper and lower filter rows has a constant shape depending on the arrangement of the filter rows. In order for the dewatered sludge cake 40 to be transferred to the sludge cake outlet 16, the sludge cake itself must be deformed along the wave-shaped "neck" of the filter body. A fluid sludge cake is easily deformed, but a sludge cake that is solidifying due to advanced dewatering becomes difficult to deform, and requires a driving force toward the sludge cake discharge port 16. Therefore,
As shown in FIG. 3B, one factor that facilitates movement is to reduce the difference in height between the "constrictions" of the waveform. Therefore, in the filtration device according to the present invention, the moving/propulsive force of the sludge cake 40 is further enhanced by increasing the plunge ratio of adjacent filter rows. However, since the intersecting fins of the filter body rotate in opposite directions,
When the mating ratio is increased, the resistance torque increases due to the friction caused by the fine suspended solids that have accumulated in the gaps between the fins. Therefore, it is not possible to make all the fins intersect more deeply than before. In the filtration device according to the present invention, since the maximum diameter fins and the minimum diameter fins are installed at appropriate intervals, there are parts where the propulsive force is high, but the resistance torque is not so large that it becomes a problem.
第4図は、この発明に係る濾過装置の横断面図
である。濾体20は、濾体の適宜の箇所に極小径
フイン26と極大径フイン27とが配設してあ
る。大径フインと極大径フインとの差異をmとす
ると、極大径フインと極大径フインとの間隔n
は、n=2mの関係になる事が望ましい。これに
より、汚泥ケーク40と濾体20の接触面積は約
2倍に増加する。一方抵抗トルクの増加は極大径
フインの設置箇所が疎であるので、実際上支障を
来す事は無い。 FIG. 4 is a cross-sectional view of the filtration device according to the present invention. The filter body 20 has extremely small diameter fins 26 and maximum diameter fins 27 arranged at appropriate locations on the filter body. If the difference between the large diameter fin and the maximum diameter fin is m, then the distance n between the maximum diameter fin and the maximum diameter fin is
It is desirable that the relationship n=2m. Thereby, the contact area between the sludge cake 40 and the filter body 20 increases approximately twice. On the other hand, the increase in resistance torque does not actually pose a problem since the maximum diameter fins are installed sparsely.
汚泥ケーク40を汚泥ケーク排出口16に移動
させる為には、汚泥ケークの形状を固定させずに
絶えず変形する事が重要であるが、この発明の構
成であれば、平均的に推進力が増加するので、汚
泥ケーク40の移動の偏りがなくなるので、従来
のような締まり込み現象が回避でき、長期に亘る
継続的な実用的使用が可能になつた。 In order to move the sludge cake 40 to the sludge cake discharge port 16, it is important to constantly deform the shape of the sludge cake without fixing it, but with the configuration of this invention, the propulsive force increases on average. Therefore, the uneven movement of the sludge cake 40 is eliminated, so that the clogging phenomenon that occurs in the conventional system can be avoided, and continuous practical use over a long period of time becomes possible.
第5図は、この発明に係わる濾過装置の別の実
施例を示す側面図である。汚泥ケーク排出口16
は、上下2段に構成された濾体列を汚泥ケーク排
出口に向かつて徐々に上昇させるとともに、汚泥
ケーク排出口16が下段の濾体列の最も汚泥ケー
ク排出口側の濾体と同じ高さか、または、それよ
り高い位置に設けられている。これにより、運転
開始時に汚泥ケーク排出口16にウエスを詰める
必要性がなくなり、手間が省けるのと同時に、装
置の商品価値を高める結果にもなつた。また、汚
泥ケークが内部の汚泥原液の圧力によつて汚泥ケ
ーク排出口16から押し出されて、汚泥原液が突
出する現象も、汚泥ケーク排出口16が下段の濾
体列の最も汚泥ケーク排出口側の濾体と同じ高さ
か、または、それより高い位置に設けられている
ので、たとえ圧力が上がつても汚泥原液が突出す
る事はない。 FIG. 5 is a side view showing another embodiment of the filtration device according to the present invention. Sludge cake outlet 16
, the filter rows configured in two stages (upper and lower) are gradually raised toward the sludge cake discharge port, and the sludge cake discharge port 16 is at the same height as the filter closest to the sludge cake discharge port in the lower filter row. It is installed upside down or at a higher position. This eliminates the need to stuff the sludge cake discharge port 16 with waste cloth at the start of operation, which not only saves time but also increases the commercial value of the device. In addition, the phenomenon in which the sludge cake is pushed out from the sludge cake discharge port 16 by the pressure of the sludge stock solution inside and the sludge stock solution protrudes is caused by the fact that the sludge cake discharge port 16 is the closest to the sludge cake discharge port in the lower filter row. Since it is installed at the same height as or higher than the filter body, the undiluted sludge will not protrude even if the pressure increases.
<発明の効果>
この発明に係る濾過装置は、上記詳述したよう
に適宜の間隔に配置された極大径フインで汚泥ケ
ークを分解して移動を促進させる構成であるの
で、汚泥ケークが途中で止まつて締まり込むこと
は無く、また、適宜の位置に極大径フインが装着
されているので、汚泥原液の脱水が偏る事が無い
ので、全体をスムースに汚泥ケーク排出口まで移
送することが可能である。また、濾体列を汚泥ケ
ーク排出口に向かつた徐々に上昇させるととも
に、汚泥ケーク排出口16を下段の濾体列の最も
汚泥ケーク排出口側の濾体と同じ高さか、また
は、それより高い位置に設けたことにより、運転
開始時にウエスを詰める必要が無くなり、手間が
かからず清潔であり、更に、汚泥ケークが内部の
圧力で押し出されても、微粒懸濁固形物の含有し
た汚泥原液が汚泥ケーク排出口から流出する事態
を避ける事ができる。これにより、従来の装置と
比較して飛躍的に故障が減少し、長期に亘る安定
した運転が可能になり継続的な使用にも耐え得る
ようになり、画期的な発明が初めて実用化される
事になつた。<Effects of the Invention> As detailed above, the filtration device according to the present invention is configured to disassemble the sludge cake and promote its movement using the maximum diameter fins arranged at appropriate intervals. It does not stop and become clogged, and since extra-large diameter fins are installed at appropriate positions, the undiluted sludge solution is not dehydrated unevenly, making it possible to smoothly transfer the entire sludge cake to the sludge cake outlet. be. In addition, the filter row is gradually raised toward the sludge cake discharge port, and the sludge cake discharge port 16 is raised to the same height as the filter body closest to the sludge cake discharge port in the lower filter row, or higher than that. By installing it in a high position, there is no need to pack it with waste cloth at the start of operation, which is hassle-free and clean. Furthermore, even if the sludge cake is pushed out by internal pressure, the sludge containing fine suspended solids can be removed. It is possible to avoid a situation in which the raw solution flows out from the sludge cake outlet. This dramatically reduces failures compared to conventional equipment, enables stable operation over long periods of time, and makes it durable for continuous use, allowing groundbreaking inventions to be put into practical use for the first time. I ended up having to do it.
第1図はこの発明に係る濾過装置の全体を表す
斜視図であり、第2図は濾体20および濾体を構
成するフインの交接状態を示す平面図であり、第
3図Aは従来の濾過装置の交接の度合を示す横断
面図であり、第3図Bはこの発明に係わる濾過装
置の横断面図であり、第4図は濾過装置の横断面
図であり、第5図は別の実施例を示す側面図であ
る。
10:濾過装置、12:汚泥原液注入口、1
4:濾液排出口、16:汚泥ケーク排出口、1
8:濾過槽、20:濾体、21:軸、22:小径
フイン、23:中径フイン、24:大径フイン、
26:極小径フイン、27:極大径フイン、3
0:濾液通水孔、40:汚泥ケーク、42:汚泥
ケーク路、50:汚泥原液面、m:大径フインと
極大径フインとの差異、n:極大径フインと極大
径フインとの間隔。
FIG. 1 is a perspective view showing the entire filtering device according to the present invention, FIG. 2 is a plan view showing the intersecting state of the filter body 20 and the fins constituting the filter body, and FIG. 3A is a conventional 3B is a cross-sectional view of the filtration device according to the present invention; FIG. 4 is a cross-sectional view of the filtration device; FIG. 5 is a cross-sectional view of the filtration device; FIG. It is a side view showing an example of this. 10: Filtration device, 12: Sludge stock solution injection port, 1
4: Filtrate outlet, 16: Sludge cake outlet, 1
8: filter tank, 20: filter body, 21: shaft, 22: small diameter fin, 23: medium diameter fin, 24: large diameter fin,
26: Extremely small diameter fin, 27: Extremely large diameter fin, 3
0: filtrate water hole, 40: sludge cake, 42: sludge cake path, 50: sludge raw liquid level, m: difference between large diameter fin and maximum diameter fin, n: interval between maximum diameter fin and maximum diameter fin.
Claims (1)
小径フインと中径フインと大径フインを組み合わ
せて多数重ね合わせて構成した円筒形の濾体を、
軸方向に平行に複数体配置して濾体列を形成し、
該濾体列を上下2段に構成するとともに、濾体を
構成するフインのうち、大径のフインが隣接する
濾体のフインとフインとの間の細溝に突入する状
態に配置し、濾液通水孔を濾体の軸方向に設け、
かつ、濾過槽内に導入された汚泥原液を濾体の回
転により汚泥ケーク排出口に移送しつつ、汚泥原
液に含まれている水分を濾液排出口から装置外に
排出する濾過装置において、濾体に、小径フイン
より直径が小さい肉薄円板から成る極小径フイン
と、大径フインより直径が大きい肉薄円板から成
る極大径フインを加えて組み合わせるとともに、
該極大径フインを隣接する濾体の極小径フインに
対向させて突入させたことを特徴とする濾過装
置。 2 前記第1項記載の濾過装置において、上下2
段に構成された濾体列を汚泥ケーク排出口に向け
て徐々に上昇させて配設するとともに、該汚泥ケ
ーク排出口を下段の濾体列の最も汚泥ケーク排出
口側の濾体と同じ高さか、または、それより高い
位置に設けたことを特徴とする濾過装置。[Scope of Claims] 1. A cylindrical filter body constructed by stacking a large number of combinations of small-diameter fins, medium-diameter fins, and large-diameter fins made of thin disks with different diameters in a filtration tank,
A plurality of filter bodies are arranged in parallel in the axial direction to form a filter row,
The row of filter bodies is configured in two stages, upper and lower, and the fins of the fins constituting the filter bodies are arranged so that the large diameter fins enter the narrow grooves between the fins of the adjacent filter bodies, and Water holes are provided in the axial direction of the filter body,
In addition, in a filtration device that transfers the sludge stock solution introduced into the filter tank to the sludge cake discharge port by rotation of the filter body, and discharges water contained in the sludge stock solution to the outside of the device from the filtrate discharge port, the filter body In addition to adding and combining an extremely small diameter fin consisting of a thin circular plate with a diameter smaller than that of the small diameter fin, and an extremely large diameter fin consisting of a thin circular plate having a larger diameter than the large diameter fin,
A filtration device characterized in that the maximum diameter fins are opposed to and protrude into the minimum diameter fins of an adjacent filter body. 2 In the filtration device described in item 1 above, the upper and lower 2
The filter rows configured in stages are arranged to gradually rise toward the sludge cake discharge port, and the sludge cake discharge port is placed at the same height as the filter closest to the sludge cake discharge port in the lower filter row. A filtration device characterized by being installed upside down or at a higher position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57211292A JPS59102413A (en) | 1982-12-03 | 1982-12-03 | Filtering device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57211292A JPS59102413A (en) | 1982-12-03 | 1982-12-03 | Filtering device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59102413A JPS59102413A (en) | 1984-06-13 |
| JPH0123165B2 true JPH0123165B2 (en) | 1989-05-01 |
Family
ID=16603512
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57211292A Granted JPS59102413A (en) | 1982-12-03 | 1982-12-03 | Filtering device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59102413A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63119825A (en) * | 1986-11-10 | 1988-05-24 | Heriosu:Kk | Sludge treating filter |
| US5176370A (en) * | 1989-12-21 | 1993-01-05 | Dune Co., Ltd. | Torsion spring and cover |
| JP4501220B2 (en) * | 2000-05-12 | 2010-07-14 | 栗田工業株式会社 | Multiple disk sludge dewatering equipment |
| JP4547772B2 (en) * | 2000-05-12 | 2010-09-22 | 栗田工業株式会社 | Sludge dewatering equipment |
-
1982
- 1982-12-03 JP JP57211292A patent/JPS59102413A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59102413A (en) | 1984-06-13 |
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