JPH0194995A - Water treatment apparatus - Google Patents
Water treatment apparatusInfo
- Publication number
- JPH0194995A JPH0194995A JP25133287A JP25133287A JPH0194995A JP H0194995 A JPH0194995 A JP H0194995A JP 25133287 A JP25133287 A JP 25133287A JP 25133287 A JP25133287 A JP 25133287A JP H0194995 A JPH0194995 A JP H0194995A
- Authority
- JP
- Japan
- Prior art keywords
- water
- electrode
- tank
- electrode plate
- electrode unit
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 98
- 238000002347 injection Methods 0.000 claims abstract description 9
- 239000007924 injection Substances 0.000 claims abstract description 9
- 238000012545 processing Methods 0.000 claims description 33
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 239000000126 substance Substances 0.000 abstract description 9
- 239000010865 sewage Substances 0.000 abstract description 8
- 238000011144 upstream manufacturing Methods 0.000 abstract description 7
- 239000008213 purified water Substances 0.000 abstract description 6
- 239000000654 additive Substances 0.000 abstract description 5
- 230000000996 additive effect Effects 0.000 abstract description 4
- 239000007788 liquid Substances 0.000 abstract description 4
- 238000005188 flotation Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 239000003344 environmental pollutant Substances 0.000 description 14
- 231100000719 pollutant Toxicity 0.000 description 14
- 239000002351 wastewater Substances 0.000 description 13
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 9
- 238000005192 partition Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-M hydroxide Chemical compound [OH-] XLYOFNOQVPJJNP-UHFFFAOYSA-M 0.000 description 8
- 239000000945 filler Substances 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 4
- 230000009471 action Effects 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 3
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 3
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 239000007795 chemical reaction product Substances 0.000 description 3
- 229910001882 dioxygen Inorganic materials 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 229910021645 metal ion Inorganic materials 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 238000006722 reduction reaction Methods 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 2
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 description 2
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 239000000920 calcium hydroxide Substances 0.000 description 2
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 2
- 239000000460 chlorine Substances 0.000 description 2
- 229910052801 chlorine Inorganic materials 0.000 description 2
- -1 chlorine ions Chemical class 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 229910000000 metal hydroxide Inorganic materials 0.000 description 2
- 150000004692 metal hydroxides Chemical class 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 230000001603 reducing effect Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 229910000640 Fe alloy Inorganic materials 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000010953 base metal Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000011143 downstream manufacturing Methods 0.000 description 1
- 230000035622 drinking Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005868 electrolysis reaction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 238000001802 infusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 235000014413 iron hydroxide Nutrition 0.000 description 1
- NCNCGGDMXMBVIA-UHFFFAOYSA-L iron(ii) hydroxide Chemical compound [OH-].[OH-].[Fe+2] NCNCGGDMXMBVIA-UHFFFAOYSA-L 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052750 molybdenum Inorganic materials 0.000 description 1
- 229910052759 nickel Inorganic materials 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 239000011780 sodium chloride Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 229910052717 sulfur Inorganic materials 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、液中の汚濁物質を除去する電気式水処理装置
に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an electric water treatment device that removes pollutants from a liquid.
(従来の技術)
従来、第10図に示す電気式汚水処理装置が提案されて
いる(特開昭59−87093> 。(Prior Art) Conventionally, an electric sewage treatment apparatus shown in FIG. 10 has been proposed (Japanese Patent Laid-Open No. 59-87093).
該処理装置は、絶縁資材によって形成された処理槽(1
00)の下部に汚水流入管(105)、上部に流出管(
106)を連結し、処理槽中には多数の孔(103)が
開設された2枚の電極板(101)(102)を間隔を
あけて上下に配置し、下段の電極板は正極、上段の電極
板は負極となる様に通電すると共に、電極板間に形成さ
れた電解室にはイオン化傾向の大なる可溶性金属、例え
ばアルミニウム合金によって作られた多数の球状充填材
(107)を充填している。The processing device includes a processing tank (1) formed of an insulating material.
00), the sewage inflow pipe (105) is installed at the bottom, and the outflow pipe (105) is installed at the top.
106) are connected, and two electrode plates (101) and (102) with a large number of holes (103) are arranged above and below with a gap between them, and the lower electrode plate is the positive electrode, and the upper electrode plate is the positive electrode, and the upper electrode plate is the positive electrode. The electrode plate is energized to serve as a negative electrode, and the electrolytic chamber formed between the electrode plates is filled with a large number of spherical fillers (107) made of a soluble metal with a high ionization tendency, such as an aluminum alloy. ing.
処理槽(100)には、流入管(105)から、反応を
促進する為の添加剤、例えば塩化アルミニウム等を添加
した汚水が供給される。この汚水は、下段の電極板(1
01)を通過して電解室に流入し、充填材(107)と
接触しながらその間隔を上昇する。The treatment tank (100) is supplied with wastewater to which an additive for promoting the reaction, such as aluminum chloride, is added from an inflow pipe (105). This wastewater is removed from the lower electrode plate (1
01) and flows into the electrolytic chamber, and rises through the gap while coming into contact with the filler (107).
汚水が各充填材(107)の間隔を通過して上昇する際
、汚水中の各種汚濁物質は、電気的に中和されて析出し
凝集する。一方、充填材(107)の表面からは金属イ
オンが溶出し、汚水中の塩素イオン等と反応して水酸化
アルミニウムが生成される。When the wastewater passes through the spaces between the fillers (107) and rises, various pollutants in the wastewater are electrically neutralized, precipitate, and coagulate. On the other hand, metal ions are eluted from the surface of the filler (107) and react with chlorine ions and the like in the wastewater to generate aluminum hydroxide.
該水酸化アルミニウムは、前記析出物と共有結合、吸着
、包含等を起こし、次第に不溶性のフロックを形成する
。更にこれらのフロックは、負極側で発生する水素ガス
や正極側で発生する酸素ガスを吸着して見かけの比重が
小さくなり、処理槽(100)の上部に浮上する。The aluminum hydroxide causes covalent bonding, adsorption, inclusion, etc. with the precipitate, and gradually forms an insoluble floc. Further, these flocs adsorb hydrogen gas generated on the negative electrode side and oxygen gas generated on the positive electrode side, so that their apparent specific gravity becomes smaller and they float to the top of the processing tank (100).
フロック状となって浮上した汚濁物質(スカム)は、水
との二層流となって流出管(106)から流出し、周知
の浮上分離槽(図示省略)へ供給され、スカムの除去が
施されるのである。The pollutants (scum) floating in the form of flocs flow out from the outflow pipe (106) in a two-layer flow with water, and are supplied to a well-known flotation separation tank (not shown), where the scum is removed. It will be done.
又、上記装置は、汚水が正極の電極板(101)を通過
する際に起こる酸化反応と、負極の電極板(92)を通
過する際に起こる還元反応とによって、汚濁物質を無害
且つ安定な物質に変化させ、BOD、COD等も低減さ
せる。Furthermore, the above device converts pollutants into harmless and stable substances through the oxidation reaction that occurs when the wastewater passes through the positive electrode plate (101) and the reduction reaction that occurs when the wastewater passes through the negative electrode plate (92). Converts into substances and reduces BOD, COD, etc.
(解決しようとする問題点)
ところが、上記電気式汚水処理装置に於いては、負極板
(102)は酸化されて表面が絶縁性の水酸化物によっ
て覆われ、電気処理性能を低下するため長期間の連続運
転に支障があった。(Problem to be Solved) However, in the above-mentioned electric sewage treatment equipment, the negative electrode plate (102) is oxidized and the surface is covered with insulating hydroxide, reducing the electrical treatment performance. There was a problem with continuous operation during the period.
(問題点を解決する為の手段)
発明者は、上記問題点を解決するべく種々の実験を繰り
返し、この結果、原水にオゾン水を混合しておき、電気
化学処理に際して、電極板にオゾン水を接触されること
によって、負電極板には水酸化物、反応生成物の付着が
少ないことを見出し、本発明の完成に至った。(Means for solving the problem) The inventor repeated various experiments in order to solve the above problem, and as a result, ozone water was mixed with raw water, and ozone water was applied to the electrode plate during electrochemical treatment. It was discovered that by contacting the negative electrode plate, there was less adhesion of hydroxide and reaction products to the negative electrode plate, leading to the completion of the present invention.
本発明に係る電気式水処理装置は、電極ユニットの送入
口にオゾン水注入管を配設して開口させ、電極槽の上流
側にオゾン水を注入し、原水と一緒に電極板の間を通過
させて電極板にオゾン水を作用させるものである。
′
(発明の作用と効果)
オゾン水が混合した処理すべき一原水は、処理槽底部の
流入口から、電極ユニット下部の送入口へ流入させ、最
下段の電極板の貫通孔を通って次々と上段の電極板へ貫
通孔を通って上昇し、最後に最上段の電極板から流出し
て、処理槽を満たし、流出口から送出される。電極ユニ
ットの各電極板は交互に正、負に通電されているから、
負極板を通過するときは、溶出している可溶性金属の金
属イオンとイオン反応し、正極板を通過するときは、電
気化学作用を受ける。原水は電極ユニットを通過するこ
とによって、各電極板からは電気的に+と−の作用を交
互に繰り返して受ける。In the electric water treatment device according to the present invention, an ozonated water injection pipe is installed and opened at the inlet of the electrode unit, and ozonated water is injected into the upstream side of the electrode tank and passed between the electrode plates together with the raw water. In this method, ozonated water is applied to the electrode plate.
(Operations and Effects of the Invention) The raw water mixed with ozonated water to be treated is caused to flow from the inlet at the bottom of the treatment tank to the inlet at the bottom of the electrode unit, and is passed one after another through the through holes in the lowest electrode plate. It rises through the through hole to the upper electrode plate, and finally flows out from the uppermost electrode plate, filling the processing tank, and is sent out from the outlet. Since each electrode plate of the electrode unit is alternately energized positively and negatively,
When it passes through the negative electrode plate, it reacts with the metal ions of the eluted soluble metal, and when it passes through the positive electrode plate, it undergoes electrochemical action. As the raw water passes through the electrode unit, it receives alternating positive and negative electrical effects from each electrode plate.
極性が正から負、負から正へ大きく変化する電気化学作
用を繰り返して受け、汚濁物質は電気的に大きく振られ
るから、殆どの汚濁物質について表面荷電の中和化が起
こり、この結果、無数の金属水酸化物の粒子が生成され
る。As the pollutants are repeatedly subjected to electrochemical action whose polarity changes significantly from positive to negative and from negative to positive, the surface charge of most pollutants is neutralized, resulting in countless of metal hydroxide particles are produced.
上記金属水酸化物の粒子は、互いの衝突により容易に結
合して、フロック化が逐次進行する。更にこれらのフロ
ックは、負極側で発生する水素ガス及び正極側で発生す
る酸素ガスを吸着して見かけの比重が小さくなり、処理
槽上部に浮上するのである。The metal hydroxide particles are easily combined by collision with each other, and flocculation progresses sequentially. Furthermore, these flocs adsorb hydrogen gas generated on the negative electrode side and oxygen gas generated on the positive electrode side, and their apparent specific gravity decreases, causing them to float to the top of the processing tank.
オゾン水は負極板に付着する反応生成物を分解し剥離す
るから、負極板は従来のように絶縁性の生成物に覆われ
ることはなく、電解作用を持続することが出来、水処理
装置の長期連続運転を可能とした。Ozonated water decomposes and peels off the reaction products that adhere to the negative electrode plate, so the negative electrode plate is not covered with insulating products like in the past, and the electrolytic action can be sustained, making it suitable for water treatment equipment. Enables long-term continuous operation.
また、オゾン水は原水に対し滅菌作用を発揮し、水質改
善にも著しい効果を有するものである。In addition, ozonated water exhibits a sterilizing effect on raw water and has a remarkable effect on improving water quality.
(実施例)
第1図〜第3図は、本発明に係る汚水処理装置の一実施
例を示している。(Example) FIGS. 1 to 3 show an example of a sewage treatment apparatus according to the present invention.
外槽(1)はFRP等の絶縁資材によって形成し、隔壁
(11)によって内部を複数の処理槽(2)に仕切りて
いる。The outer tank (1) is made of an insulating material such as FRP, and the inside is partitioned into a plurality of processing tanks (2) by partition walls (11).
外槽(1)の上部には、各処理槽(2)に隣接してスカ
ム溜め室(13)が形成され、その底部にスカム排出口
(14)が開設されている。A scum storage chamber (13) is formed in the upper part of the outer tank (1) adjacent to each treatment tank (2), and a scum discharge port (14) is provided at the bottom thereof.
処理槽(2)は下部に配備した底板(21)によって上
下に区画し、流入室(22)と処理室(23)を形成し
ている。The processing tank (2) is divided into upper and lower sections by a bottom plate (21) provided at the lower part, forming an inflow chamber (22) and a processing chamber (23).
底板(21)には取付孔(24)を開設して、電極ユニ
ット(6)を設置し、流入室(22)の水は電極ユニッ
ト(6)中を上昇して処理された後、処理室(23)へ
流入する。A mounting hole (24) is made in the bottom plate (21), and an electrode unit (6) is installed in the bottom plate (21), and the water in the inflow chamber (22) rises in the electrode unit (6) and is treated, then flows into the treatment chamber. (23).
第1段の処理槽(2a)には原水送入部(3)が上流側
に配設されて、連結管(31)が原水送入部(3)と処
理槽の流入室(22)に開口した流入孔とを連通してい
る。A raw water inlet (3) is arranged on the upstream side of the first stage treatment tank (2a), and a connecting pipe (31) connects the raw water inlet (3) and the inflow chamber (22) of the treatment tank. It communicates with the open inflow hole.
最終段の処理槽(2b)には処理水放出部(4)が配設
され、処理室の側壁に開設した流出孔(41)を通じて
放出部(4)に連通している。A treated water discharge part (4) is provided in the final stage treatment tank (2b), and communicates with the discharge part (4) through an outflow hole (41) formed in the side wall of the treatment chamber.
各処理槽の処理室(23)に開口している流出孔と下流
側の隣接処理槽の流入室(22)に開口している流入孔
とは連結管(25)によって連通し、処理室(23)を
満たす水は連結管(25)を通じて下流側の流入室(2
2)へ送られ、各段の処理槽(2)を順次通って繰り返
し処理される。The outflow hole that opens into the processing chamber (23) of each processing tank and the inflow hole that opens into the inflow chamber (22) of the adjacent processing tank on the downstream side communicate with each other through a connecting pipe (25), and the processing chamber ( 23) flows through the connecting pipe (25) to the inlet chamber (2) on the downstream side.
2) and is repeatedly processed through the processing tanks (2) of each stage in sequence.
原水送入部(3)は2枚の仕切板(32) (33)に
よって3室に分けられ、原水は原水槽(9)からポンプ
(91)によって第2室(34)へ供給される。The raw water inlet section (3) is divided into three chambers by two partition plates (32) and (33), and raw water is supplied from the raw water tank (9) to the second chamber (34) by a pump (91).
第2室と第3室(35)との仕切板(32)には三角堰
(36)が形成されており、原水は第2室(34)から
第3室(35)へ溢流し、前記連結管(31)によって
処理槽(2a)へ送るべき水量が計測される。A triangular weir (36) is formed on the partition plate (32) between the second chamber and the third chamber (35), and the raw water overflows from the second chamber (34) to the third chamber (35). The amount of water to be sent to the treatment tank (2a) is measured by the connecting pipe (31).
又、第2室(34)と第1室(37)の仕切板(33)
には調節板(38)が上下にスライド可能に配設され、
仕切板及び該調節板の開口(39)を越えて第1室(3
7)に流入し、原水槽(9)へ戻る原水の量を加減する
ことによって、三角堰(36)を越える水量、従って外
槽(1)の水位を決定するものである。Also, the partition plate (33) between the second chamber (34) and the first chamber (37)
An adjustment plate (38) is arranged to be able to slide up and down,
The first chamber (3) extends beyond the opening (39) of the partition plate and the adjustment plate.
By adjusting the amount of raw water that flows into the tank 7) and returns to the raw water tank (9), the amount of water that exceeds the triangular weir (36), and therefore the water level in the outer tank (1), is determined.
第3室(35)には薬注ノズル(92)が配設され、原
水の汚濁物質の凝集を促進する適当な薬液例えば硫酸ア
ルミニウム、塩化ナトリウム、水酸化カルシウム等を薬
液容器(93)から薬注ポンプ(94)によって点滴し
、5〜20 ppmの濃度とする。A chemical injection nozzle (92) is arranged in the third chamber (35), and a suitable chemical solution such as aluminum sulfate, sodium chloride, calcium hydroxide, etc., which promotes the aggregation of pollutants in raw water is supplied from a chemical solution container (93). The infusion pump (94) is used to infuse the solution to a concentration of 5 to 20 ppm.
処理水流出部(4)は、スライド板(42)を具えた仕
切板(43)によって2室に区画され、最終段の処理槽
(2b)の流出孔(41)からの処理水は、第1室(4
4)を通りスライド板(42)の窓孔(45)を越えて
第2室(46)へ溢流し、放出されるものである。The treated water outflow part (4) is divided into two chambers by a partition plate (43) equipped with a slide plate (42), and the treated water from the outflow hole (41) of the final stage treatment tank (2b) is 1 room (4
4), overflows into the second chamber (46) over the window hole (45) of the slide plate (42), and is discharged.
外槽(1)の上部にば、モータ(51)によって駆動さ
れるスカム排除装置(5)が配設されている。該装置は
各処理槽(2)の上方を通って2本の回転軸(52)
(52)を並設し、平行する軸上のスプロケット(53
) (53)間に張設した2条の無端状チェノ(54)
(54)に複数の取付ロッド(55)を止着して、各取
付ロッド(55)に処理槽と対応する位置に可撓性の掻
出し板(56)を固定したものである。A scum removal device (5) driven by a motor (51) is disposed above the outer tank (1). The device has two rotating shafts (52) passing above each treatment tank (2).
(52) are arranged in parallel, and sprockets (53) on parallel axes are installed in parallel.
) (53) Two endless chenos stretched between them (54)
A plurality of mounting rods (55) are fixed to (54), and a flexible scraping plate (56) is fixed to each mounting rod (55) at a position corresponding to the processing tank.
各処理槽の流入室(22)には、オゾン水注入管(2)
)が配設され、先端を電極ユニット(6)の下方に開口
している。オゾン水注入管(27)はポンプ(28)を
介してオゾン水発生fi (29)に接続しており、オ
ゾンを含有した水を電極ユニット(6)の送入口(65
)に放出し、処理すべき水と混合して電極板を通過させ
、電極板への水酸化物等、反応生成物の付着を妨げ、剥
離を促進するものである。The inflow chamber (22) of each treatment tank has an ozone water injection pipe (2).
) is provided, and its tip is opened below the electrode unit (6). The ozone water injection pipe (27) is connected to the ozone water generation fi (29) via a pump (28), and the ozone-containing water is supplied to the inlet (65) of the electrode unit (6).
), mixed with the water to be treated and passed through the electrode plate to prevent reaction products such as hydroxide from adhering to the electrode plate and promote peeling.
注入するオゾン水量は、処理すべき原水の量が6t/時
のとき、オゾン水濃度が1001当り230mgのもの
を1001/時の割合とする。The amount of ozone water to be injected is set at a rate of 1001/hour when the amount of raw water to be treated is 6 tons/hour and the ozone water concentration is 230 mg/1001/hour.
電極ユニット(6)は、各種構成のものが実施され、そ
の−例として第4図に示す如く塩化ビニル、FRP等の
絶縁資材によって作られた筒状の筺体(61)の内部に
、複数枚の負極板(8)と正極板(81)を交互に配置
し、各電極板(8)(81)には多数の貫通孔(82)
を開設して処理すべき水の流通を可能としたものが用い
られる。The electrode unit (6) has various configurations, and as an example, as shown in FIG. Negative electrode plates (8) and positive electrode plates (81) are arranged alternately, and each electrode plate (8) (81) has a large number of through holes (82).
A system that enables the distribution of water to be treated by opening a water tank is used.
筺体(61)は上下を開口して水の送入口(62)、送
出口(63)を形成し、下部には最下段の電極板より低
い位置に、下面にバッキング(64)を具えた外向きフ
ランジ(65)を突設している。従って電極ユニット(
6)を処理槽(2)の底板(21)上に置いたとき、筺
体下部が底板に開設されている取付孔(34)に嵌まり
、フランジ(65)が開口縁に乗って、取付孔(24)
を塞ぐと共に着脱可能な設置が行なわれる。The housing (61) is open at the top and bottom to form a water inlet (62) and a water outlet (63), and the lower part is lower than the lowest electrode plate and has an outer backing (64) on the bottom surface. A direction flange (65) is provided protrudingly. Therefore, the electrode unit (
6) is placed on the bottom plate (21) of the processing tank (2), the lower part of the housing fits into the mounting hole (34) made in the bottom plate, the flange (65) rides on the opening edge, and the mounting hole (24)
A removable installation is carried out that closes the area.
各電極板(8)(81)は第5図及び第6図に示す様に
一辺が13cmの正方形であって、開設する貫通孔(8
2)の数、配置、直径は任意であるが、−例として直径
10軸論の孔を縦、横5列に開設したものが使用される
。Each electrode plate (8) (81) has a square shape with a side of 13 cm as shown in FIGS.
The number, arrangement, and diameter of 2) are arbitrary, but as an example, one in which holes with a diameter of 10 axes are opened in five rows vertically and horizontally is used.
電極板(8)(81)は、筺体内面に接着したステー(
66)によって上下面が止められ、ステーの接着と電極
板の設置を交互に行なって組立てられる。筺体側面から
各電極板に向けてビス(84)を螺入し、ビスは正極板
(81)に螺入したものと、負極板(8)に螺入したも
のとが夫々グループに分けて電気的に接続され、外部か
ら引込まれている通電線(7)へ正、負に分けて接続さ
れる。筺体側面に突出するビス(84)及び接続線(8
5)上を気密な絶縁ケース(86)によって覆い絶縁す
る。The electrode plates (8) (81) are attached to the stays (
66), the upper and lower surfaces are fixed, and the assembly is carried out by alternately gluing the stay and installing the electrode plate. Screw in the screws (84) from the side of the housing toward each electrode plate, and the screws are divided into two groups, one screwed into the positive electrode plate (81) and the other screwed into the negative electrode plate (8). The positive and negative terminals are connected separately to a current-carrying line (7) drawn in from the outside. Screws (84) and connection wires (8) protruding from the side of the housing
5) Cover and insulate the top with an airtight insulating case (86).
通電線(7)の先端は、第3図に示す如く処理槽(2)
の正面壁から斜め上向きに突設した引出管(12)を通
して外部へ引き出され、外槽(1)に配備した端子板(
71)に止着し、電極ユニット(6)の各電極板に通電
する。The tip of the current-carrying wire (7) is connected to the processing tank (2) as shown in Figure 3.
The terminal board (1) is pulled out to the outside through a draw-out pipe (12) protruding diagonally upward from the front wall of the
71), and energizes each electrode plate of the electrode unit (6).
負電極板(8)は、厚さ10+++mのアルミニウム板
(8))の上下面に厚さ1輪−のチタニウム板(83)
を当てて覆い、プラスチックビス(84)を両板(83
) (87)に貫通して一体に止めたものである。アル
ミニウム板(87)の金属成分は、アルミニウム或は、
例えばFe:5.0%、Mg:4.5%、Ni:1.0
%、C「:0.25%、Zn:0.25%、Cu:0.
2%、残部AIのアルミニウム合金である。なお、アル
ミニウム板は、鉄或は、例えばNi:1.6%、Mn:
0゜9%、Cr:0.6%、C:0.35%、Si:0
.35%、Mo:0.3%、P:0.01%、S:0.
01%、残部Feの鉄合金その他の可溶性金属と置き換
えることが出来る。The negative electrode plate (8) is a titanium plate (83) with a thickness of 1 ring on the upper and lower surfaces of an aluminum plate (8) with a thickness of 10+++ m.
and cover it with plastic screws (84) on both plates (83
) (87) and is fixed in one piece. The metal component of the aluminum plate (87) is aluminum or
For example, Fe: 5.0%, Mg: 4.5%, Ni: 1.0
%, C': 0.25%, Zn: 0.25%, Cu: 0.
2%, the balance is an aluminum alloy. Note that the aluminum plate is made of iron or, for example, Ni: 1.6%, Mn:
0°9%, Cr: 0.6%, C: 0.35%, Si: 0
.. 35%, Mo: 0.3%, P: 0.01%, S: 0.
01%, and the balance can be replaced with an iron alloy or other soluble metal.
正極板(81)はグラファイト等のカーボンの板体が用
いられる。A plate of carbon such as graphite is used as the positive electrode plate (81).
第7図は処理槽(2)に電極ユニット(6)を設置する
他の実施例であって、処理槽(2)は流入室を具えず、
隔壁(11)の下端に流入孔(26)を開設している。FIG. 7 shows another embodiment in which the electrode unit (6) is installed in the processing tank (2), and the processing tank (2) does not include an inflow chamber.
An inflow hole (26) is provided at the lower end of the partition wall (11).
電極ユニット(6)は筺体(61)の下端を底壁(67
)で塞ぐと共に送入口(82a)を筺体側壁に開設して
、底壁(67)上に流入室(68)を形成したものであ
る。The electrode unit (6) connects the lower end of the housing (61) to the bottom wall (67).
), and an inlet (82a) is opened in the side wall of the housing to form an inflow chamber (68) on the bottom wall (67).
電極ユニット(6)を処理槽(2)の底に沈めると、流
入孔〈26)と送入口(62a)は一致し、孔縁に形成
されている係合面と係合受面との嵌まり合いによって電
極ユニットの位置決めが出来るものである。When the electrode unit (6) is sunk to the bottom of the processing tank (2), the inflow hole (26) and the inlet port (62a) are aligned, and the engagement surface formed on the edge of the hole fits into the engagement receiving surface. The position of the electrode unit can be determined by the fit.
汚水は電極ユニット(6)を通過することによって、各
電極板を通過する際、電気的に大きく振られ、酸化、還
元の作用を交互に受ける。As the wastewater passes through the electrode unit (6), it is electrically shaken greatly as it passes through each electrode plate, and is alternately subjected to oxidation and reduction effects.
この間に汚濁物質の分解が起こり、汚水中に含まれる塩
素イオンが遊離酸素と結合し、これが酸化剤となって負
電極板と反応する。この結果、水酸化アルミニウム及び
水酸化鉄が生成され、これらが汚水中に析出する。During this time, decomposition of pollutants occurs, and chlorine ions contained in the wastewater combine with free oxygen, which becomes an oxidizing agent and reacts with the negative electrode plate. As a result, aluminum hydroxide and iron hydroxide are produced, and these are precipitated in the wastewater.
又、負電極板の表面からは水素ガス、正電極板の表面か
らは酸素ガスが発生し、例えば直径が10〜30μ鴎の
気泡となって上昇する。該気泡の上昇速度は略1.5〜
4.5cm/seeであり、この上昇気泡によって電極
板間及び処理室(23)内には対流が生じ、これによっ
て汚濁分解のフロック化が助長されると共に、上昇気泡
がこのフロックを吸着し、処理室(23)の上層部へ浮
上せしめる。Further, hydrogen gas is generated from the surface of the negative electrode plate, and oxygen gas is generated from the surface of the positive electrode plate, and rises in the form of bubbles with a diameter of, for example, 10 to 30 μm. The rising speed of the bubbles is about 1.5~
4.5 cm/see, and these rising air bubbles generate convection between the electrode plates and within the processing chamber (23), which promotes the formation of flocs in decomposing the pollution, and the rising air bubbles adsorb these flocs. It is floated to the upper part of the processing chamber (23).
尚、第1段処理槽(2a)へ供給された汚水が酸性或は
アルカリ性に偏っている場合に於いても、汚水は電極ユ
ニット中の各電極板を順次通過することによって徐々に
中和状態へ近づき、電極ユニット(6)を出た時点では
、pHは略7に収束している。In addition, even if the wastewater supplied to the first stage treatment tank (2a) is biased towards acidity or alkalinity, the wastewater can be gradually neutralized by passing through each electrode plate in the electrode unit in sequence. The pH has converged to approximately 7 at the time the battery approaches and leaves the electrode unit (6).
負極板(8)では、還元作用を主体とする処理が施され
、正極板(81)では酸化作用を主体とした処理が施さ
れ、これら2段階の処理を複数回繰り返すことによって
、夫々に固有の汚濁物質の分解、除去が行なわれる。The negative electrode plate (8) is subjected to a treatment mainly based on a reducing effect, and the positive electrode plate (81) is subjected to a process mainly based on an oxidizing effect, and by repeating these two stages of processing multiple times, the unique characteristics of each The decomposition and removal of pollutants are carried out.
第11図は、第4図に示す電極ユニットよりも更に高い
処理効率を発揮する電極ユニット(60a)(sob)
を装備した水処理装置を示している。FIG. 11 shows an electrode unit (60a) (sob) that exhibits higher processing efficiency than the electrode unit shown in FIG.
The figure shows a water treatment equipment equipped with
外槽(1)を隔壁(11)で仕切って、上流処理槽〈2
a)と下流処理槽(2b)が形成され、画処理槽底部に
、夫々第1流入室(22m)及び第1流入室(22a)
を形成している0両処理槽(2m)(2b)は連結管(
25)によって連結している。The outer tank (1) is partitioned with a partition wall (11) to form an upstream treatment tank (2).
a) and a downstream processing tank (2b) are formed, and a first inflow chamber (22m) and a first inflow chamber (22a) are formed at the bottom of the image processing tank, respectively.
The 0-car processing tank (2m) (2b) forming the connecting pipe (
25).
上流処理槽(2a)の底部に形成した第1流入室(22
a)に原水流入管(30)を接続し、下流処理槽(2b
)の中央部に浄化水流出孔(41)を開設する。又、該
流出孔(41)に連通して、第1室(44)及び第2室
(46)を形成し、両室(44)(46)の隔壁には、
外槽(1)の水位を調節するための三角堰(47)を装
備し、第2室(46)の底部から浄化水を送出する。A first inflow chamber (22) formed at the bottom of the upstream treatment tank (2a)
Connect the raw water inflow pipe (30) to the downstream treatment tank (2b)
) A purified water outflow hole (41) will be established in the center of the area. Further, a first chamber (44) and a second chamber (46) are formed in communication with the outflow hole (41), and a partition wall between the two chambers (44) and (46) includes:
A triangular weir (47) is installed to adjust the water level of the outer tank (1), and purified water is sent out from the bottom of the second chamber (46).
画処理槽(2a)(2b)底部に、夫々電極ユニット(
60a) (60b)を設置し、画電極ユニット(60
a) (Bob)の下部開口は流入室(22a)(22
b)に連通する。Electrode units (
60a) (60b), and install the picture electrode unit (60b).
a) The lower opening of (Bob) is the inflow chamber (22a) (22
b).
電極ユニット(Boa) (60b)は、夫々塩化ビニ
ール、FRP等の絶縁資材によって作られた筒状筺体の
内部に、第1電極板(88a) (89a)、第2電極
板(88b)(89b)、及び第3電極板(88c)
(89c)を間隔をおいて固定している。各電極板は上
下に貫通する多数の貫通孔を具えている。The electrode unit (Boa) (60b) has first electrode plates (88a) (89a) and second electrode plates (88b) (89b) inside a cylindrical housing made of an insulating material such as vinyl chloride or FRP. ), and the third electrode plate (88c)
(89c) are fixed at intervals. Each electrode plate has a large number of through holes extending vertically through the electrode plate.
上流側の電極ユニット(60m)の第1電極板(88a
)及び第3電極板(88c)は正極、第2電極板(88
b)は負極となる様に通電し、下流側の電極ユニット(
sob)の第1電極板(89a)及び第3電極板(89
c)は負極、第2電極板(89b)は正極となる様に通
電する。これによって、上流電極ユニット(60a)で
は酸化を主体とした反応が起こり、下流電極ユニツ)
(60b)では還元を主体とした反応が起こることにな
る。The first electrode plate (88a) of the upstream electrode unit (60m)
) and the third electrode plate (88c) are the positive electrode, and the second electrode plate (88c) is the positive electrode.
b) is energized so that it becomes a negative electrode, and the downstream electrode unit (
sob) first electrode plate (89a) and third electrode plate (89
Electricity is applied so that c) becomes the negative electrode and the second electrode plate (89b) becomes the positive electrode. As a result, a reaction mainly consisting of oxidation occurs in the upstream electrode unit (60a), and the downstream electrode unit (60a)
In (60b), a reaction mainly consisting of reduction occurs.
各電極板間に形成された電解室には、表面には多孔質の
水酸化皮膜が形成された多数のパイプ片(72)が充填
されている。電解室内の多数のパイプ片(72)の内、
大部分はアルミニウム合金製のものであって、鉄台金製
のものが全体の2〜5%混入されている。The electrolytic chamber formed between each electrode plate is filled with a large number of pipe pieces (72) each having a porous hydroxide film formed on its surface. Among the many pipe pieces (72) in the electrolysis chamber,
Most of them are made of aluminum alloy, and 2 to 5% of the total is made of iron base metal.
アルミニウム合金製のパイプ片(72)は、pi−t
11に調−節された水酸化カルシウムの水溶液に100
時間浸漬することにより、表面に厚さが略10μ輪の水
酸化皮膜を形成する。該水酸化皮膜は、周知の如く多孔
質(ポーラス層)となり、水を含むことが可能である。The pipe piece (72) made of aluminum alloy is pi-t
100 in an aqueous solution of calcium hydroxide adjusted to 11
By soaking for a period of time, a hydroxide film having a thickness of approximately 10 μm is formed on the surface. As is well known, the hydroxide film is porous (a porous layer) and can contain water.
従って、水中にて互いに接触する多数のパイプ片(72
)は、水を含んだ水酸化皮膜を介して互いに電気的に連
結されると同時に、水酸化皮膜を通して金属イオンを水
中に溶出することが出来るのである。Therefore, a large number of pipe pieces (72
) are electrically connected to each other via a water-containing hydroxide film, and at the same time, metal ions can be eluted into water through the hydroxide film.
尚、電解室内の多数のパイプ片(72)は夫々ランダム
な姿勢をとっているが、各パイプ片間には互いに連通ず
る無数の間隙が生じる為、フロックは、これらの間隙と
孔を難無く通過し、処理層上部へ浮上する。従って、こ
れらのフロックがパイプ片間に堆積することはない。Although the numerous pipe pieces (72) in the electrolytic chamber are in random positions, there are countless gaps between each pipe piece that communicate with each other, so the flocs can easily pass through these gaps and holes. and floats to the top of the processing layer. These flocs therefore do not accumulate between the pipe pieces.
上記した何れの実施例の電極ユニットも、極めて高性能
であるから、これを汚濁物質を多量に含んだ原水へ直接
使用すると、汚濁物質のフロックが電極板の間に多量に
発生して充満し、水流を妨げる。従って、原水を先ず公
知の水処理装置を通して、1次、2次処理を済ませ、あ
る程度の汚濁物質を除去したものを原水とし、最終的に
水中に残存する汚濁物質を完全除去し、水を脱臭、脱色
して清澄とする3次処理用に使用することが望ましい。The electrode units of the above-mentioned examples have extremely high performance, so if they are used directly on raw water containing a large amount of pollutants, a large amount of flocs of pollutants will form between the electrode plates, filling them and causing water flow. prevent. Therefore, raw water is first passed through a known water treatment device to complete the primary and secondary treatment, and a certain amount of pollutants are removed, which is used as raw water.Finally, the pollutants remaining in the water are completely removed, and the water is deodorized. It is desirable to use it for the tertiary treatment of decolorizing and clarifying.
第1図は、全段の処理槽(こ第4図の電極ユニットを設
置した例をボしているが、これは原水が既に2次処理さ
れている場合である。原水が未処理の場合には、第8図
に示す電極ユニット(6a)を第1段に使用し、第4図
の電極ユニット(6)は第2段以降に使用することが望
ましい。Figure 1 shows an example in which all stages of treatment tanks (Fig. 4) are installed with electrode units, but this is a case where the raw water has already been subjected to secondary treatment.A case where the raw water is untreated In this case, it is desirable that the electrode unit (6a) shown in FIG. 8 be used in the first stage, and the electrode unit (6) shown in FIG. 4 be used in the second and subsequent stages.
第8図の電極ユニット(6a)は、筺体(61)中に、
電極板(8a)(81a)を垂直に立て、極性を交互に
違えて、並べたものである。原水は電極板の平面に沿っ
て上昇し、1回の電気作用を受けて大部分の汚濁物質を
析出した後、処理水を次段の処理槽の流入室へ供給し、
次に第4図の電極ユニットによって高性能の処理が施さ
れるから、処理水は飲用基準にも適合する高度の清澄水
となる。The electrode unit (6a) in FIG. 8 has a housing (61) with
Electrode plates (8a) (81a) are vertically erected and arranged with alternating polarities. The raw water rises along the plane of the electrode plate, and after being subjected to one electric action to precipitate most of the pollutants, the treated water is supplied to the inlet chamber of the next stage treatment tank.
Next, since high-performance treatment is performed by the electrode unit shown in FIG. 4, the treated water becomes highly clear water that meets drinking standards.
発明者は、第1図の水処理装置を用いて、第9図に示す
ごとき汚水浄化システムを構成した。The inventor constructed a sewage purification system as shown in FIG. 9 using the water treatment apparatus shown in FIG.
原水槽(9)内の汚水は原水ポンプ(91)によって水
処理装置(95)へ供給する。尚、この汚水には、薬液
容器(93)から薬注ポンプ(84)により、適当な添
加剤を注入する。更に水処理装置或は原水の供給系路中
に、オゾン水発生機(29)からのオゾン水をポンプ(
28)によって注入する。水処理袋!(95)によって
処理された浄化水は、更に周知の浮上槽(96)へ送り
、浄化水中の残留スカムを完全に除去するのである。Sewage in the raw water tank (9) is supplied to a water treatment device (95) by a raw water pump (91). Note that a suitable additive is injected into this wastewater from a chemical liquid container (93) using a chemical injection pump (84). Furthermore, the ozonated water from the ozonated water generator (29) is pumped (
28). Water treatment bag! The purified water treated by (95) is further sent to a well-known flotation tank (96) to completely remove residual scum in the purified water.
第10図に示す従来装置に於ては、処理効率が低いのみ
ならず、球状充填材(107)の間にフロックが堆積し
易く、これによって連続運転が不可能になる問題があっ
た。The conventional apparatus shown in FIG. 10 not only has low processing efficiency, but also has the problem that flocs tend to accumulate between the spherical fillers (107), making continuous operation impossible.
これに対し、上記水処理装置に於いては、負電極板への
生成物の付着は殆んどなく、高効率での連続運転が可能
である。In contrast, in the water treatment apparatus described above, there is almost no adhesion of products to the negative electrode plate, and continuous operation with high efficiency is possible.
本発明の各部構成は上記実施例に限らず、特許請求の範
囲に記載の技術的範囲内で種々の変形が可能であること
は勿論である。It goes without saying that the configuration of each part of the present invention is not limited to the above-mentioned embodiments, and various modifications can be made within the technical scope of the claims.
例えば、第2図及び第3図に示すスカム溜め室からの排
出液には、処理水に投入した添加剤が微量ではあるが含
有されているので、該排出液からスカムを分離した後、
これを更に連結管から装置内へ供給し、添加剤の有効利
用を図ることが可能である。For example, the effluent from the scum storage chamber shown in FIGS. 2 and 3 contains a small amount of additives added to the treated water, so after separating the scum from the effluent,
It is possible to further supply this into the device through a connecting pipe to effectively utilize the additive.
第1図の各電極板の配置は正負逆であっても可い、又、
筺体中に配設されるべき電極板(8)(81)の数を増
し、処理槽(2)中に設置する電極ユニットの数を2基
又はそれ以上とし、外槽(1)内に形成する処理槽(2
)の数を増す等して、除去性能を一層向上できる。The arrangement of each electrode plate in FIG. 1 may be reversed, or
Increase the number of electrode plates (8) (81) to be arranged in the housing, increase the number of electrode units installed in the processing tank (2) to two or more, and form them in the outer tank (1). Processing tank (2
), the removal performance can be further improved.
第1図は水処理装置の概略を示す一部破断した正面図、
第2図は同上の平面図、第3図は第1図中■−■線に沿
う断面図、第4図は電極ユニットの縦断面図、第5図は
負極板の平面図、第6図は同上の断面図、第7図は他の
実施例の電極ユニットの縦断面図、第8図は従来の電極
ユニットの縦断面図、第9図は水処理装置のシステム全
体配置の説明図、第10図は従来装置の断面図、第11
図は他の実施例の水処理装置の概略を示す一部破断した
正面図である。
(2)・・・処理槽 (27)・・・オゾン注入
管(6)・・・電極ユニット (8)・・・負極板(8
1)・・・正極板
第7図
第8図Figure 1 is a partially cutaway front view showing the outline of the water treatment equipment;
Fig. 2 is a plan view of the same as above, Fig. 3 is a sectional view taken along the line ■-■ in Fig. 1, Fig. 4 is a longitudinal sectional view of the electrode unit, Fig. 5 is a plan view of the negative electrode plate, and Fig. 6 is a cross-sectional view of the same as above, FIG. 7 is a vertical cross-sectional view of an electrode unit of another embodiment, FIG. 8 is a vertical cross-sectional view of a conventional electrode unit, and FIG. 9 is an explanatory diagram of the overall system arrangement of a water treatment device. Figure 10 is a sectional view of the conventional device;
The figure is a partially cutaway front view schematically showing a water treatment device of another embodiment. (2)...Processing tank (27)...Ozone injection tube (6)...Electrode unit (8)...Negative electrode plate (8
1)... Positive electrode plate Fig. 7 Fig. 8
Claims (4)
えた処理槽と、処理槽中に設置され筒状筺体の下部に流
入孔と連通する送入口、筺体上部に流出孔と連通する送
出口を開設し、筺体中には極性を交互に違えた電極板を
具えた電極ユニットと、先端を該電極ユニットの送入口
に対向して開口したオゾン水注入管とによって構成され
た水処理装置。(1) A treatment tank with an inflow hole for raw water at the bottom and an outflow hole for treated water at the top, an inlet that is installed in the treatment tank and communicates with the inflow hole at the bottom of a cylindrical housing, and an outflow hole at the top of the housing. It is composed of an electrode unit that has a communicating outlet, and has electrode plates with alternating polarities in the housing, and an ozonated water injection tube whose tip is opened opposite the inlet of the electrode unit. Water treatment equipment.
、下段処理槽の流入孔へ連結管を介して連通している特
許請求の範囲第1項の装置。(2) The apparatus according to claim 1, wherein a plurality of processing tanks are installed, and the outflow hole of the upper processing tank communicates with the inflow hole of the lower processing tank via a connecting pipe.
、表面に多数の貫通孔を開設した複数枚の電極板を筺体
中に配備し、負極の電極板は可溶性金属によつて形成さ
れている特許請求の範囲第1項又は第2項の装置。(3) The electrode unit has a plurality of electrode plates with a large number of through holes on the surface disposed in the housing between the inlet and the outlet, and the negative electrode plate is made of soluble metal. The device according to claim 1 or 2.
、表面に多数の貫通孔を開設した複数枚の電極板を筺体
中に配備し、電極板の間に形成される電解室には、可溶
性金属をもって形成されたパイプ片が充填されている特
許請求の範囲第1項又は第2項の装置。(4) The electrode unit has a plurality of electrode plates with a large number of through holes on the surface disposed in the housing between the inlet and the outlet, and the electrolytic chamber formed between the electrode plates contains soluble 3. Device according to claim 1, characterized in that it is filled with pipe pieces made of metal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25133287A JPH0194995A (en) | 1987-10-05 | 1987-10-05 | Water treatment apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25133287A JPH0194995A (en) | 1987-10-05 | 1987-10-05 | Water treatment apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0194995A true JPH0194995A (en) | 1989-04-13 |
Family
ID=17221243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25133287A Pending JPH0194995A (en) | 1987-10-05 | 1987-10-05 | Water treatment apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0194995A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50153775A (en) * | 1974-06-03 | 1975-12-11 | ||
| JPS5987093A (en) * | 1982-11-11 | 1984-05-19 | Mitsukawa Kogyo Kk | Electrolytical reactor for waste water disposal and method for waste water disposal |
-
1987
- 1987-10-05 JP JP25133287A patent/JPH0194995A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50153775A (en) * | 1974-06-03 | 1975-12-11 | ||
| JPS5987093A (en) * | 1982-11-11 | 1984-05-19 | Mitsukawa Kogyo Kk | Electrolytical reactor for waste water disposal and method for waste water disposal |
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