JP3769561B2 - Upward filtration device - Google Patents
Upward filtration device Download PDFInfo
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- JP3769561B2 JP3769561B2 JP2003329938A JP2003329938A JP3769561B2 JP 3769561 B2 JP3769561 B2 JP 3769561B2 JP 2003329938 A JP2003329938 A JP 2003329938A JP 2003329938 A JP2003329938 A JP 2003329938A JP 3769561 B2 JP3769561 B2 JP 3769561B2
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- 238000001914 filtration Methods 0.000 title claims description 83
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 151
- 230000002093 peripheral effect Effects 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 18
- 239000004576 sand Substances 0.000 description 9
- 238000011045 prefiltration Methods 0.000 description 8
- 238000005192 partition Methods 0.000 description 6
- 239000000835 fiber Substances 0.000 description 4
- -1 gravel Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 239000000356 contaminant Substances 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 239000002657 fibrous material Substances 0.000 description 2
- 239000010419 fine particle Substances 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 244000144985 peep Species 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 229920006312 vinyl chloride fiber Polymers 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Description
本発明は、被処理水を、上方に向けてろ過材中を通過させることにより、ろ過するようにした上向ろ過装置に関する。 The present invention relates to an upward filtration device for filtering water to be treated by passing it through a filter medium facing upward.
上向ろ過装置においては、本ろ過槽の底壁のやや上方に多孔の水平受板を設けるとともに、その水平受板上に、上方へ向って順次粒度が小となる砕石、砂利、砂等の、水より重く堆積が容易なろ過材を重積する。本ろ過槽は、水平受板の下方で予備ろ過槽に連通させ、被処理水はまず予備ろ過槽に供給する。被処理水は一定の圧力を受けて水平受板の下側へ導入され、水平受板を経て、ろ過材層中を上向きに通過する。この間、被処理水中の固形成分や粘稠成分は、ろ過材層により捕捉され、水平受板の多数の透孔を通して落下する。 In the upward filtration device, a porous horizontal support plate is provided slightly above the bottom wall of the main filtration tank, and crushed stone, gravel, sand, etc. that gradually become smaller in particle size upward on the horizontal support plate. The filter medium is heavier than water and easy to deposit. The main filtration tank communicates with the preliminary filtration tank below the horizontal support plate, and the water to be treated is first supplied to the preliminary filtration tank. The water to be treated receives a certain pressure and is introduced to the lower side of the horizontal receiving plate, and passes upward through the filter medium layer through the horizontal receiving plate. During this time, solid components and viscous components in the water to be treated are captured by the filter medium layer and fall through a large number of through holes in the horizontal backing plate.
ろ過材の上方には集水箱が設けられており、この集水箱に到達した被処理水は、集水箱や集水樋に連結された集水管を経て、本ろ過槽から排出される。なお、ろ過材に付着した固形成分や粘稠成分は、ろ過材層中に圧力水を導入して洗浄することによって、水平受板の下方に落下させることができ、ろ過装置のろ過性能を維持することができる(例えば特許文献1参照)。
しかし、上述のような上向ろ過装置では、最も微細なろ過材である砂でも、その細粒化には限界があるため、砂の層をいくら厚くしても、砂粒間の間隙は、一定値以下となることはなく、前記間隙よりも小さな微粒子を捕捉することは困難である。 However, in the upward filtration device as described above, even the sand, which is the finest filter medium, has a limit to the refinement, so no matter how thick the sand layer is, the gap between the sand particles is constant. It is difficult to capture fine particles that are smaller than the gap and smaller than the gap.
また、不織布等の糸状体の密集物のような砂より微細なろ過材を用いるとしても、砂の上に安定に堆積させておくことは困難であり、目詰まりしたときの上述のような圧力水による洗浄も困難である。 In addition, even if a filter material finer than sand, such as a dense fibrous body such as nonwoven fabric, is used, it is difficult to stably deposit on the sand, and the pressure as described above when clogged. Washing with water is also difficult.
本発明は上記事情に鑑みてなされたもので、ろ過材のろ過性能を高めるとともに、ろ過材が目詰まりしたときの対策も十全に施した上向ろ過装置を提供することを目的としている。 The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an upward filtration device that enhances the filtration performance of the filter medium and that has been fully implemented when the filter medium is clogged.
本発明によると、上記課題は次のようにして解決される。
(1) 本ろ過槽の底壁のやや上方に設けた多孔の水平受板の上面に本ろ過材を重積し、被処理水を水平受板より上方に向けて流通させることによりろ過するようにした上向ろ過装置において、前記本ろ過材の上方に、外周面に多数の集水孔を穿設し、かつ外周面を円筒形のろ過材により覆った集水管をほぼ水平に配設し、さらに本ろ過槽に、集水管のろ過材を交換すべき状態まで前記ろ過材が目詰まりしたときに到達する、ろ過された被処理水の水位を示す印を設ける。
According to the present invention, the above problem is solved as follows.
(1) The filter medium is stacked on the upper surface of a porous horizontal receiving plate provided slightly above the bottom wall of the main filtration tank, and filtered by circulating the water to be treated upward from the horizontal receiving plate. in countercurrent filtration apparatus on which the said upwardly of the filtering material, bored a number of catchment holes on the outer peripheral surface, and the outer peripheral surface is disposed substantially horizontally covered water collecting pipe by a cylindrical filter medium Furthermore, the main filtration tank is provided with a mark indicating the water level of the filtered water to be reached when the filter medium is clogged until the filter medium of the water collecting pipe should be replaced.
(2)本ろ過槽の底壁のやや上方に設けた多孔の水平受板の上面に本ろ過材を重積し、被処理水を水平受板より上方に向けて流通させることによりろ過するようにした上向ろ過装置において、前記本ろ過材の上方に、外周面に多数の集水孔を穿設し、かつ外周面を円筒形のろ過材により覆った集水管をほぼ水平に配設し、さらに本ろ過槽に、ろ過された被処理水の水位が、集水管のろ過材を交換すべき状態まで前記ろ過材が目詰まりしたときに到達する水位まで上昇したとき、そのことを検知して報知手段を作動させる検出手段を設ける。 (2) The filter medium is stacked on the upper surface of a porous horizontal receiving plate provided slightly above the bottom wall of the main filtration tank, and the treated water is circulated upward from the horizontal receiving plate so as to be filtered. In the above upward filtration apparatus, a water collecting pipe having a large number of water collecting holes formed on the outer peripheral surface and covered with a cylindrical filter medium is disposed substantially horizontally above the main filter material. In addition, when the level of the filtered water to be treated in the main filtration tank rises to the level reached when the filter medium is clogged to the state where the filter medium of the water collecting pipe should be replaced, this is detected. And detecting means for operating the notifying means.
(3)本ろ過槽の底壁のやや上方に設けた多孔の水平受板の上面に本ろ過材を重積し、被処理水を水平受板より上方に向けて流通させることによりろ過するようにした上向ろ過装置において、前記本ろ過材の上方に、外周面に多数の集水孔を穿設し、かつ外周面を円筒形のろ過材により覆った集水管をほぼ水平に配設し、さらに集水管及びその外周面を覆うろ過材の断面形状を、上下方向に長い長円形とする。 ( 3) The filter medium is stacked on the upper surface of a porous horizontal receiving plate provided slightly above the bottom wall of the filtration tank, and the treated water is circulated upward from the horizontal receiving plate so as to be filtered. In the above upward filtration apparatus, a water collecting pipe having a large number of water collecting holes formed on the outer peripheral surface and covered with a cylindrical filter medium is disposed substantially horizontally above the main filter material. Further, the cross-sectional shape of the filter medium covering the water collecting pipe and the outer peripheral surface thereof is an ellipse that is long in the vertical direction.
(4)上記(1)〜(3)のいずれかにおいて、集水管の外周面を覆う円筒形のろ過材を、本ろ過材よりも目の細かい繊維性のろ過材とする。 ( 4 ) In any one of the above (1) to (3), the cylindrical filter medium covering the outer peripheral surface of the water collecting pipe is a finer fibrous filter medium than the main filter medium.
(5)上記(1)〜(4)のいずれかにおいて、集水管の外周面を覆う円筒形のろ過材を、使用の初期において、ろ過された被処理水の水位より予め定めた水深の水圧により、被処理水を集水でき、かつ目詰まりの程度に応じて、集水可能な水圧が上昇するような性質を有するものとする。 ( 5 ) In any one of the above (1) to (4), when the cylindrical filter material covering the outer peripheral surface of the water collecting pipe is used, the water pressure at a predetermined depth from the water level of the water to be treated is filtered at the initial stage of use. Thus, the water to be treated can be collected, and the water pressure capable of collecting water increases according to the degree of clogging.
(6)上記(1)〜(5)のいずれかにおいて、集水管の一部と、その外周面を覆うろ過材とを、カートリッジとして、固定の集水管に着脱自在に装着する。 (6) In any one of the above (1) to (5), a part of the water collecting pipe and the filter medium covering the outer peripheral surface thereof are detachably attached to the fixed water collecting pipe as a cartridge.
本発明によると、次のような効果を奏することができる。
(1)請求項1〜3記載の発明によると、本ろ過材によりすでにろ過された被処理水を集水する際に、再度集水管を覆う円筒形のろ過材によりろ過されるので、ろ過性能は本ろ過材のみを用いる場合よりもさらに向上する。
According to the present invention, the following effects can be achieved.
(1) According to the first to third aspects of the invention, when collecting the water to be treated that has already been filtered by the present filter medium, it is filtered again by the cylindrical filter medium covering the water collection pipe, so that the filtration performance Is further improved as compared with the case of using only the present filter medium .
(2)特に請求項1の発明によると、本ろ過槽に設けた印と実際の水位とを比較することにより、集水管を覆うろ過材の目詰まりの程度、及びろ過材の交換の時期等をより簡単に知ることができる。(2) In particular, according to the invention of claim 1, the degree of clogging of the filter medium covering the water collecting pipe, the time of replacement of the filter medium, etc. by comparing the mark provided in the main filtration tank with the actual water level Can be known more easily.
(3)また請求項2記載の発明によると、万一集水管を覆うろ過材の交換を失念した場合でも、警報手段が作動することにより、ろ過材の交換の時期が来たことを確実に知ることができる。
( 3) Further, according to the invention described in
(4)さらに請求項3記載の発明によると、ろ過材の下部から順次上方に向かって目詰まりが進行するとともに、それに伴う水位の上昇により、ろ過材の未使用部分が順次水没し、ろ過を開始するので、ろ過材の交換時期を著しく長くすることができる。 ( 4) Further, according to the invention described in claim 3, clogging progresses sequentially upward from the lower part of the filter medium, and an unused portion of the filter medium is sequentially submerged due to the accompanying rise in the water level. Since it starts, the exchange time of a filter medium can be lengthened remarkably.
(5)請求項4記載の発明によると、本ろ過材ではろ過できなかった微小な粒子をもろ過することができ、ろ過性能はさらに向上する。また、浮遊するため本ろ過材としては使用し難かった繊維性のろ過材を、円筒形として集水管に巻き付けることにより、浮遊することなく、安定して使用することができる。
( 5 ) According to the invention described in
(6)請求項5記載の発明によると、集水管を覆うろ過材の目詰まりの程度に応じて、本ろ過槽内の水位が上昇するので、その水位を見ることによって、ろ過材の目詰まりの程度を簡単に知ることができ、直接ろ過材を点検する必要がないので便利である。
( 6 ) According to the invention described in
(7)請求項6記載の発明によると、ろ過材を簡単に交換することができる。 ( 7) According to the invention described in claim 6, the filter medium can be easily replaced.
図1は本発明の一実施形態に係る上向ろ過装置の縦断正面図である。上向ろ過装置(1)の上向ろ過槽(2)は、コンクリート製の箱形状をしており、その内部は、頂壁(3)から垂下する垂直隔壁(4)によって、底壁(5)のやや上方まで、小幅の予備ろ過槽(6)と、これより広幅の本ろ過槽(7)とに仕切られている。予備ろ過槽(6)と本ろ過槽(7)とは、上向ろ過槽(2)の底壁(5)から垂直隔壁(4)の下端までの高さにおいては互いに連通している。符号(8)と(9)はそれぞれ、予備ろ過槽(6)と本ろ過槽(7)の蓋である。 FIG. 1 is a longitudinal front view of an upward filtration apparatus according to an embodiment of the present invention. The upward filtration tank (2) of the upward filtration device (1) has a box shape made of concrete, and the inside thereof is a bottom wall (5) by a vertical partition wall (4) hanging from the top wall (3). ) Is slightly divided into a narrow prefiltration tank (6) and a wider main filtration tank (7). The preliminary filtration tank (6) and the main filtration tank (7) communicate with each other in the height from the bottom wall (5) of the upward filtration tank (2) to the lower end of the vertical partition wall (4). Reference numerals (8) and (9) denote the lids of the preliminary filtration tank (6) and the main filtration tank (7), respectively.
予備ろ過槽(6)内には、内部で上方に延びる取水管(10)と、この取水管(10)の開口(10a)より低い位置に開口(11a)を有するようにして上方に延びる溢液管(11)が設置されている。予備ろ過槽(6)における水位(12)は、溢液管(11)の開口(11a)の高さににより定まる。取水管(10)と溢液管(11)はいずれも上向ろ過槽(2)の外側まで通じているが、取水管(10)には、上向ろ過槽(2)の外側において取水調節弁(13)が取付けられている。 In the preliminary filtration tank (6), an overflow pipe extending upward with an intake pipe (10) extending upward inside and an opening (11a) at a position lower than the opening (10a) of the intake pipe (10). A liquid pipe (11) is installed. The water level (12) in the preliminary filtration tank (6) is determined by the height of the opening (11a) of the overflow pipe (11). The intake pipe (10) and the overflow pipe (11) both lead to the outside of the upward filtration tank (2), but the intake pipe (10) has a water intake control outside the upward filtration tank (2). A valve (13) is installed.
予備ろ過槽(6)における取水管(10)と溢液管(11)の下方には、上下方向に延びる多数の透水孔(図示せず)が穿設され、水平断面を塞ぐようにして設置された水平受板(14)の上に、予備ろ過材層(15)が、その全面にわたって重積されている。予備ろ過材層(15)を構成する、砕石、砂利、砂などの予備ろ過材(15a)は、下方から上方に向けて順に細粒化したものが用いられている。 Under the intake pipe (10) and the overflow pipe (11) in the preliminary filtration tank (6), a number of water-permeable holes (not shown) extending in the vertical direction are formed so as to close the horizontal section. A preliminary filter material layer (15) is stacked on the entire surface of the horizontal receiving plate (14). As the prefilter material (15a) such as crushed stone, gravel, sand, etc. constituting the prefilter material layer (15), those which are finely divided in order from the bottom to the top are used.
本ろ過槽(7)には、垂直隔壁(4)のやや上方に、多数の透水孔(16)が穿設された2枚の水平受板(17)が、仕切板(18)を間に挟んで水平断面全体にわたって設けられている。水平受板(17)の上には、全面にわたって本ろ過材層(19)が重積されている。本ろ過材層(19)を構成する砕石、砂利、砂などの本ろ過材(19a)は、下方から上方に向けて順に細粒化したものが用いられている。 In the main filtration tank (7), two horizontal support plates (17) each having a number of water-permeable holes (16) slightly above the vertical partition wall (4) are interposed between the partition plates (18). It is provided across the entire horizontal cross section. The main filter material layer (19) is stacked on the horizontal support plate (17) over the entire surface. The filter medium (19a) such as crushed stone, gravel, sand, etc. constituting the filter medium layer (19) is used that has been finely divided in order from the bottom to the top.
本ろ過材層(19)の中程度の高さ位置には、本ろ過材(19a)を洗浄するための圧力水を噴出する噴出し口(図示せず)が多数設けられた圧力水管(20)が配置されている。 A pressure water pipe (20) provided with a number of outlets (not shown) for jetting pressure water for washing the filter medium (19a) at a medium height position of the filter medium layer (19). ) Is arranged.
本ろ過材層(19)の上方には、ろ過された水を集める集水カートリッジ(21)がほぼ水平に、好ましくは、先端に向かって僅かに上向き傾斜するように配置されている。 Above the filter medium layer (19), a water collection cartridge (21) for collecting the filtered water is disposed so as to be inclined almost horizontally, preferably slightly upward toward the tip.
図2に示すように、集水カートリッジ(21)は、先端面を端板(22)により閉塞され、かつ外周面に多数の集水孔(23)が穿設された円筒状の集水管(24)と、その外周面を覆うように集水管(24)に外嵌された円筒形のろ過材(25)とからなっている。 As shown in FIG. 2, the water collecting cartridge (21) has a cylindrical water collecting pipe (21) whose front end surface is blocked by an end plate (22) and whose outer peripheral surface has a large number of water collecting holes (23). 24) and a cylindrical filter medium (25) externally fitted to the water collecting pipe (24) so as to cover the outer peripheral surface thereof.
ろ過材(25)は、本ろ過槽(19)の最上部にある砂等の本ろ過材(19a)よりも目の細かい(例えば、平均孔径が0.1〜10ミクロン程度)不織布、織布、和紙または合成紙等の紙材、その他の繊維製のものとするのが好ましい。繊維としては、綿等の天然繊維の他に、ポリエステル繊維、ポリプロピレン繊維、塩化ビニル繊維等の合成繊維を用いることができる。
また、ろ過材(25)として、活性炭を含有する多孔質セラミック製の円筒体、またはそれと上記の繊維性のものとを組み合わせたもの等を用いることもできる。
ろ過材(25)の厚さは、ろ過性能とろ過流量とを考慮して、5〜60mmの範囲の中から選択するのがよい。
The filter medium (25) is finer than the filter medium (19a) such as sand at the top of the filter tank (19) (for example, the average pore diameter is about 0.1 to 10 microns). It is preferable to use paper materials such as Japanese paper or synthetic paper, and other fiber materials. As the fibers, synthetic fibers such as polyester fibers, polypropylene fibers, and vinyl chloride fibers can be used in addition to natural fibers such as cotton.
Further, as the filter medium (25), a porous ceramic cylindrical body containing activated carbon, or a combination thereof with the above-described fibrous material can also be used.
The thickness of the filter medium (25) is preferably selected from the range of 5 to 60 mm in consideration of the filtration performance and the filtration flow rate.
集水カートリッジ(21)は、連結器(26)を介して、固定の集水管(27)の先端に着脱自在に接続されている。固定の集水管(27)は、上向ろ過槽(2)の外に引き出され、上向ろ過槽(2)の外部において、集水弁(28)が取付けられている。 The water collection cartridge (21) is detachably connected to the tip of the fixed water collection pipe (27) via the coupler (26). The fixed water collection pipe (27) is drawn out of the upward filtration tank (2), and a water collection valve (28) is attached to the outside of the upward filtration tank (2).
予備ろ過槽(6)の底壁(5)の近くには、予備ろ過槽(6)の外部とつながった排泥管(29)が設けられている。予備ろ過槽(6)の外側において、排泥管(29)には、排泥弁(30)が付設されている。 Near the bottom wall (5) of the preliminary filtration tank (6), a mud drain pipe (29) connected to the outside of the preliminary filtration tank (6) is provided. Outside the preliminary filtration tank (6), the mud pipe (29) is provided with a mud valve (30).
本ろ過槽(7)の水位は、集水カートリッジ(21)の目が詰まっていないときは、図1に符号(31)で示すように、集水カートリッジ(21)の上方約10cmくらいの位置にあるが、集水カートリッジ(21)の目が詰まってくるにつれて徐々に上昇し、最大で符号(32)で示すように、集水カートリッジ(21)の上方約1mくらいの位置まで到達する。水位(32)は、予備ろ過槽(6)の水位(12)より高くなることはない。 When the water collecting cartridge (21) is not clogged, the water level of the main filtration tank (7) is about 10 cm above the water collecting cartridge (21) as shown by reference numeral (31) in FIG. However, as the eyes of the water collecting cartridge (21) become clogged, it gradually rises and reaches a position of about 1 m above the water collecting cartridge (21) at the maximum, as indicated by reference numeral (32). The water level (32) cannot be higher than the water level (12) of the preliminary filtration tank (6).
上向ろ過装置(1)においては、被処理水は、取水調節弁(13)から取り入れられ、取水管(10)を通って予備ろ過槽(6)内における予備ろ過材層(15)の上方に入る。予備ろ過材層(15)のろ過流量よりも取水管(10)から流入する流量が大きい場合は、水位は徐々に上昇していくが、溢液管(9)の開口(9a)の高さによって定まる水位(12)を超えることはない。 In the upward filtration device (1), the water to be treated is taken from the intake control valve (13), passes through the intake pipe (10) and above the prefilter layer (15) in the prefiltration tank (6). to go into. If the flow rate from the intake pipe (10) is larger than the filtration flow rate of the prefilter layer (15), the water level will gradually rise, but the height of the opening (9a) of the overflow pipe (9) The water level (12) determined by is not exceeded.
予備ろ過材層(15)で予備的なろ過を施された被処理水は、垂直隔壁(4)の下端を経て、本ろ過槽(7)の下部に至る。被処理水は、本ろ過槽(7)内においては、予備ろ過槽(6)内の水圧により上昇し、水平受板(17)の透水孔(16)を通過して本ろ過材層(19)に到達する。本ろ過材層(19)では、下方から上方に向けて大きい順に夾雑物が除去されていくため、大小すべての夾雑物が一度に捕捉されることによって目詰まりを起こすことはない。また、目詰まりを生じたときも、圧力水管(20)からの圧力水によって、効率的に振るい落とすことができる。 The water to be treated that has been preliminarily filtered by the prefilter layer (15) reaches the lower part of the main filtration tank (7) through the lower end of the vertical partition wall (4). In the main filtration tank (7), the water to be treated rises due to the water pressure in the preliminary filtration tank (6), passes through the water permeation holes (16) of the horizontal backing plate (17), and passes through the main filter medium layer (19 ) Is reached. In the present filter material layer (19), since impurities are removed in descending order from the bottom to the top, clogging is not caused by capturing all the large and small impurities at once. Further, even when clogging occurs, it can be efficiently shaken off by the pressure water from the pressure water pipe (20).
本ろ過材層(19)におけるろ過時および本ろ過材層(19)の洗浄時に透水孔(16)を通して落下してきた汚泥その他の夾雑物、ならびに予備ろ過槽(6)におけるろ過時に水平受板(14)の透水孔を通して落下してきた夾雑物は、一旦底壁(5)に堆積するが、底壁(5)は図の左側に向けてなだらかに下方に傾斜しているため、引き続いて排泥管(29)に向かい、排泥弁(30)の開放により、排泥管(29)を通って上向ろ過装置(1)の外へ排出される。 Sludge and other contaminants that have fallen through the water permeation holes (16) during filtration in the main filter medium layer (19) and during cleaning of the main filter medium layer (19), and a horizontal support plate during filtration in the preliminary filtration tank (6) 14) The contaminants that have fallen through the water-permeable holes once accumulate on the bottom wall (5), but since the bottom wall (5) is gently inclined downward toward the left side of the figure, it continues to drain mud. It goes to the pipe (29) and is discharged out of the upward filter (1) through the mud pipe (29) by opening the mud valve (30).
本ろ過材層(19)でろ過された被処理水は、さらに上昇を続けて集水カートリッジ(21)に向かい、集水カートリッジ(21)におけるろ過材(25)によって最終的にろ過される。集水カートリッジ(21)における集水管(24)の集水孔(23)を通って集水管(24)内に入った処理済の水は、集水管(27)を通じて本ろ過槽(7)外に導かれ、集水弁(28)を経て取り出される。 The water to be treated filtered by the filter medium layer (19) continues to rise and travels toward the water collection cartridge (21), and is finally filtered by the filter medium (25) in the water collection cartridge (21). The treated water that has entered the water collecting pipe (24) through the water collecting hole (23) of the water collecting pipe (24) in the water collecting cartridge (21) is removed from the main filtration tank (7) through the water collecting pipe (27). Is taken out through a water collecting valve (28).
この上向ろ過装置(1)によれば、従来のろ過材層のみの場合に比べ、ろ過性能を上げることができる。また、本ろ過槽(7)内の水位を観察することにより、集水カートリッジ(21)の交換時期を知ることができるため、効率的なろ過を行うことができる。交換は、水位が集水カートリッジ(21)の上方30cm〜1mの範囲で行うのが好ましい。 According to this upward filtration device (1), the filtration performance can be improved as compared with the case of only the conventional filter medium layer. Moreover, since the replacement time of the water collection cartridge (21) can be known by observing the water level in the main filtration tank (7), efficient filtration can be performed. The exchange is preferably performed within a range of 30 cm to 1 m above the water collecting cartridge (21).
この集水カートリッジ(21)の交換時期を容易に知ることができるようにするため、例えば、本ろ過槽(7)における水位確認のためののぞき窓(図示略)等に、集水カートリッジ(21)のろ過材(25)を交換すべき状態までろ過材(25)が目詰まりしたときに到達する水位を示す印(図示略)を設けておくのがよい。 In order to be able to easily know the replacement time of the water collection cartridge (21), for example, a water collection cartridge (21) is provided in a peep window (not shown) for confirming the water level in the filtration tank (7). It is preferable to provide a mark (not shown) indicating the water level reached when the filter medium (25) is clogged until the filter medium (25) is to be replaced.
また、図1に想像線で示すように、本ろ過槽(7)に、ろ過された被処理水の水位を検出する公知の水位計(33)等の検出手段を設けておき、この水位計(33)が、集水カートリッジ(21)のろ過材(25)を交換すべき状態までろ過材(25)が目詰まりしたときに到達する予め定めた設定水位に測定した水位が達したことを検出したとき、頂壁(3)の上面またはその他の適所に設けた赤色灯やブザー等の警報手段(34)を作動させるようにするとさらによい。 Further, as shown by an imaginary line in FIG. 1, a detection means such as a known water level meter (33) for detecting the water level of the filtered water to be treated is provided in the main filtration tank (7). (33) indicates that the measured water level has reached the predetermined set water level that is reached when the filter medium (25) is clogged until the filter medium (25) of the water collection cartridge (21) should be replaced. When it is detected, it is further preferable to operate an alarm means (34) such as a red light or a buzzer provided on the top surface of the top wall (3) or other appropriate place.
上記のような手段により、集水カートリッジ(21)の交換時期が到来したことを知ったときは、集水弁(28)を閉じ、連結器(26)を解除して、集水カートリッジ(21)を外し、新たな集水カートリッジ(21)を連結器(26)に装着するか、または、取り外した集水カートリッジ(21)をそのまま、またはさらにろ過材(25)を集水管(24)から外して洗浄し、洗浄し終わった集水カートリッジ(21)を再度組み立てて、連結器(26)に装着する。 When it is known that the time for replacement of the water collection cartridge (21) has arrived by the means described above, the water collection valve (28) is closed, the coupler (26) is released, and the water collection cartridge (21 ) And attach a new water collection cartridge (21) to the coupler (26), or leave the removed water collection cartridge (21) as it is, or add a filter medium (25) from the water collection pipe (24). The water collection cartridge (21) that has been removed and cleaned is reassembled and attached to the coupler (26).
集水カートリッジ(21)の交換のインターバルは、一般には3ヶ月〜半年であるが、それをさらに長くしたい場合は、図3に示すように、集水カートリッジ(21)における集水管(24')及びろ過材(25')の断面形状を、上下方向に長い長円形とするのがよい。 The interval of replacement of the water collection cartridge (21) is generally 3 months to 6 months, but if it is desired to make it longer, the water collection pipe (24 ') in the water collection cartridge (21) as shown in FIG. The cross-sectional shape of the filter medium (25 ′) is preferably an oval shape that is long in the vertical direction.
このようにすると、ろ過材(25')における被処理水内に浸漬された下部から順次上方に向かって目詰まりが進行するとともに、それに伴う水位の上昇により、ろ過材(25')の未使用部分が順次浸漬され、ろ過を開始するので、ろ過材(25')の交換時期を著しく長くすることができる。 In this way, the clogging progresses sequentially upward from the lower part immersed in the water to be treated in the filter medium (25 ′), and as the water level rises accordingly, the filter medium (25 ′) is unused. Since the portions are sequentially immersed and filtration is started, the replacement time of the filter medium (25 ′) can be remarkably increased.
(1) 上向ろ過装置
(2) 上向ろ過槽
(3) 頂壁
(4) 垂直隔壁
(5) 底壁
(6) 予備ろ過槽
(7) 本ろ過槽
(8)(9) 蓋
(10) 取水管
(10a) 開口
(11) 溢液管
(11a) 開口
(12) 水位
(12a) 開口
(13) 取水調節弁
(14) 水平受板
(15) 予備ろ過材層
(15a) 予備ろ過材
(16) 透水孔
(17) 水平受板
(18) 仕切版
(19) 本ろ過材層
(19a) 本ろ過材
(20) 圧力水管
(21) 集水カートリッジ
(22) 端板
(23) 集水孔
(24)(24') 集水管
(25)(25') ろ過材
(26) 連結器
(27) 集水管
(28) 集水弁
(29) 排泥管
(30) 排泥弁
(31)(32) 水位
(33) 水位計(検出手段)
(34) 警報手段
(1) Upward filtration device
(2) Upward filtration tank
(3) Top wall
(4) Vertical bulkhead
(5) Bottom wall
(6) Preliminary filtration tank
(7) Main filtration tank
(8) (9) Lid
(10) Intake pipe
(10a) Opening
(11) Overflow pipe
(11a) Opening
(12) Water level
(12a) Opening
(13) Water intake control valve
(14) Horizontal backing plate
(15) Prefilter layer
(15a) Preliminary filter media
(16) Permeability hole
(17) Horizontal backing plate
(18) Partition plate
(19) This filter material layer
(19a) This filter medium
(20) Pressure water pipe
(21) Water collection cartridge
(22) End plate
(23) Water collection hole
(24) (24 ') Water collection pipe
(25) (25 ') Filter media
(26) Coupler
(27) Water collection pipe
(28) Water collection valve
(29) Waste pipe
(30) Mud valve
(31) (32) Water level
(33) Water level gauge (detection means)
(34) Alarm means
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003329938A JP3769561B2 (en) | 2003-09-22 | 2003-09-22 | Upward filtration device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003329938A JP3769561B2 (en) | 2003-09-22 | 2003-09-22 | Upward filtration device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2005095714A JP2005095714A (en) | 2005-04-14 |
| JP3769561B2 true JP3769561B2 (en) | 2006-04-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003329938A Expired - Lifetime JP3769561B2 (en) | 2003-09-22 | 2003-09-22 | Upward filtration device |
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| Country | Link |
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| JP (1) | JP3769561B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012042700A1 (en) | 2010-09-28 | 2012-04-05 | Koishi Kazunori | Up-flow filtration device characterized by method for stacking filter materials |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014018741A (en) * | 2012-07-19 | 2014-02-03 | Kazunori Koishi | Upward filtration apparatus equipped with fine particle filter medium |
| JP6475902B1 (en) * | 2017-07-12 | 2019-02-27 | 岡田産業株式会社 | Liquid collecting device in liquid tank and upward filtration device provided with the same |
| CN113198233B (en) * | 2021-05-07 | 2022-07-12 | 中节能兆盛环保有限公司 | Filter pipe screen plate grid |
| DE202024102855U1 (en) * | 2023-06-02 | 2024-08-12 | Funke Kunststoffe Gmbh | Filter system for surface water |
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2003
- 2003-09-22 JP JP2003329938A patent/JP3769561B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012042700A1 (en) | 2010-09-28 | 2012-04-05 | Koishi Kazunori | Up-flow filtration device characterized by method for stacking filter materials |
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| JP2005095714A (en) | 2005-04-14 |
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