JP2010119944A - Filter - Google Patents
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- JP2010119944A JP2010119944A JP2008295009A JP2008295009A JP2010119944A JP 2010119944 A JP2010119944 A JP 2010119944A JP 2008295009 A JP2008295009 A JP 2008295009A JP 2008295009 A JP2008295009 A JP 2008295009A JP 2010119944 A JP2010119944 A JP 2010119944A
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- water
- filter
- filter medium
- housing
- filtered
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 111
- 239000002245 particle Substances 0.000 claims abstract description 8
- 238000001914 filtration Methods 0.000 claims description 16
- 238000003780 insertion Methods 0.000 claims description 9
- 230000037431 insertion Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 239000000706 filtrate Substances 0.000 abstract 2
- 239000002351 wastewater Substances 0.000 description 42
- 239000000460 chlorine Substances 0.000 description 30
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 27
- 229910052801 chlorine Inorganic materials 0.000 description 27
- KZBUYRJDOAKODT-UHFFFAOYSA-N Chlorine Chemical compound ClCl KZBUYRJDOAKODT-UHFFFAOYSA-N 0.000 description 18
- 230000007246 mechanism Effects 0.000 description 17
- 238000005868 electrolysis reaction Methods 0.000 description 15
- QWPPOHNGKGFGJK-UHFFFAOYSA-N hypochlorous acid Chemical compound ClO QWPPOHNGKGFGJK-UHFFFAOYSA-N 0.000 description 11
- 239000007788 liquid Substances 0.000 description 11
- 238000000034 method Methods 0.000 description 11
- 238000002156 mixing Methods 0.000 description 11
- 239000004576 sand Substances 0.000 description 11
- 229910052751 metal Inorganic materials 0.000 description 10
- 239000002184 metal Substances 0.000 description 10
- 230000008569 process Effects 0.000 description 9
- 239000002689 soil Substances 0.000 description 9
- 238000010306 acid treatment Methods 0.000 description 8
- 238000005260 corrosion Methods 0.000 description 8
- 230000007797 corrosion Effects 0.000 description 8
- 239000007789 gas Substances 0.000 description 6
- 239000000126 substance Substances 0.000 description 6
- 239000002253 acid Substances 0.000 description 5
- 239000004593 Epoxy Substances 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 4
- 239000007800 oxidant agent Substances 0.000 description 4
- 238000006864 oxidative decomposition reaction Methods 0.000 description 4
- 238000004080 punching Methods 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 3
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- YXFVVABEGXRONW-UHFFFAOYSA-N Toluene Chemical compound CC1=CC=CC=C1 YXFVVABEGXRONW-UHFFFAOYSA-N 0.000 description 3
- 239000003638 chemical reducing agent Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 230000007935 neutral effect Effects 0.000 description 3
- 229920000915 polyvinyl chloride Polymers 0.000 description 3
- 239000004800 polyvinyl chloride Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 2
- 230000002378 acidificating effect Effects 0.000 description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 150000002013 dioxins Chemical class 0.000 description 2
- 238000010292 electrical insulation Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000012212 insulator Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 150000003071 polychlorinated biphenyls Chemical class 0.000 description 2
- 150000003254 radicals Chemical class 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 229910001873 dinitrogen Inorganic materials 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 229910052736 halogen Inorganic materials 0.000 description 1
- 150000002367 halogens Chemical class 0.000 description 1
- GPRLSGONYQIRFK-UHFFFAOYSA-N hydron Chemical compound [H+] GPRLSGONYQIRFK-UHFFFAOYSA-N 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004973 liquid crystal related substance Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004021 metal welding Methods 0.000 description 1
- WSFSSNUMVMOOMR-NJFSPNSNSA-N methanone Chemical compound O=[14CH2] WSFSSNUMVMOOMR-NJFSPNSNSA-N 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000011780 sodium chloride Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/10—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being held in a closed container
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
- B01D35/30—Filter housing constructions
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtration Of Liquid (AREA)
Abstract
Description
この発明は、プール水や浴場水、各種工場排水などを処理する濾過器に関するものである。 The present invention relates to a filter for treating pool water, bath water, various factory effluents, and the like.
従来より、プール、浴場、及び工場などの施設において水その他の液体を処理する濾過装置が知られている(例えば特許文献1)。
すなわち、図3に示すように、プールや浴場等の水を濾過するシステムに用いる水処理濾過装置は、そのタンク51内において、濾過した水を排出する排水口52の基端に集水機構53を取り付けており、タンク51内に積層された濾材を通過することによって濾過された水を集水機構53にて集め、排水口52へと導いていた。前記集水機構53は、排水口52の基端に接続され排水口へ水を導く導管として機能する主管54と、主管54の側部から水平に枝分かれ状に延びた状態で主管に接続されて主管へ水を導く導管として機能する複数のステンレス鋼製の枝管55とを備えており、それら主管54や枝管55に形成された多数の貫通孔56を通じて集水し主管54を介して排水口52へと濾過水を導いていた。
そして前記集水機構53では、一般に濾過砂から成る濾材等の異物が排水口52に導かれる濾過水に混入することを防止するため、ストレーナを各貫通孔56に取り付けていた。図4に示すように、前記ストレーナ57は外形が茸状で中空に形成され、その側壁には濾過水を通過させ且つ異物の通過を阻止する多数の貫通溝58が設けられており、濾過水への異物の混入を阻止しつつ適度の集水量を確保していた。
しかし、前記ストレーナ自体がある程度複雑な構造を有する上にそのそれぞれを主管と枝管に穿設された複数の貫通孔に取り付ける作業はかなり手間がかかるという問題があった。
That is, as shown in FIG. 3, a water treatment filtration device used in a system for filtering water such as a pool or a bathhouse has a water collection mechanism 53 at the base end of a drain outlet 52 for discharging the filtered water in the tank 51. The water filtered by passing through the filter media stacked in the tank 51 was collected by the water collecting mechanism 53 and led to the drain port 52. The water collecting mechanism 53 is connected to the base end of the drainage port 52 and functions as a conduit for guiding water to the drainage port, and is connected to the main pipe in a state of extending horizontally from the side portion of the main pipe 54. And a plurality of stainless steel branch pipes 55 functioning as conduits for leading water to the main pipe, collecting water through the main pipes 54 and a large number of through holes 56 formed in the branch pipes 55, and draining the water through the main pipes 54. The filtered water was led to the mouth 52.
In the water collecting mechanism 53, a strainer is attached to each through hole 56 in order to prevent foreign matters such as filter media generally made of filtered sand from entering the filtered water led to the drain port 52. As shown in FIG. 4, the strainer 57 has a bowl-like outer shape and is formed in a hollow shape, and a plurality of through grooves 58 that allow filtered water to pass therethrough and prevent foreign substances from passing therethrough are provided. An adequate amount of water was secured while preventing foreign matter from entering the water.
However, there is a problem that the strainer itself has a somewhat complicated structure, and it takes a lot of work to attach each of the strainers to a plurality of through holes formed in the main pipe and the branch pipe.
そこでこの発明は、従来よりも製造に手間がかからない濾過器を提供しよう
とするものである。
Therefore, the present invention seeks to provide a filter that requires less time and effort to manufacture than before.
前記課題を解決するためこの発明では次のような技術的手段を講じている。
(1)この発明の濾過器は、濾過材が収容される筐体を有し、前記濾過材は粒径が大きいものを下方として段階的に略層状に配設され、前記筐体の下端に濾過水の排出口があり、前記排出口には覆い部材が設けられ、前記覆い部材には濾過水の通水孔が形成されており、前記通水孔の大きさと形状はその層の濾過材が通過しないと共に通水孔の合計面積が供給口の面積と同じか大きくなるように設定され、被濾過水は濾過材の上方に供給されるようにしたことを特徴とする。
本濾過器はこのように構成することにより、集水管(主管と枝管)とストレーナ(集水ノズル)とからなる複雑な構造を取らなくて済むこととなった。
従来、ストレーナには幅0.2mm程度のスリット(切り欠き溝)が複数本形成され排水中のss成分などの異物の通過をここで物理的に阻止しようと企図していたのに対し、上記の通り、通水孔の大きさと形状はその層の濾過材が通過しないと共に通水孔の合計面積が供給口の面積と同じか大きくなるように設定されたこととすると、排水中のss成分が通水孔から通過してしまうことを懸念するむきもあると考えられるが、筐体内の濾過材は粒径が大きいものを下方(粒径が小さい細かなものは上方)として段階的に略層状に配設され且つ被処理水は濾過材の上方に供給されるようにしており、筐体の下端の排出口の位置では固形分は既に濾し取られている構造であるので、ss成分のような異物は下端の排出口までは到達し得ず、よってストレーナがなくても濾過器としての性能が発揮できるようになっている。ここで濾過材は、下層から例えばバラス(大)、バラス(中)、バラス(小)、砂(中)、砂(細)の順に上層に向けて筐体内に収容していくことができる。
また、排出口を覆う覆い部材の通水孔の合計面積は供給口の面積と同じか大きくなるように設定されているので、筐体内が過圧状態となることを防止し、筐体全体としての濾過能力を損なわずに処理を行うことができる。ここで、通水孔(貫通部)の形状は略円形乃至楕円形状のものでもよく、多角形状であってもよくスリット状のものであってもよい。
前記通水孔を有する覆い部材は、例えばドーム状(裁断した「球殻の一部」のような形状)のステンレス製金属体(例えば450mmφ)に複数個のパンチング孔(例えば4mmφ)を形成することにより比較的簡易に製造することができ、このドーム状の金属体を上方に凸にして排出口(例えば20〜250mmφ)を覆うようにして配設することができる。例えば供給口が240mmφとすると、パンチング孔は240 mmφ÷4 mmφで60個以上ということになる。
なお、筐体内を逆洗浄する場合は排出口から水を供給することとなる。
この濾過器は、プール水、浴場水、工場系排水、飲食店系排水、一般家庭系排水、汚染土壌系排水、塗装工場その他のVOCガスをスクラバー(scrubber、排ガス洗浄装置)により水中に置換した排水の濾過などに使用することができ、工場系排水などのように浄化して再利用する水やプール水や浴場水のように浄化しつつ循環利用する水などを好適に濾過することができる。
In order to solve the above problems, the present invention takes the following technical means.
(1) The filter of the present invention has a housing for accommodating a filtering material, and the filtering material is arranged in a layered manner stepwise with a large particle size downward, and is provided at the lower end of the housing. There is an outlet for filtered water, a cover member is provided at the outlet, and a water passage hole for filtered water is formed in the cover member, and the size and shape of the water hole is the filter medium of the layer. Is set such that the total area of the water passage holes is equal to or larger than the area of the supply port, and the water to be filtered is supplied above the filter medium.
By configuring the present filter in this way, it is not necessary to take a complicated structure consisting of a water collection pipe (main pipe and branch pipe) and a strainer (water collection nozzle).
In the past, strainers were formed with multiple slits (notch grooves) with a width of about 0.2 mm, which were intended to physically block foreign substances such as ss components in the wastewater. Assuming that the size and shape of the water passage holes are set so that the filter medium of the layer does not pass and the total area of the water passage holes is the same as or larger than the area of the supply port, the ss component in the drainage is Although it is thought that there is a fear of passing through the water passage hole, the filter material in the housing is gradually layered step by step with the large particle size down (the fine one with small particle size is above) And the water to be treated is supplied to the upper side of the filter medium, and the solid content has already been filtered out at the position of the discharge port at the lower end of the casing. Foreign objects cannot reach the bottom outlet, so the strainer Ku also the performance of the filter is adapted to be exhibited. Here, the filter medium can be accommodated in the housing from the lower layer to the upper layer in the order of, for example, ballast (large), ballast (medium), ballast (small), sand (medium), and sand (thin).
In addition, since the total area of the water passage holes of the covering member that covers the discharge port is set to be the same as or larger than the area of the supply port, it is possible to prevent the inside of the housing from becoming an overpressure state, It is possible to carry out the treatment without impairing the filtration capacity. Here, the shape of the water passage hole (penetrating portion) may be substantially circular or elliptical, polygonal or slit-shaped.
The covering member having the water passage hole forms a plurality of punching holes (for example, 4 mmφ) in a stainless steel metal body (for example, 450 mmφ) having a dome shape (shape like a cut “part of a spherical shell”), for example. Thus, it can be manufactured relatively easily, and the dome-shaped metal body can be arranged so as to protrude upward and cover the discharge port (for example, 20 to 250 mmφ). For example, if the supply port is 240 mmφ, the number of punching holes is 240 mmφ ÷ 4 mmφ and 60 or more.
Note that water is supplied from the discharge port when the inside of the housing is back-washed.
This filter replaces pool water, bath water, factory wastewater, restaurant wastewater, general household wastewater, contaminated soil wastewater, painting plant and other VOC gases with scrubber (exhaust gas cleaning device). It can be used for drainage filtration, etc., and water that is purified and reused, such as factory wastewater, and water that is circulated and purified, such as pool water and bath water, can be suitably filtered. .
(2) 前記筐体の上方で開口する濾過材の挿入口に蓋体を直接固定するようにしてもよい。
濾過処理時には筐体内部に大きな水圧がかかるので、応力の集中する箇所ができることを避けるためにできるだけ凹凸のない球体に近い形状が好ましく、筐体は全体的に丸みを帯びた面を連続させて形成させている。具体的には、金属製の筒状体(中央の胴部分となる)の上下に、台部のないお椀の蓋形状の上下閉塞部が溶接により固着されている。従来は筒状の首部分を溶接しておき、前記首部分の上端にフランジ部を溶接し、このフランジ部に蓋体を固定するようにしていた。
これに対し、上記のように構成し、濾過材の挿入口の金属製の溶着筒状体(いわゆる首部分)を省略して筐体の構造をシンプルにすることによってコストダウンを図ることができる。また、筐体に溶着筒状体が固着されている場合、どうしても首状溶接部の近傍に耐圧上の問題や腐食・耐久上の問題が発生し易いが、前記のようなシンプルな構造とすることにより諸問題の発生を抑制することができる。この構造は筐体の底部の排出口や筐体への被濾過水の供給のための配管部分(サイドポート)にも適用することができる。
また、従来のように首部分とフランジ部がある場合には蓋体と重ねて両側からボルトを通して挟圧できたが、蓋体を湾曲した筐体に直接固定するようにし、首部分とフランジ部とがないようにしているので筐体側から複数本のボルトを外方に向けて予め立設させた構造としている。そして、蓋体には前記ボルトに対応する位置に孔部を穿設しておき、蓋体の孔部にボルトを挿通してナットを螺合し締め付けて固定する。
さらに従来よりも溶接する箇所を減らすことができるので、隙間腐食が発生し難くなっている。すなわち、首部と筐体の接合・溶接箇所、首部とフランジ部との接合・溶接箇所は、錆が発生し易いと共に圧力が集中し易かったが、このような不具合が発生するリスクを減少させることができる。
その上、覆い部材の外周縁には絶縁体(塩ビ・チューブを長手方向に切り裂いたような形状のもの)を円環状に被覆しており、ステンレス製の覆い部材と金属製の筐体の内面との電気絶縁性を担保し隙間腐食の発生を防止している。
前記挿入口は人が出入りできる程度の大きさを有し、濾過器の設置工事時には、挿入口からバラス(大)、バラス(中)、バラス(小)、砂(中)、砂(細)の順に筐体内に収容していき、収容作業が終了すると筐体に蓋体を固定する。一方、濾過処理の運転をすると濾過材が長期的には経時的に劣化するので、所定期間経過後には蓋体を開けて新しい濾過材との交換作業を行う。
(3)この濾過器は、例えばプール水や工場系排水などの水処理システムの濾過工程に使用することができる。
この水処理システムは、被処理水中に溶解する汚れ成分を酸化分解する処理槽(次亜ハロゲン酸などの酸化剤が供給される)と、被処理水中のss成分や固形分を除去する濾過器と、前記処理槽における酸化分解後にさらに酸化分解を進行させ且つその後に残留塩素を低減させる有隔膜電解機構と、これら相互間を接続する配管経路とにより構成する。
前記濾過器は処理槽と有隔膜電解機構との間に配設され、有隔膜電解機構における隔膜等の目詰まりを有効に抑制する。ここで濾過器には、次亜ハロゲン酸などの酸化剤が供給される処理槽を出た後の残塩濃度が高い水が供給されるので、耐薬品性を付与すべく缶体の内面にタール・エポなどを塗布しておくことができる。また、缶体の隙間腐食を防止すべくその内面には絶縁膜を形成している。この絶縁膜としてタール・エポやフッ素樹脂を塗布したり、ガラス・コーティングなどをしたりすることができる。
(2) You may make it fix a cover body directly to the insertion port of the filter material opened above the said housing | casing.
Since a large water pressure is applied to the inside of the case during the filtration process, it is preferable to have a shape that is as close to a sphere as possible without unevenness in order to avoid the formation of stress-concentrated parts, and the case has a continuous rounded surface as a whole. It is formed. Specifically, the upper and lower closed portions of the bowl-shaped lid without a base are fixed to the upper and lower sides of a metal cylindrical body (which becomes the central barrel portion) by welding. Conventionally, a cylindrical neck portion is welded, a flange portion is welded to the upper end of the neck portion, and a lid is fixed to the flange portion.
On the other hand, cost reduction can be aimed at by comprising as mentioned above and simplifying the structure of a housing | casing by omitting the metal welding cylindrical body (what is called a neck part) of the insertion port of a filter medium. . In addition, when the welded cylindrical body is fixed to the housing, there are inevitably problems with pressure resistance and corrosion / durability in the vicinity of the neck weld, but the structure is as simple as the above. Therefore, the occurrence of various problems can be suppressed. This structure can also be applied to a discharge port at the bottom of the casing and a pipe portion (side port) for supplying filtered water to the casing.
In addition, when there is a neck part and a flange part as in the conventional case, it was possible to pinch through the bolt from both sides by overlapping the lid, but the lid part was fixed directly to the curved housing, and the neck part and the flange part In order to prevent this, there is a structure in which a plurality of bolts are erected in advance from the housing side toward the outside. A hole is formed in the lid body at a position corresponding to the bolt, and a bolt is inserted into the hole of the lid body, and a nut is screwed and tightened to be fixed.
Furthermore, since the number of places to be welded can be reduced as compared with the conventional case, crevice corrosion is less likely to occur. That is, the joint / weld spot between the neck and the housing, and the joint / weld spot between the neck and the flange were prone to rust and pressure concentrated, but this would reduce the risk of such problems. Can do.
In addition, the outer periphery of the cover member is covered with an insulator (shaped like a PVC tube cut in the longitudinal direction) in an annular shape, and the stainless cover member and the inner surface of the metal casing This ensures electrical insulation and prevents crevice corrosion.
The insertion port has a size that allows people to enter and exit. During installation of the filter, the insertion port has a large ballast, a large ballast, a small ballast, a small ball, a medium sand, and a small sand. The lid is fixed to the casing when the storing operation is completed. On the other hand, when the filtration process is performed, the filter medium deteriorates with time in the long term. Therefore, after the predetermined period has elapsed, the lid is opened and a replacement work with a new filter medium is performed.
(3) This filter can be used for the filtration process of water treatment systems, such as pool water and factory system drainage, for example.
This water treatment system has a treatment tank (supplied with an oxidizing agent such as hypohalous acid) that oxidizes and decomposes soil components dissolved in the treated water, and a filter that removes ss components and solids in the treated water And a diaphragm electrolysis mechanism that further proceeds oxidative decomposition after the oxidative decomposition in the treatment tank and subsequently reduces residual chlorine, and a piping path that connects the two.
The filter is disposed between the treatment tank and the diaphragm electrolysis mechanism, and effectively suppresses clogging of the diaphragm and the like in the diaphragm electrolysis mechanism. Here, the filter is supplied with water having a high residual salt concentration after leaving the treatment tank to which an oxidizing agent such as hypohalous acid is supplied, so that the inner surface of the can body is provided with chemical resistance. Tar and epoxy can be applied. Further, an insulating film is formed on the inner surface to prevent crevice corrosion of the can body. As this insulating film, tar epoxy or fluororesin can be applied, or glass coating can be applied.
この発明は上述のような構成であり、次の効果を有する。
集水管(主管と枝管)とストレーナ(集水ノズル)とからなる複雑な構造を取らなくて済むこととなるので、従来よりも製造に手間がかからない濾過器を提供することができる。
The present invention is configured as described above and has the following effects.
Since it is not necessary to take a complicated structure consisting of a water collection pipe (main pipe and branch pipe) and a strainer (water collection nozzle), it is possible to provide a filter that requires less time and effort to manufacture than before.
以下、この発明の実施の形態を説明する。
〔1〕図1に示すように、この実施形態の濾過器1は濾過材(図示せず)が収容される筐体2を有し、前記濾過材は粒径が大きいものを下方として段階的に層状に配設されている。また前記筐体1の下端に濾過水の排出口3があり、前記排出口3には覆い部材4が設けられ、前記覆い部材4には濾過水の通水孔5が形成されている。さらに、前記通水孔5の大きさと形状はその層の濾過材が通過しないと共に、通水孔5の合計面積が供給口Sの面積と同じか大きくなるように設定されている。濾過材は、下層からバラス(大)、バラス(中)、バラス(小)、砂(中)、砂(細)の順に上層に向けて筐体2内に収容していく。
Embodiments of the present invention will be described below.
[1] As shown in FIG. 1, the filter 1 of this embodiment has a housing 2 in which a filter medium (not shown) is accommodated, and the filter medium is stepwise with a large particle size as a lower part. Are arranged in layers. A filtered water discharge port 3 is provided at the lower end of the housing 1, a cover member 4 is provided in the discharge port 3, and a filtered water flow hole 5 is formed in the cover member 4. Further, the size and shape of the water passage hole 5 are set so that the filter medium of the layer does not pass through and the total area of the water passage holes 5 is equal to or larger than the area of the supply port S. The filter medium is accommodated in the housing 2 from the lower layer toward the upper layer in the order of ballast (large), ballast (medium), ballast (small), sand (medium), and sand (thin).
本濾過器1はこのような構造を有するので、集水管(主管と枝管)とストレーナ(集水ノズル)とからなる複雑な構造を取らなくて済み、従来よりも製造に手間がかからない。
この濾過器1には、五方弁6を介して、前工程から供給されてくる被処理水の配管7と、濾過すべき被濾過水を濾過器内へと供給する配管8(被濾過水の供給口Sがある)と、排出口3から排出された濾過水を次工程に供給する配管9とが接続されている。濾過器内へと供給する配管8は、筐体内で被濾過水を上方に向けて噴出する塩ビ製の配管10に接続されている。
また、被濾過水は濾過材の上方に供給されるようにしており、被濾過水は加圧状態で供給されて濾過されるようにしている。筐体2内を逆洗浄する場合は排出口3から水を供給する。
Since this filter 1 has such a structure, it is not necessary to take a complicated structure consisting of a water collecting pipe (main pipe and branch pipe) and a strainer (water collecting nozzle), and it takes less time to manufacture than in the past.
The filter 1 is provided with a pipe 7 to be treated supplied from the previous step through a five-way valve 6 and a pipe 8 (filtered water for supplying the water to be filtered to be filtered into the filter). And a pipe 9 for supplying the filtered water discharged from the discharge port 3 to the next process is connected. The pipe 8 that is supplied into the filter is connected to a pipe 10 made of polyvinyl chloride that ejects water to be filtered upward in the housing.
Further, the water to be filtered is supplied above the filter medium, and the water to be filtered is supplied under pressure and filtered. When the interior of the housing 2 is back-washed, water is supplied from the discharge port 3.
ところで、従来、ストレーナ57(図4参照)には幅0.2mm程度のスリット58(切り欠き溝)が複数本形成され排水中のss成分などの異物の通過をここで物理的に阻止しようとしていたのに対し、上記の通り、通水孔5の大きさと形状はその層の濾過材が通過しないと共に通水孔5の合計面積が供給口Sの面積と同じか大きくなるように設定されたこととすると、排水中のss成分が通水孔5から通過してしまうことを懸念するむきもあると考えられるが、筐体2内の濾過材は粒径が大きいものを下方(粒径が小さい細かなものは上方)として段階的に層状に配設され且つ被処理水は濾過材の上方に供給されるようにしており、筐体2の下端の排出口3の位置では固形分は既に濾し取られている構造であるので、ss成分のような異物は下端の排出口3までは到達し得ず、よってストレーナがなくても濾過器としての性能が発揮できるようになっている。 By the way, conventionally, a plurality of slits 58 (notch grooves) having a width of about 0.2 mm are formed in the strainer 57 (see FIG. 4) to physically block the passage of foreign matters such as ss components in the drainage. On the other hand, as described above, the size and shape of the water passage hole 5 are set so that the filter medium of the layer does not pass and the total area of the water passage hole 5 is equal to or larger than the area of the supply port S. Then, it is considered that there is a concern that the ss component in the wastewater may pass through the water passage hole 5, but the filter medium in the housing 2 has a large particle size downward (small particle size) The fine water is arranged in layers in a stepwise manner and the water to be treated is supplied to the upper side of the filter medium, and the solid content is already filtered at the position of the outlet 3 at the lower end of the housing 2. Because of the structure taken, foreign matter such as ss component is up to the lower outlet 3 Therefore, even if there is no strainer, the performance as a filter can be exhibited.
そして、排出口3を覆う覆い部材4の通水孔5の合計面積は供給口Sの面積と同じか大きくなるように設定されているので、筐体2内が過圧状態となることを防止し、筐体2全体としての濾過能力を損なわずに処理を行うことができる。ここで、通水孔5(貫通部)の形状は略円形乃至楕円形状のものでもよく、多角形状であってもよくスリット状のものであってもよい。 And since the total area of the water flow hole 5 of the covering member 4 which covers the discharge port 3 is set so that it may become the same as the area of the supply port S, it will prevent that the inside of the housing | casing 2 will be in an overpressure state. In addition, the processing can be performed without impairing the filtering ability of the entire housing 2. Here, the shape of the water passage hole 5 (penetrating portion) may be substantially circular or elliptical, may be polygonal, or may be slit.
前記通水孔5を有する覆い部材4は、ドーム状(裁断した「球殻の一部」のような形状)のステンレス製金属体(450mmφ)に複数個のパンチング孔(4mmφ)を形成することにより比較的簡易に製造することができ、このドーム状の金属体を上方に凸にして排出口(240mmφ)を覆うようにして配設する。また、供給口Sは240mmφに設定しており、パンチング孔は240 mmφ÷4 mmφで60個以上となる。 The covering member 4 having the water passage hole 5 is formed with a plurality of punching holes (4 mmφ) in a dome-shaped (shaped like “part of a spherical shell”) stainless steel metal body (450 mmφ). Thus, the dome-shaped metal body is projected upward so as to cover the discharge port (240 mmφ). Further, the supply port S is set to 240 mmφ, and the number of punching holes is 240 mmφ ÷ 4 mmφ, which is 60 or more.
この濾過器1は、プール水、浴場水、工場系排水、飲食店系排水、一般家庭系排水、汚染土壌系排水、塗装工場その他のVOCガスをスクラバー(scrubber、排ガス洗浄装置)により水中に置換した排水の濾過などに使用することができ、工場系排水などのように浄化して再利用する水やプール水や浴場水のように浄化しつつ循環利用する水などを好適に濾過することができる。 This filter 1 replaces pool water, bath water, factory wastewater, restaurant wastewater, general household wastewater, contaminated soil wastewater, paint factory and other VOC gases with scrubber (exhaust gas cleaning device). It can be used to filter wastewater that has been purified, and water that is purified and reused, such as factory wastewater, and water that is circulated and purified, such as pool water and bath water, can be suitably filtered. it can.
〔2〕前記筐体2の上方で開口する濾過材の挿入口11に、蓋体12を直接固定するようにしている。
濾過処理時には筐体2内部に大きな水圧がかかるので、応力の集中する箇所ができることを避けるためにできるだけ凹凸のない球体に近い形状が好ましく、筐体2は全体的に丸みを帯びた面を連続させて形成させている。具体的には、金属製の筒状体(中央の胴部分13となる)の上下に、台部のないお椀の蓋形状の上下閉塞部14が溶接により固着されている。従来は筒状の首部分を溶接しておき、前記首部分の上端にフランジ部を溶接し、このフランジ部に蓋体を固定するようにしていた。
[2] The lid 12 is directly fixed to the filter medium insertion port 11 opened above the housing 2.
Since a large water pressure is applied to the inside of the housing 2 during the filtration process, a shape that is as close to a spherical body as possible is preferable in order to avoid the formation of stress-concentrated portions, and the housing 2 has a continuous rounded surface as a whole. Let them form. Specifically, a bowl-shaped lid-like upper and lower closing part 14 without a base is fixed to the upper and lower parts of a metal cylindrical body (which becomes the central barrel part 13) by welding. Conventionally, a cylindrical neck portion is welded, a flange portion is welded to the upper end of the neck portion, and a lid is fixed to the flange portion.
これに対し、上記のように濾過材の挿入口の金属製の溶着筒状体(いわゆる首部分)を省略して筐体2の構造をシンプルにすることによってコストダウンを図ることができる。また、筐体に溶着筒状体が固着されている場合、どうしても首状溶接部の近傍に耐圧上の問題や腐食・耐久上の問題が発生し易いが、前記のようなシンプルな構造とすることにより諸問題の発生を抑制することができる。この構造は筐体の底部の排出口や筐体への被濾過水の供給のための配管部分(サイドポート)にも適用することができる。 On the other hand, the cost can be reduced by omitting the metal welded cylindrical body (so-called neck portion) at the filter medium insertion port as described above and simplifying the structure of the housing 2. In addition, when the welded cylindrical body is fixed to the casing, problems with pressure resistance, corrosion and durability are likely to occur in the vicinity of the neck-shaped weld, but the structure is as simple as the above. Therefore, the occurrence of various problems can be suppressed. This structure can also be applied to a discharge port at the bottom of the casing and a pipe portion (side port) for supplying filtered water to the casing.
また、従来のように首部分とフランジ部がある場合には蓋体と重ねて両側からボルトを通して挟圧できたが、蓋体12を湾曲した筐体2に直接固定するようにし、首部分とフランジ部とがない構造としているので筐体2側から複数本のボルト15を外方に向けて予め立設させた構造としている。そして、蓋体12には前記ボルト15に対応する位置に孔部を穿設しておき、蓋体12の孔部にボルト15を挿通してナット(図示せず)を螺合し締め付けて固定する。
さらに従来よりも溶接する箇所を減らすことができるので、隙間腐食が発生し難くなっている。すなわち、首部と筐体の接合・溶接箇所、首部とフランジ部との接合・溶接箇所は、錆が発生し易いと共に圧力が集中し易かったが、このような不具合が発生する度合を減少させることができる。
その上、覆い部材4の外周縁には絶縁体(塩ビ・チューブを長手方向に切り裂いたような形状のもの、図示せず)を円環状に被覆しており、ステンレス製の覆い部材4と金属製の筐体2の内面との電気絶縁性を担保し隙間腐食の発生を防止している。
In addition, when there is a neck portion and a flange portion as in the prior art, the lid body can be overlapped with the bolts and clamped from both sides, but the lid body 12 is directly fixed to the curved housing 2 and the neck portion and Since the structure does not have a flange portion, a plurality of bolts 15 are erected in advance from the housing 2 side toward the outside. A hole is formed in the lid 12 at a position corresponding to the bolt 15, and the bolt 15 is inserted into the hole of the lid 12, and a nut (not shown) is screwed and tightened to be fixed. To do.
Furthermore, since the number of places to be welded can be reduced as compared with the conventional case, crevice corrosion is less likely to occur. That is, the joint / weld spot between the neck and the housing, and the joint / weld spot between the neck and the flange were prone to rust and pressure was easily concentrated, but the degree of occurrence of such problems should be reduced. Can do.
In addition, the outer peripheral edge of the cover member 4 is covered with an insulator (shaped like a PVC tube cut in the longitudinal direction, not shown) in an annular shape, and the stainless cover member 4 and metal The electrical insulation with the inner surface of the case 2 made of metal is ensured and the occurrence of crevice corrosion is prevented.
前記挿入口11は人が出入りできる程度の大きさを有し、濾過器1の設置工事時には、挿入口11からバラス(大)、バラス(中)、バラス(小)、砂(中)、砂(細)の順に筐体2内に収容していき、収容作業が終了すると筐体2に蓋体12を固定する。一方、濾過処理の運転をすると長期的には濾過材が経時的に劣化するので、所定期間経過後には蓋体12を開けて新しい濾過材との交換作業を行う。 The insertion port 11 has a size that allows a person to enter and exit. When the filter 1 is installed, a ballast (large), a ballast (middle), a ballast (small), a sand (middle), a sand The cover 12 is housed in the case 2 in the order of (thin), and the lid 12 is fixed to the case 2 when the housing operation is completed. On the other hand, when the filtration process is performed, the filter medium deteriorates with time in the long run. Therefore, after a predetermined period of time, the lid 12 is opened and a replacement work with a new filter medium is performed.
〔3〕この濾過器1は、プール水や工場系排水などの水処理システムの濾過工程に使用することができる。
この水処理システムは、被処理水中に溶解する汚れ成分を酸化分解する処理槽(次亜ハロゲン酸などの酸化剤が供給される)と、被処理水中のss成分や固形分を除去する濾過器1と、前記処理槽における酸化分解後にさらに酸化分解を進行させ且つその後に残留塩素を低減させる有隔膜電解機構と、これら相互間を接続する配管経路とにより構成する。
前記濾過器1は処理槽と有隔膜電解機構との間に配設され、有隔膜電解機構における隔膜等の目詰まりを有効に抑制する。ここで濾過器1には、次亜ハロゲン酸などの酸化剤が供給される処理槽を出た後の残塩濃度が高い水が供給されるので、耐薬品性を付与すべく缶体の内面及び外面にタール・エポなどを塗布しておくことができる。また、缶体2の隙間腐食を防止すべくその内面には絶縁膜(図示せず)を形成している。この絶縁膜としてタール・エポやフッ素樹脂を塗布したり、ガラス・コーティングなどをしたりすることができる。
[3] The filter 1 can be used in a filtration process of a water treatment system such as pool water or factory wastewater.
This water treatment system has a treatment tank (supplied with an oxidizing agent such as hypohalous acid) that oxidizes and decomposes soil components dissolved in the treated water, and a filter that removes ss components and solids in the treated water 1, a diaphragm electrolysis mechanism that further promotes oxidative decomposition after oxidative decomposition in the treatment tank and subsequently reduces residual chlorine, and a piping path that connects these.
The filter 1 is disposed between the treatment tank and the diaphragm electrolysis mechanism, and effectively suppresses clogging of the diaphragm and the like in the diaphragm electrolysis mechanism. Here, since the filter 1 is supplied with water having a high residual salt concentration after leaving the treatment tank to which an oxidizing agent such as hypohalous acid is supplied, the inner surface of the can body is provided with chemical resistance. In addition, tar and epoxy can be applied to the outer surface. In addition, an insulating film (not shown) is formed on the inner surface of the can 2 to prevent crevice corrosion. As this insulating film, tar epoxy or fluororesin can be applied, or glass coating can be applied.
前記水処理システムを使用した排水処理方法をより詳細に説明する。
(1)図2に示すように、この排水処理方法は、排水16を有隔膜電解機構17の陽極側領域18に供給し塩素の共存下で電気分解(電流48A、電極面積2.1dm2、排水の供給量180cc/分)することによって汚れ成分を分解する陽極側処理工程(有効塩素の製造サイクル)と、陰極側領域19に供給して残留塩素を低減する陰極側処理工程(残留塩素の低減サイクル)を有する。図中20は有隔膜電解機構17の隔膜であり、Pはポンプを示す。
The waste water treatment method using the water treatment system will be described in more detail.
(1) As shown in FIG. 2, in this wastewater treatment method, wastewater 16 is supplied to the anode side region 18 of the diaphragm electrolysis mechanism 17 and electrolyzed in the presence of chlorine (current 48A, electrode area 2.1 dm 2 , wastewater Anode side treatment process (effective chlorine production cycle) that decomposes dirt components by supplying 180cc / min), and cathode side treatment process (reduction of residual chlorine) that is supplied to the cathode side region 19 to reduce residual chlorine Cycle). In the figure, 20 is a diaphragm of the diaphragm electrolysis mechanism 17, and P indicates a pump.
前記排水16として液晶製造工場や化学製品製造工場その他の工場系排水、外食産業その他の飲食店系排水、一般家庭系排水、ダイオキシンやPCBが染み込んだ汚染土壌系排水、塗装工場その他のVOCガスをスクラバー(scrubber、排ガス洗浄装置)により水中に置換した有機排水、フィットネスクラブなどのプール水や浴場水などを処理することができる。
前記汚れ成分として通常の有機成分(ホルムアルデヒドなど)や、ベンゼン、トルエン、ダイオキシン類、PCBなどの難分解性有機化合物、人体の皮膚表面などから溶出した汚れ成分、またアンモニア性窒素その他の無機成分を分解することができる。
The wastewater 16 includes liquid crystal manufacturing factories, chemical product manufacturing factories and other factory-related wastewaters, restaurant-related wastewaters, restaurant-related wastewaters, general household wastewaters, contaminated soil-based wastewater soaked with dioxins and PCBs, painting plants and other VOC gases. It is possible to treat organic wastewater that has been replaced with water by a scrubber (exhaust gas cleaning device), pool water such as a fitness club, and bath water.
Ordinary organic components (formaldehyde, etc.), refractory organic compounds such as benzene, toluene, dioxins and PCBs, soil components eluted from the human skin surface, ammonia nitrogen and other inorganic components. Can be disassembled.
前記陽極側領域18で共存させる塩素(元素Cl)の供給源として、食塩や次亜塩素酸などを使用することができる。
ところで、陽極側処理工程において、排水16を有隔膜電解機構17の陽極側領域18に供給し塩素の共存下で電気分解することにより、溶存塩素ガスや次亜塩素酸などの有効塩素が生成して汚れ成分(被酸化物質)が酸化分解されると共に、汚れ成分は陽極電極から直接酸化されることによって分解されて微細化され究極的には二酸化炭素や窒素ガスに行き着き、CODやBOD、TOC、アンモニア性窒素が低減されて清浄化される。
As a supply source of chlorine (element Cl) to coexist in the anode side region 18, sodium chloride, hypochlorous acid, or the like can be used.
By the way, in the anode side treatment process, the waste water 16 is supplied to the anode side region 18 of the diaphragm electrolysis mechanism 17 and electrolyzed in the presence of chlorine, thereby generating effective chlorine such as dissolved chlorine gas and hypochlorous acid. Dirt components (oxidized substances) are oxidized and decomposed, and the dirty components are decomposed and refined by direct oxidation from the anode electrode, eventually reaching carbon dioxide and nitrogen gas. COD, BOD, TOC Ammonia nitrogen is reduced and cleaned.
そして、陰極側処理工程において、陰極側領域19に供給して残留塩素(汚れ成分の分解後に残存する有効塩素)を低減する。これは、陽極側処理工程で排水の汚れ成分を分解した後に残存する残留塩素は放流や再利用の妨げとなるので、陰極側処理工程において低減しようとするものである。
具体的には、前記残留塩素のうち次亜塩素酸が陰極側領域19において陰極還元されて分解され或いはアルカリ性雰囲気下で不活性化されるので、還元剤ではない他の方法で残留塩素の低減ができ、薬剤代のランニング・コストを削減することができる。
Then, in the cathode side processing step, the residual chlorine (effective chlorine remaining after decomposition of the soil components) is reduced by supplying the cathode side region 19. This is intended to reduce in the cathode side treatment process because residual chlorine remaining after decomposing the waste components of the waste water in the anode side treatment process hinders discharge and reuse.
Specifically, among the residual chlorine, hypochlorous acid is cathodic reduced in the cathode side region 19 and decomposed or deactivated in an alkaline atmosphere, so the residual chlorine is reduced by other methods that are not reducing agents. Can reduce the cost of running the drug.
(2)陽極側処理工程の前処理として、陽極側領域18の前に次亜ハロゲン酸処理槽21を設け、この槽で排水16中の汚れ成分を前もって分解しておくようにしている。これはCODやBOD、TOC、アンモニア性窒素(汚れ成分の指標値)が高い排水(例えばCOD1000ppm)に有効であり、有隔膜電解機構17が有する分解適性に応じた程度(例えばCOD100ppm)にまで予め浄化を行っておく。具体的には、次亜ハロゲン酸処理槽21へ次亜塩素酸22を電解装置23により電気分解して供給しており、供給水は活性ラジカル種(OH・ラジカル、活性酸素、活性オゾン)が発生しより分解能に優れたものとなっている。ここで、この次亜塩素酸22は陽極側領域18で電気分解する際に共存させる塩素の供給源ともなる。
また、次亜ハロゲン酸処理槽21と有隔膜電解機構17の陽極側領域18の間には砂濾過器1を介在させており、この砂濾過器1で排水16中の微粒子ss成分を予め除去しておくようにしている。これにより、既述のように有隔膜電解機構17などで目詰まりが発生することを防止する。
(2) As a pretreatment for the anode-side treatment step, a hypohalous acid treatment tank 21 is provided in front of the anode-side region 18, and the dirt component in the waste water 16 is decomposed in advance in this tank. This is effective for wastewater with high COD, BOD, TOC, and ammoniacal nitrogen (fouling component index value) (for example, COD 1000 ppm), and to a degree corresponding to the decomposition suitability of the diaphragm electrolysis mechanism 17 (for example, COD 100 ppm) in advance. Purify. Specifically, hypochlorous acid 22 is electrolyzed and supplied to the hypohalous acid treatment tank 21 by the electrolytic device 23, and the supplied water contains active radical species (OH, radicals, active oxygen, active ozone). It is generated and has better resolution. Here, the hypochlorous acid 22 also serves as a chlorine supply source that coexists when electrolyzing in the anode side region 18.
Further, a sand filter 1 is interposed between the hypohalous acid treatment tank 21 and the anode side region 18 of the diaphragm electrolysis mechanism 17, and the fine particle ss component in the waste water 16 is previously removed by this sand filter 1. I try to keep it. This prevents clogging from occurring in the diaphragm electrolysis mechanism 17 or the like as described above.
(3)前記陰極側領域19には排水の循環流路24が形成され、陽極側領域18からの排水25(140 cc/分)と併せて陰極側領域19へ循環させるようにしている。
ところで、陽極側処理工程からは(後述の気液混合槽26を介して陰極側処理工程へと)酸性の排水が送り出されるが、陰極側領域19(電気分解によりアルカリ性となる)の循環流路24の排水と併せることによって中和されて中性雰囲気となる。ところで、水素イオン濃度が酸性のときに水中に溶存している塩素ガス(Cl2)は、中性雰囲気になると次亜塩素酸(HOCl)の形態に変化する性質を有している。よって、陽極側処理工程で生成した溶存塩素ガスを中性雰囲気とし、次亜塩素酸の形態に変化させた状態として陰極側領域19へ供給することができる。すると前記次亜塩素酸は、陰極側領域19において陰極還元されて分解し或いはアルカリ性雰囲気下で不活性化される。これにより、溶存塩素ガス(Cl2)の形態のままで陰極側処理工程に到り水酸基(OH)と化合して新たに次亜塩素酸(HOCl)が生成してしまうことを防止することができる。
(3) A drainage circulation channel 24 is formed in the cathode side region 19 and is circulated to the cathode side region 19 together with the drainage 25 (140 cc / min) from the anode side region 18.
By the way, from the anode side treatment step (to the cathode side treatment step via the gas-liquid mixing tank 26 described later), acidic waste water is sent out, but the circulation channel of the cathode side region 19 (becomes alkaline by electrolysis). Neutralized by combining with 24 effluents, resulting in a neutral atmosphere. By the way, chlorine gas (Cl 2 ) dissolved in water when the hydrogen ion concentration is acidic has a property of changing to a form of hypochlorous acid (HOCl) in a neutral atmosphere. Therefore, the dissolved chlorine gas generated in the anode-side treatment step can be supplied to the cathode-side region 19 as a neutral atmosphere and changed into a form of hypochlorous acid. Then, the hypochlorous acid is cathodically reduced in the cathode side region 19 and decomposed or inactivated under an alkaline atmosphere. As a result, it is possible to prevent the generation of hypochlorous acid (HOCl) by combining with the hydroxyl group (OH) in the cathode-side treatment process while still in the form of dissolved chlorine gas (Cl 2 ). it can.
(4)前記陰極側領域19の排水の循環流路24に塩素ガス分離槽27を形成しており、陰極側領域19の循環流路24を巡っている排水中の溶存塩素ガスを分離して残留塩素濃度を低減していくようにしている。具体的に塩素ガス分離槽27は、排水を噴霧し液滴にして表面積を拡大することにより溶存塩素ガスが気化し易くする構造と、同槽中の排水にブロアBでばっ気して溶存塩素ガスを押し出す構造とを併有させている。 (4) A chlorine gas separation tank 27 is formed in the drainage circulation channel 24 of the cathode side region 19 to separate dissolved chlorine gas in the drainage around the circulation channel 24 of the cathode side region 19 The residual chlorine concentration is reduced. Specifically, the chlorine gas separation tank 27 has a structure in which the waste chlorine is easily vaporized by spraying the waste water into droplets and expanding the surface area, and the waste chlorine gas is aerated with the blower B to dissolve chlorine gas. And the structure to extrude.
(5)前記陽極側領域18と陰極側領域19の間に気液混合槽26を形成し、ここに塩素ガス分離槽27で分離された塩素ガスをファンFで供給すると共に、気液混合槽26の排水を処理前の排水16(次亜ハロゲン酸処理槽21)にフィードバックして添加(40 cc/分)するようにしている。また陽極側領域18を出た排水は、気液混合槽26内に噴霧して供給される。
ところで、陽極側領域18と陰極側領域19の間の気液混合槽26に塩素ガス分離槽27で分離した塩素ガスを供給すると、陽極側領域18を通過して余剰の残留塩素を有する排水にさらに塩素ガスが溶け込んで残留塩素濃度が増加する。そして、残留塩素濃度が増加した排水を処理前の排水16(次亜ハロゲン酸処理槽21)に添加することにより、陽極側領域18に供給する以前の排水16中の汚れ成分の分解を促進しておくことができる。気液混合槽26では排水を循環して噴霧するようにしており、排水への塩素ガスの溶け込みが経時的に進展していくようにしている。
(5) A gas-liquid mixing tank 26 is formed between the anode-side area 18 and the cathode-side area 19, and the chlorine gas separated in the chlorine gas separation tank 27 is supplied thereto by the fan F, and the gas-liquid mixing tank 26 wastewater is fed back to the wastewater 16 (hypohalous acid treatment tank 21) before treatment and added (40 cc / min). Further, the drainage discharged from the anode side region 18 is supplied by being sprayed into the gas-liquid mixing tank 26.
By the way, when the chlorine gas separated in the chlorine gas separation tank 27 is supplied to the gas-liquid mixing tank 26 between the anode-side area 18 and the cathode-side area 19, it passes through the anode-side area 18 and becomes wastewater having surplus residual chlorine. Furthermore, chlorine gas dissolves and residual chlorine concentration increases. And by adding wastewater with increased residual chlorine concentration to the wastewater 16 before treatment (hypohalous acid treatment tank 21), the decomposition of the soil components in the wastewater 16 before being supplied to the anode side region 18 is promoted. I can keep it. In the gas-liquid mixing tank 26, the wastewater is circulated and sprayed so that the dissolution of chlorine gas into the wastewater progresses with time.
また、次亜ハロゲン酸処理槽21(密閉槽)で気化した塩素ガスも、ファンFで気液混合槽26に供給するようにしている。このように、気液混合槽26は処理時に気化した塩素ガスを収集して気液混合により再度排水中に溶解させる塩素濃縮槽として機能させるようにしており、濃縮された塩素含有水を次亜ハロゲン酸処理槽21にフィードバックして排水16の汚れ成分の分解を促進させる。これにより処理中に排水から気化した塩素ガスを無駄にすることなく排水の浄化に役立たせることができ、次亜ハロゲン酸の利用効率の高い排水処理システムとなっている。なお、次の陰極側処理工程では逆に残留塩素を低減して排出するようにしている。 Further, the chlorine gas evaporated in the hypohalous acid treatment tank 21 (sealed tank) is also supplied to the gas-liquid mixing tank 26 by the fan F. Thus, the gas-liquid mixing tank 26 functions as a chlorine concentration tank that collects chlorine gas vaporized during the treatment and dissolves it again in the waste water by gas-liquid mixing. This is fed back to the halogen acid treatment tank 21 to promote the decomposition of the soil components of the waste water 16. As a result, the chlorine gas evaporated from the waste water during the treatment can be used for the purification of the waste water without being wasted, and the waste water treatment system has a high utilization efficiency of hypohalous acid. In the next cathode side treatment step, the residual chlorine is reduced and discharged.
(6)有隔膜電解機構17の陽極側領域18に(既述の次亜ハロゲン酸処理槽21へのフィードバック量を考慮して)供給する水量と実質的にほぼ同量を循環流路24から排出側流路(Z)へと最終的に引き出し、放流や再利用のサイクルなどの次工程に供給する。
ここで、陽極側領域18の出口(X)と気液混合槽26の出口(Y)における残留塩素濃度は大体3500ppm前後であるのに対し、陰極側領域19の循環流路24の排出側流路(Z)における残留塩素濃度は2000ppm程度に低減されていた。なお後工程の要求水質に鑑み、薄めた還元剤を排出側流路(Z)の後に添加して残留塩素をさらに低減してもよい。前記残留塩素は陰極側領域19で一旦低減された後であるので、添加する還元剤のランニング・コストは低く処理することができる。一方、陽極側領域18の入口(A)における排水のCODが100ppm程度であったのが、陰極側領域19の循環流路24の排出側流路(Z)においては5ppm以下(推定0ppm)に低減されていた。
(6) From the circulation channel 24, substantially the same amount of water is supplied to the anode side region 18 of the diaphragm electrolysis mechanism 17 (in consideration of the feedback amount to the hypohalous acid treatment tank 21 described above). It is finally drawn out to the discharge channel (Z) and supplied to the next process such as discharge and reuse cycle.
Here, the residual chlorine concentration at the outlet (X) of the anode side region 18 and the outlet (Y) of the gas-liquid mixing tank 26 is about 3500 ppm, whereas the discharge side flow of the circulation channel 24 in the cathode side region 19 The residual chlorine concentration in the road (Z) was reduced to about 2000 ppm. In view of the required water quality of the post-process, the residual chlorine may be further reduced by adding a thinning reducing agent after the discharge side channel (Z). Since the residual chlorine is once reduced in the cathode side region 19, the running cost of the reducing agent to be added can be reduced. On the other hand, the COD of drainage at the inlet (A) of the anode side region 18 was about 100 ppm, but the discharge side channel (Z) of the circulation channel 24 in the cathode side region 19 was reduced to 5 ppm or less (estimated 0 ppm). It was reduced.
(7)前記陰極側領域19は陽極側領域18よりも水圧が高く差圧があるように設定しており、陽極側領域18の有効塩素が隔膜20を通過して陰極側領域19へ浸入することを防止することができる。
陰極側領域19内の陰極電極、陽極側領域18内の陽極電極として、複数本の柱状の電極から成る列が配設されたこととしており、通常の板状電極のような平板状の面ではなく、複数本の柱状の電極から成る列によって三次元的に表面積を拡大し得ることにより、電解効率を増大させることができる。また、排水が板状電極のように電極面に沿った単なる層流としてただ舐めるように流れるのではなく、柱状の電極列の周りを乱流となり流れる方向を複雑に変化させるように挙動することによる排水の攪拌作用によって領域内の混合が促進されることとなる。
(7) The cathode side region 19 is set to have a higher water pressure and a differential pressure than the anode side region 18, and the effective chlorine in the anode side region 18 passes through the diaphragm 20 and enters the cathode side region 19. This can be prevented.
As a cathode electrode in the cathode side region 19 and an anode electrode in the anode side region 18, a row of a plurality of columnar electrodes is arranged, and on a flat surface like a normal plate electrode In addition, since the surface area can be expanded three-dimensionally by a row of a plurality of columnar electrodes, the electrolysis efficiency can be increased. Also, the drainage does not flow just as licking as a laminar flow along the electrode surface like a plate electrode, but it behaves like a turbulent flow around the columnar electrode array and changing the flow direction in a complicated manner. The mixing in the region is promoted by the stirring action of the drainage due to.
さらに、前記柱状の電極は、短尺の電極を長手方向に複数個を連接して形成している。このような短尺の連接構造とすると長尺体と比べてセラミックス製(非溶出性に優れる)とした場合の焼成時の歩留まりが向上する。前記柱状の電極の形状として、円柱状や円筒状、局部放電防止のため角部を滑らかにした断面多角形状、断面楕円形状、球状電極を柱状に連設したものなどを例示することができる。 Further, the columnar electrodes are formed by connecting a plurality of short electrodes in the longitudinal direction. With such a short articulated structure, the yield during firing in the case of being made of ceramics (excellent in non-eluting properties) is improved as compared with the long body. Examples of the shape of the columnar electrode include a columnar shape, a cylindrical shape, a polygonal cross-sectional shape with smoothed corners to prevent local discharge, an elliptical cross-sectional shape, and those in which spherical electrodes are continuously arranged in a columnar shape.
従来よりも製造に手間がかからない濾過器であり、種々の水処理システムの用途に適用することができる。 It is a filter that takes less time to manufacture than before, and can be applied to various water treatment system applications.
S 供給口
2 筐体
3 排出口
4 覆い部材
5 通水孔
11 挿入口
12 蓋体
S supply port 2 housing 3 discharge port 4 covering member 5 water passage hole
11 Insertion slot
12 Lid
Claims (2)
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KR102028403B1 (en) * | 2019-03-29 | 2019-10-04 | 김교민 | Strainer apparatus for water treatment equipment |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH04161203A (en) * | 1990-10-26 | 1992-06-04 | Rinfuoosu Kogyo Kk | Filter apparatus |
JP2000254412A (en) * | 1999-03-12 | 2000-09-19 | Kawamoto Pump Mfg Co Ltd | Filter device |
JP2005152778A (en) * | 2003-11-25 | 2005-06-16 | Matsushita Electric Works Ltd | Filtration tank and method for cleaning inside of filtration tank |
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2008
- 2008-11-19 JP JP2008295009A patent/JP2010119944A/en active Pending
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Patent Citations (3)
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JPH04161203A (en) * | 1990-10-26 | 1992-06-04 | Rinfuoosu Kogyo Kk | Filter apparatus |
JP2000254412A (en) * | 1999-03-12 | 2000-09-19 | Kawamoto Pump Mfg Co Ltd | Filter device |
JP2005152778A (en) * | 2003-11-25 | 2005-06-16 | Matsushita Electric Works Ltd | Filtration tank and method for cleaning inside of filtration tank |
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KR102028403B1 (en) * | 2019-03-29 | 2019-10-04 | 김교민 | Strainer apparatus for water treatment equipment |
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