JP6622432B1 - Disinfecting apparatus and disinfecting method for waste water containing ammonia nitrogen - Google Patents

Disinfecting apparatus and disinfecting method for waste water containing ammonia nitrogen Download PDF

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JP6622432B1
JP6622432B1 JP2019023091A JP2019023091A JP6622432B1 JP 6622432 B1 JP6622432 B1 JP 6622432B1 JP 2019023091 A JP2019023091 A JP 2019023091A JP 2019023091 A JP2019023091 A JP 2019023091A JP 6622432 B1 JP6622432 B1 JP 6622432B1
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林 秀明
秀明 林
稲村 准一
准一 稲村
安永 利幸
利幸 安永
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Abstract

【解決課題】取り扱い性に優れた消毒薬をアンモニア性窒素含有排水に添加して、消毒する方法及び装置を提供する。【解決手段】臭素イオンを含む薬剤(A)に所定量の固体の次亜塩素酸源(B)を溶解させて、次亜塩素酸を含む消毒薬を調製した直後に、消毒薬をアンモニア性窒素含有排水に添加する消毒方法、及び薬剤(A)に固体の次亜塩素酸源(B)を添加して混合させる混合部1、混合部1から混合物を受入れて薬剤(A)に次亜塩素酸源(B)を溶解させて消毒薬を調製する消毒薬調製部2、消毒薬調製部2に薬剤(A)を供給する第1ライン3、消毒薬調製部2から調製直後の消毒薬をアンモニア性窒素含有排水(以下「被処理水」ともいう。)に供給する消毒薬供給ライン4を具備する消毒装置。【選択図】図1Disclosed is a method and an apparatus for disinfecting by adding a disinfectant having excellent handleability to wastewater containing ammonia nitrogen. SOLUTION: Immediately after dissolving a predetermined amount of a solid hypochlorous acid source (B) in a drug (A) containing bromine ions to prepare a disinfectant containing hypochlorous acid, the disinfectant is treated with an ammoniacal disinfectant. Disinfection method to be added to nitrogen-containing wastewater, mixing section 1 for adding and mixing solid hypochlorous acid source (B) to drug (A), receiving mixture from mixing section 1 and converting the mixture to drug (A) Disinfectant preparation unit 2 for dissolving chloric acid source (B) to prepare disinfectant, first line 3 for supplying drug (A) to disinfectant preparation unit 2, disinfectant immediately after preparation from disinfectant preparation unit 2 A disinfecting apparatus comprising a disinfectant supply line 4 for supplying wastewater containing ammoniacal nitrogen to wastewater (hereinafter also referred to as “water to be treated”). [Selection diagram] Fig. 1

Description

本発明は、アンモニア性窒素含有排水の消毒装置及び消毒方法に関し、特に下水処理場、ポンプ場、雨水吐き口から公共用水域に放流されるアンモニア性窒素含有排水の消毒装置及び消毒方法に関する。   The present invention relates to a disinfecting apparatus and a disinfecting method for ammonia nitrogen-containing wastewater, and particularly to a disinfecting apparatus and disinfecting method for ammonia nitrogen-containing wastewater discharged from a sewage treatment plant, a pump station, and a rainwater outlet to public water areas.

下水処理場は、家庭や工場から排出される汚水等を無害化して公共用水域に放流するための施設である。設計値を上回る降雨があった場合など流入下水が処理能力を大幅に上回る場合には、一部の雨天時下水を簡易処理した上で放流するため、中継基地であるポンプ場や雨水吐き口から、雨水が混在する汚水(以下、「雨天時下水」という)が、十分に処理されない状態で公共用水域に放流される。この場合、粗大浮遊物やSS(suspended substance:浮遊物質)が公共用水域に放流されるために、美観上問題となる場合があるばかりか、水質汚濁防止法に定める放流基準値(3000CFU/mL以下)を大幅に上回る大腸菌群や大腸菌が検出される場合がある。これらは、特に合流式下水道にみられる現象であるが、分流式下水道においても、土壌性大腸菌群や粗大浮遊物が流入するため、それらが越流して公共水域に放流された場合には、合流式下水道と同様の問題が生じていた。なお、大腸菌とはEsherichia coliのみを指すのに対し、大腸菌群とはEsherichia coli以外にCitrobacter属、Enterobacter属、Klebsiella属などが含まれる。大腸菌群は糞便汚染の指標であり、腸管系病原菌(チフス菌、赤痢菌等)に対する安全性を確認するための検査項目である。   The sewage treatment plant is a facility for detoxifying sewage discharged from households and factories and releasing it into public water bodies. If inflow sewage significantly exceeds the treatment capacity, such as when there is rainfall exceeding the design value, some sewage during rainy weather will be discharged after simple treatment. Wastewater mixed with rainwater (hereinafter referred to as “rainwater during rainy weather”) is discharged into public water areas without being sufficiently treated. In this case, since coarse suspended solids and SS (suspended substance) are released to public water areas, they may cause aesthetic problems, and the release standard value (3000 CFU / mL) stipulated in the Water Pollution Control Law In some cases, coliforms or E. coli significantly exceeding the following are detected. These are phenomena that are especially seen in combined sewers. However, in shunted sewers, soil coliforms and coarse suspended solids flow in, so if they overflow and are discharged into public waters, they join together. A problem similar to the sewerage system was occurring. Note that Escherichia coli refers only to Esherichia coli, whereas Escherichia coli group includes the genus Citrobacter, Enterobacter, and Klebsiella in addition to Esherichia coli. The coliform group is an index of fecal contamination, and is an inspection item for confirming safety against intestinal pathogens (such as Salmonella typhi and Shigella).

下水処理場での消毒は、「下水道施設計画・設計指針と解説」(日本下水道協会発行、2009年版)には、次亜塩素酸ナトリウム、液化塩素、塩素化イソシアヌル酸、次亜塩素酸カルシウムなどの塩素剤を用い、それらを混和池で、15分以上、下水と接触させることによって大腸菌群を消毒する方法が示されている。塩素系消毒剤は、下水中で遊離塩基である次亜塩素酸を発生し、強い酸化力で微生物やウィルスなど病原性物の細胞膜や細胞壁を破壊し、細胞内のタンパク質や核酸を変性させる。また、「下水道施設計画・設計指針と解説」には、オゾンや紫外線による消毒についても記載されている。更に、数万m3の貯留池を設けて雨天時下水を一時貯留し、貯留量以上の降雨量によって越流が起こった場合には、上記の塩素系消毒剤を用いて消毒を行う方法も提案されている。また、近年は塩素系消毒剤に加え、臭素系消毒剤を用いる技術も提案されている。 Disinfection at sewage treatment plants includes “Sewerage facility planning / design guidelines and explanation” (published by Japan Sewerage Association, 2009 edition), such as sodium hypochlorite, liquefied chlorine, chlorinated isocyanuric acid, calcium hypochlorite, etc. A method of disinfecting coliform bacteria by contacting them with sewage in a mixing pond for 15 minutes or longer is shown. Chlorine disinfectants generate hypochlorous acid as a free base in sewage, destroy cell membranes and cell walls of pathogenic substances such as microorganisms and viruses with strong oxidizing power, and denature intracellular proteins and nucleic acids. In addition, “Sewerage facility planning / design guidelines and explanation” also describes disinfection with ozone and ultraviolet rays. In addition, a pond of tens of thousands of m 3 is provided to temporarily store sewage in rainy weather, and when overflow occurs due to rainfall exceeding the storage amount, a method of disinfecting using the above-mentioned chlorinated disinfectant is also available. Proposed. In recent years, a technique using a bromine-based disinfectant in addition to a chlorine-based disinfectant has been proposed.

たとえば、金属元素の臭化物と次亜塩素酸若しくはその塩とを混合することによって形成されたものである次亜臭素酸若しくは次亜臭素酸塩を含むことを特徴とする排水用消毒剤(特許文献1)、(A)水中で次亜塩素酸を発生する化合物と(B)水中で臭化物イオンを発生する化合物を、(C)ヒドロキシカルボン酸及び/又はオキソカルボン酸の存在下、pHが5〜7の水系で混合して得られた次亜臭素酸を含むことを特徴とする消毒剤(特許文献2)、(a)水に溶解したとき臭素イオンを放出する、臭化水素酸、臭化ナトリウム、臭化カリウム、臭化リチウム及び臭化亜鉛のうちから選ばれる臭化物と(b)5,5−ジアルキル置換ヒダントインと(c)次亜塩素酸及び/又はその水溶性塩を、処理対象とする水系に(c):(a):(b)=1:(0.2〜3):(0.2〜0.9)のモル比で添加混合して、該水系において(A)次亜臭素酸及び/又はその水溶性塩と(B)N−モノクロロ−5,5−ジアルキル置換ヒダントインを生成させることを特徴とする水系におけるスライムコントロール方法(特許文献3)、水に臭素系酸化剤、または臭素系化合物と塩素系酸化剤との反応物と、スルファミン酸化合物とを含む安定化次亜臭素酸組成物と塩素系酸化剤を添加する水の消毒方法(特許文献4)などが提案されている。   For example, a disinfectant for drainage characterized by containing hypobromite or hypobromite formed by mixing a bromide of a metal element and hypochlorous acid or a salt thereof (Patent Literature) 1), (A) a compound that generates hypochlorous acid in water and (B) a compound that generates bromide ions in water. (C) in the presence of hydroxycarboxylic acid and / or oxocarboxylic acid, the pH is 5 to 5. 7. Disinfectant characterized by containing hypobromite obtained by mixing in an aqueous system (Patent Document 2), (a) hydrobromic acid, bromide that releases bromide ions when dissolved in water A bromide selected from sodium, potassium bromide, lithium bromide and zinc bromide, (b) 5,5-dialkyl-substituted hydantoin, and (c) hypochlorous acid and / or a water-soluble salt thereof are treated. (C) :( a) (B) = 1: (0.2-3): (0.2-0.9) is added and mixed in a molar ratio, and in the aqueous system, (A) hypobromite and / or a water-soluble salt thereof (B) A slime control method in an aqueous system characterized by producing an N-monochloro-5,5-dialkyl-substituted hydantoin (Patent Document 3), a bromine-based oxidizing agent in water, or a bromine-based compound and a chlorine-based oxidizing agent; A method of disinfecting water (Patent Document 4) and the like in which a stabilized hypobromite composition containing a reaction product of the above and a sulfamic acid compound and a chlorine-based oxidizing agent are added has been proposed.

特許文献1の方法では、薬剤が液体の場合には経時で分解が進み、いつ必要か分からない雨天時下水の消毒薬としては有効成分の保持及び消毒薬の保存性が不十分である。薬剤が体等の固体の場合、腐食性であり粉塵が発生するなど、液体と比べて取扱いが困難であり、定量注入が難しく、実用化が困難であった。また、特許文献1には、消毒効果を最大化する金属臭化物と次亜塩素酸若しくはその塩との混合比率については記載されていない。 In the method of Patent Document 1, when the drug is liquid, decomposition proceeds with time, and retention of active ingredients and storage stability of the disinfectant are insufficient as a disinfectant for sewage in rainy weather. If the agent is a solid powder or the like, such as a corrosive dust is difficult to handle than the liquid, quantitative injection is difficult, practical application is difficult. Patent Document 1 does not describe the mixing ratio of metal bromide and hypochlorous acid or a salt thereof that maximizes the disinfection effect.

特許文献2の方法は、(C)ヒドロキシカルボン酸及び/又はオキソカルボン酸などの成分を使用した場合、3剤処理となり薬剤の製造が煩雑になるばかりか(C)成分由来の有機成分が被処理水に添加されCOD値が増加するなどのデメリットがある。   In the method of Patent Document 2, when (C) a component such as hydroxycarboxylic acid and / or oxocarboxylic acid is used, the treatment with three agents becomes complicated and the manufacture of the drug becomes complicated, and the organic component derived from component (C) is not covered. There is a demerit such that COD value is increased by adding to treated water.

特許文献3の方法は、高価なアルキル置換ヒダントインを使用するため、消毒費用が高額になるという問題がある。   The method of Patent Document 3 uses an expensive alkyl-substituted hydantoin, and thus has a problem that the disinfection cost becomes high.

特許文献4の方法は、スルファミン酸を用いることにより薬剤組成が複雑になり、製造が複雑となるばかりでなく、原料コストも高くなる。更にはスルファミン酸を添加することにより、消毒成分として作用する有効成分濃度が低下するなどの欠点がある。また、オンサイトで消毒薬を調製する場合には、反応装置や注入装置の機器点数が増え、設置費用の増加や注入制御の困難につながるなどの欠点がある。   In the method of Patent Document 4, the use of sulfamic acid complicates the drug composition, which not only complicates the production, but also increases the raw material cost. Furthermore, the addition of sulfamic acid has the disadvantage that the concentration of the active ingredient acting as a disinfecting component is reduced. Moreover, when preparing a disinfectant on site, there are disadvantages such as an increase in the number of reactors and injection devices, leading to an increase in installation costs and difficulty in injection control.

特開2003−012425号公報JP 2003-012425 A 特開2004−244372号公報JP 2004-244372 A 特開2009−226409号公報JP 2009-226409 A 特開2016―209837号公報JP 2016-209837 A

従来、取り扱い性のよい液体を用いる場合は、次亜塩素酸や次亜臭素酸は反応活性に富み、短時間で劣化するため、安定化剤が必須であった。また、次亜臭素酸化合物や次亜塩素酸化合物として粉体を用いる場合、液体の場合と異なり、薬剤の経時による劣化が生じにくいことは知られているが、微細粒子を用いるために粉塵発生により注入制御が難しく、実用化が困難であった。特に次亜塩素酸化合物等の酸化性のある粉体は、作業者が粉塵に接触した際の危険性が高く、取り扱いが非常に難しかった。   Conventionally, when a liquid with good handleability is used, a stabilizer is essential because hypochlorous acid and hypobromite are rich in reaction activity and deteriorate in a short time. In addition, when powder is used as a hypobromite compound or hypochlorous acid compound, unlike the case of liquids, it is known that the chemicals are less likely to deteriorate over time, but dust is generated due to the use of fine particles. Therefore, injection control is difficult and practical application is difficult. In particular, oxidizing powders such as hypochlorous acid compounds have a high risk when workers come into contact with dust and are very difficult to handle.

本発明は、従来の消毒方法における欠点を解消し、取り扱い性に優れた消毒薬をアンモニア性窒素含有排水に添加して、消毒する方法及び装置を提供することを目的とする。   An object of the present invention is to provide a method and an apparatus for disinfecting a conventional disinfecting method by eliminating the disadvantages of the conventional disinfecting method and adding a disinfectant excellent in handleability to ammonia nitrogen-containing waste water.

課題を解決する為の手段Means to solve the problem

本発明によれば、取り扱い性と長期保存性に優れた消毒薬をアンモニア性窒素含有排水に添加して、消毒する方法及び装置が提供される。本発明の具体的態様は以下のとおりである。
[1]臭素イオンを含む薬剤(A)に、所定量の固体の次亜塩素酸源(B)を供給し、当該薬剤(A)に当該固体の次亜塩素酸源(B)を溶解して、次亜塩素酸を含む消毒薬を調製し、当該消毒薬を、アンモニア性窒素含有排水に添加する手段を具備する、アンモニア性窒素含有排水の消毒装置。
[2]前記消毒薬を調製してアンモニア性窒素含有排水に添加する手段は、エジェクタ又はラインミキサーを含む、前記[1]に記載のアンモニア性窒素含有排水の消毒装置。
[3]前記消毒薬を調製してアンモニア性窒素含有排水に添加する手段は、固体の次亜塩素酸源(B)を受け入れる大径部と、エジェクタ又はラインミキサーの入口に接続する小径部と、を有する円錐形容器をさらに具備する、前記[2]に記載のアンモニア性窒素含有排水の消毒装置。
[4]溶媒に所定量の臭素化合物を供給して、前記臭素イオンを含む薬剤(A)を調製する手段をさらに具備する、前記[1]〜[3]のいずれか1に記載のアンモニア性窒素含有排水の消毒装置。
[5]前記溶媒として、処理すべきアンモニア性窒素含有排水を用い、前記薬剤(A)を調製する手段に、処理すべきアンモニア性窒素含有排水を取り込む手段をさらに具備する、前記[4]に記載のアンモニア性窒素含有排水の消毒装置。
[6]前記消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定する第1のセンサ、
前記消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定する第2のセンサ、
当該第1のセンサ及び第2のセンサと電気的に接続されている演算子、及び
当該演算子からの信号に基づいて、前記薬剤(A)と前記固体の次亜塩素酸源(B)との混合比率を制御する制御手段を具備する、前記[1]〜[5]のいずれか1に記載のアンモニア性窒素含有排水の消毒装置。
[7]臭素イオンを含む薬剤(A)に、所定量の固体の次亜塩素酸源(B)を供給して溶解させ、次亜塩素酸を含む消毒薬を調製して、アンモニア性窒素含有排水に添加する工程を含む、アンモニア性窒素含有排水の消毒方法。
[8]前記薬剤(A)に固体の次亜塩素酸源(B)を添加してから1秒以上300秒未満の範囲で前記消毒薬をアンモニア性窒素含有排水に添加する、前記[7]に記載のアンモニア性窒素含有排水の消毒方法。
[9]前記臭素化合物は、臭化ナトリウム、臭化カリウム、臭化アンモニウム、臭化カルシウム、及びジブロモイソシアヌル酸から選ばれる1種以上であり、
前記固体の次亜塩素酸源(B)は、次亜塩素酸塩、ジクロロイソシアヌル酸又はその塩、トリクロロイソシアヌル酸又はその塩から選ばれる1種以上である、前記[7]に記載のアンモニア性窒素含有排水の消毒方法。
[10]溶媒に所定量の臭素化合物を供給して、前記臭素イオンを含む薬剤(A)を調製する工程をさらに含む、前記[7]〜[9]のいずれか1に記載のアンモニア性窒素含有排水の消毒方法。
[11]前記溶媒として、処理すべきアンモニア性窒素含有排水を用いる、前記[10]に記載のアンモニア性窒素含有排水の消毒方法。
[12]前記消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定し、
前記消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定し、
消毒薬を添加する前後のアンモニア性窒素含有排水の水質の差に基づいて、前記臭素化合物と前記固体の次亜塩素酸源(B)との混合比率を制御する工程をさらに含む、前記[7]〜[11]のいずれか1に記載のアンモニア性窒素含有排水の消毒方法。
ADVANTAGE OF THE INVENTION According to this invention, the disinfectant excellent in the handleability and long-term storage property is added to the ammonia-containing nitrogen-containing waste water, and the method and apparatus disinfected are provided. Specific embodiments of the present invention are as follows.
[1] A predetermined amount of solid hypochlorous acid source (B) is supplied to the drug (A) containing bromine ions, and the solid hypochlorous acid source (B) is dissolved in the drug (A). A device for preparing a disinfectant containing hypochlorous acid and adding a disinfectant to the ammoniacal nitrogen-containing wastewater.
[2] The ammonia nitrogen-containing waste water disinfection device according to [1], wherein the means for preparing the disinfectant and adding it to the ammonia nitrogen-containing waste water includes an ejector or a line mixer.
[3] The means for preparing the disinfectant and adding it to the ammoniacal nitrogen-containing wastewater includes a large-diameter portion for receiving the solid hypochlorous acid source (B), and a small-diameter portion connected to the inlet of the ejector or line mixer. The disinfecting apparatus for wastewater containing ammonia nitrogen according to [2], further comprising a conical container having
[4] Ammonia according to any one of [1] to [3], further comprising means for supplying a predetermined amount of bromine compound to a solvent to prepare the drug (A) containing bromine ions. Disinfection equipment for nitrogen-containing wastewater.
[5] The method according to [4], further including means for preparing the chemical (A) using the ammonia nitrogen-containing waste water to be treated as the solvent, and taking in the ammonia nitrogen-containing waste water to be treated. Disinfection device for ammonia-containing wastewater as described.
[6] A first sensor for measuring water quality of ammoniacal nitrogen-containing waste water before adding the disinfectant;
A second sensor for measuring the quality of the ammoniacal nitrogen-containing wastewater after adding the disinfectant;
An operator electrically connected to the first sensor and the second sensor, and based on a signal from the operator, the drug (A) and the solid hypochlorous acid source (B) The ammonia nitrogen-containing wastewater disinfection device according to any one of the above [1] to [5], comprising a control means for controlling the mixing ratio.
[7] Supply a predetermined amount of solid hypochlorous acid source (B) to the bromine ion-containing drug (A), dissolve it, prepare a disinfectant containing hypochlorous acid, and contain ammonia nitrogen A method for disinfecting wastewater containing ammonia nitrogen, including a step of adding to wastewater.
[8] The disinfectant is added to the ammoniacal nitrogen-containing wastewater within a range of 1 second to less than 300 seconds after the solid hypochlorous acid source (B) is added to the drug (A). [7] Disinfection method of waste water containing ammonia nitrogen described in 1.
[9] The bromine compound is at least one selected from sodium bromide, potassium bromide, ammonium bromide, calcium bromide, and dibromoisocyanuric acid,
The solid hypochlorous acid source (B) is at least one selected from hypochlorite, dichloroisocyanuric acid or a salt thereof, trichloroisocyanuric acid or a salt thereof, and is ammoniac as described in [7]. Disinfection method for nitrogen-containing wastewater.
[10] Ammonia nitrogen according to any one of [7] to [9], further including a step of supplying a predetermined amount of bromine compound to a solvent to prepare the drug (A) containing bromine ions. Disinfection method of wastewater contained.
[11] The method for disinfecting ammonia-containing nitrogen-containing waste water according to [10], wherein the ammonia-containing nitrogen-containing waste water to be treated is used as the solvent.
[12] Measure the water quality of the ammonia nitrogen-containing waste water before adding the disinfectant,
Measure the water quality of ammonia nitrogen containing waste water after adding the disinfectant,
The method further includes the step of controlling a mixing ratio of the bromine compound and the solid hypochlorous acid source (B) based on a difference in water quality of the ammoniacal nitrogen-containing wastewater before and after adding the disinfectant. ] The disinfection method of the ammonia nitrogen containing waste water of any one of [11].

本発明の消毒方法及び装置は、アンモニア性窒素含有排水の消毒現場で消毒薬を調製して添加することができるため、危険な物質である次亜塩素酸源の取り扱いを容易にして、消毒薬の有効成分の分解が進行する前に、アンモニア性窒素含有排水を消毒することができる。   Since the disinfection method and apparatus of the present invention can prepare and add a disinfectant at the disinfecting site of ammonia-containing nitrogen-containing wastewater, facilitating the handling of a hypochlorous acid source that is a dangerous substance, Before the decomposition of the active ingredient, the ammoniacal nitrogen-containing waste water can be disinfected.

本発明のアンモニア性窒素含有排水の消毒装置の第1実施形態の概要を示す説明図である。It is explanatory drawing which shows the outline | summary of 1st Embodiment of the disinfection apparatus of the ammonia nitrogen containing waste_water | drain of this invention. 本発明のアンモニア性窒素含有排水の消毒装置の第2実施形態の概要を示す説明図である。It is explanatory drawing which shows the outline | summary of 2nd Embodiment of the disinfection apparatus of the ammonia nitrogen containing waste_water | drain of this invention. 本発明のアンモニア性窒素含有排水の消毒装置の第3実施形態の概要を示す説明図である。It is explanatory drawing which shows the outline | summary of 3rd Embodiment of the disinfection apparatus of the ammonia nitrogen containing waste_water | drain of this invention. 本発明のアンモニア性窒素含有排水の消毒装置の第4実施形態の概要を示す説明図である。It is explanatory drawing which shows the outline | summary of 4th Embodiment of the disinfection apparatus of the ammonia nitrogen containing waste_water | drain of this invention. 図1〜図4の消毒装置で用いられる固体の次亜塩素酸源(B)を定量供給する装置の一例を示す概略説明図である。It is a schematic explanatory drawing which shows an example of the apparatus which supplies quantitatively the solid hypochlorous acid source (B) used with the disinfection apparatus of FIGS. 1-4.

好ましい実施形態Preferred embodiment

以下、添付図面を参照しながら、本発明を詳細に説明するが、本発明はこれらに限定されるものではない。   Hereinafter, the present invention will be described in detail with reference to the accompanying drawings, but the present invention is not limited thereto.

図1に、本発明のアンモニア性窒素含有排水の消毒装置の第1実施形態の概要を示す。本発明のアンモニア性窒素含有排水の消毒装置は、臭素イオンを含む薬剤(A)に所定量の固体の次亜塩素酸源(B)を溶解させて、次亜塩素酸を含む消毒薬を調製した直後に、消毒薬をアンモニア性窒素含有排水に添加する手段を含む。消毒薬をアンモニア性窒素含有排水に添加する段としては、臭素イオンを含む薬剤(A)に固体の次亜塩素酸源(B)を添加してから1秒以上300秒未満、好ましくは1秒以上60秒以下の時間内に、消毒薬をアンモニア性窒素含有排水に添加できる構成を有することが好ましく、非常に短時間で薬剤の溶解及び消毒薬の噴出を可能とするエジェクタ又はラインミキサーを含むことが好ましい。 In FIG. 1, the outline | summary of 1st Embodiment of the disinfection apparatus of the ammonia nitrogen containing waste_water | drain of this invention is shown. The ammonia nitrogen-containing waste water disinfection device of the present invention prepares a disinfectant containing hypochlorous acid by dissolving a predetermined amount of a solid hypochlorous acid source (B) in a medicine (A) containing bromine ions. immediately after, including means to add the disinfectant to ammonium nitrogen-containing waste water. Is a means to add the disinfectant to ammonium nitrogen-containing waste water, solid hypochlorite sources in drug (A) containing bromine ion (B) 300 seconds or more and less than 1 second after the addition of, preferably Preferably has a configuration in which the disinfectant can be added to the ammoniacal nitrogen-containing waste water within a time period of 1 second to 60 seconds, and an ejector or a line capable of dissolving the drug and ejecting the disinfectant in a very short time It is preferable to include a mixer.

消毒薬をアンモニア性窒素含有排水に添加する段は、薬剤(A)に固体の次亜塩素酸源(B)を添加して混合させる混合部1、混合部1から混合物を受入れて薬剤(A)に次亜塩素酸源(B)を溶解させて消毒薬を調製する消毒薬調製部2、消毒薬調製部2に薬剤(A)を供給する第1ライン3、消毒薬調製部2から調製直後の消毒薬をアンモニア性窒素含有排水(以下「被処理水」ともいう。)に供給する消毒薬供給ライン4を具備する。 Means to add the disinfectant to ammonium nitrogen-containing waste water, the agent (A) a solid hypochlorite source (B) mixing section 1 for mixing with the addition of, accepts mixture from the mixing unit 1 drugs ( Dissolving hypochlorous acid source (B) in A) to prepare a disinfectant, disinfectant preparation unit 2, first line 3 for supplying agent (A) to disinfectant preparation unit 2, disinfectant preparation unit 2 A disinfectant supply line 4 for supplying the disinfectant immediately after preparation to the ammoniacal nitrogen-containing waste water (hereinafter also referred to as “treated water”) is provided.

消毒薬調製部2としては、エジェクタ又はラインミキサーを好ましく挙げることができる。エジェクタは、高圧流体の力を利用して低圧の流体を吸い込んで排出する装置であり、粉体状の次亜塩素酸源(B)をエジェクタ内部に吸引して、エジェクタに流入する薬剤(A)に短時間で効率的に溶解させ、調製した消毒薬を被処理水に噴射することができる。ラインミキサーは、配管に設けられる高圧撹拌装置であり、ラインミキサー内の薬剤(A)に粉体状の次亜塩素酸源(B)を投入し、高圧下で撹拌しながら、被処理水に迅速に移送することができる。エジェクタ又はラインミキサーを用いることにより、薬剤(A)に対する固体の次亜塩素酸源(B)の溶解が促進され、消毒薬の調製からアンモニア性窒素含有排水への添加までを短時間で行うことができるため、消毒薬の有効成分が減衰することなく十分に作用する。また、配管内で未溶解の固体の堆積による閉塞を防止することができるため、安定した持続運転が可能となる。   As the disinfectant preparation unit 2, an ejector or a line mixer can be preferably exemplified. An ejector is a device that draws in and discharges a low-pressure fluid using the force of a high-pressure fluid, and sucks a powdery hypochlorous acid source (B) into the ejector and flows into the ejector (A ) Can be efficiently dissolved in a short time and the prepared disinfectant can be sprayed into the water to be treated. The line mixer is a high-pressure stirring device installed in the pipe. The powdered hypochlorous acid source (B) is charged into the chemical (A) in the line mixer and stirred under high pressure. It can be transferred quickly. By using an ejector or a line mixer, the dissolution of the solid hypochlorous acid source (B) in the drug (A) is promoted, and the preparation from the disinfectant to the addition to the ammonia nitrogen-containing wastewater is performed in a short time. Therefore, the active ingredient of the disinfectant works well without being attenuated. In addition, since it is possible to prevent clogging due to accumulation of undissolved solids in the piping, stable and continuous operation is possible.

混合部1としては、固体の次亜塩素酸源(B)を受け入れる大径部1aと、消毒薬調製部2の入口2aに接続する小径部1bと、を有する円錐形容器を好ましく用いることができる。第1ライン3は、薬剤(A)を円錐形容器のテーパー状内側面に沿って渦流として供給できるように、円錐形容器の側壁の上部1aに接線方向に接続されていることが好ましい。   As the mixing unit 1, it is preferable to use a conical container having a large-diameter part 1 a that receives a solid hypochlorous acid source (B) and a small-diameter part 1 b that is connected to the inlet 2 a of the disinfectant preparation part 2. it can. The first line 3 is preferably connected tangentially to the upper part 1a of the side wall of the conical container so that the drug (A) can be supplied as a vortex along the tapered inner surface of the conical container.

図2に、本発明の消毒装置の第2実施形態の概要を示す。第2実施形態は、薬剤(A)を調製する手段をさらに具備する点を除いて第1実施形態と同じ構成である。図1に示す第1実施形態と同じ構成要素には同じ符号を付して、説明を割愛する。   In FIG. 2, the outline | summary of 2nd Embodiment of the disinfection apparatus of this invention is shown. The second embodiment has the same configuration as the first embodiment, except that it further comprises means for preparing the drug (A). The same constituent elements as those in the first embodiment shown in FIG.

第2実施形態において、薬剤(A)を調製する手段として、臭素化合物を貯蔵する臭素化合物貯槽5と、臭素化合物を溶解又は希釈する液体を貯蔵する液体貯槽6と、臭素化合物貯槽5から臭素化合物を供給する第2ライン7と、液体貯槽6から液体を供給して臭素化合物を受入れる第3ライン8を具備する。第3ライン8は、消毒薬調製部2に接続している。第3ライン8が消毒薬調製部2との接続部よりも上流側において、第1ライン3が第3ライン8に接続している。 In the second embodiment, as a means to prepare a medicament (A), the bromine compound reservoir 5 for storing the bromine compound, a liquid storage tank 6 for storing liquid to be dissolved or diluted bromine compound, a bromine compound storage tank 5 The second line 7 for supplying a bromine compound from the liquid tank 6 and the third line 8 for supplying a liquid from the liquid storage tank 6 and receiving the bromine compound are provided. The third line 8 is connected to the disinfectant preparation unit 2. The first line 3 is connected to the third line 8 on the upstream side of the connection portion between the third line 8 and the disinfectant preparation unit 2.

第2実施形態において、臭素化合物貯槽5に貯蔵される臭素化合物は、固体の臭素化合物でも、臭素イオンを含む液体でもよい。液体貯槽6に貯蔵される液体は、固体の臭素化合物を溶解させるか、臭素イオンを含む液体を希釈することができるものであれば特に限定されず、水道水、井戸水、工業用水、雨水、下水、下水処理場からの一次処理水、生物処理後の下水、高度処理後の放流水、簡易処理水、沈砂処理水、し尿処理場からの処理水、本発明で処理対象となるアンモニア性窒素含有排水など任意の液体とすることができる。   In the second embodiment, the bromine compound stored in the bromine compound storage tank 5 may be a solid bromine compound or a liquid containing bromine ions. The liquid stored in the liquid storage tank 6 is not particularly limited as long as it can dissolve a solid bromine compound or dilute a liquid containing bromine ions. Tap water, well water, industrial water, rainwater, sewage , Primary treated water from sewage treatment plant, sewage after biological treatment, discharged water after advanced treatment, simplified treated water, sedimentation treated water, treated water from human waste treatment plant, containing ammoniacal nitrogen which is treated in the present invention It can be any liquid such as drainage.

図3に、本発明の消毒装置の第3実施形態の概要を示す。第3実施形態は、薬剤(A)及び固体の次亜塩素酸源(B)の混合比率を制御する制御手段をさらに具備する点を除いて第1実施形態と同じ構成である。図1に示す第1実施形態と同じ構成要素には同じ符号を付して、説明を割愛する。   In FIG. 3, the outline | summary of 3rd Embodiment of the disinfection apparatus of this invention is shown. The third embodiment has the same configuration as that of the first embodiment except that it further includes a control means for controlling the mixing ratio of the drug (A) and the solid hypochlorous acid source (B). The same constituent elements as those in the first embodiment shown in FIG.

第3実施形態における制御手段は、消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定する第1のセンサ111、消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定する第2のセンサ112、第1のセンサ111及び第2のセンサ112と電気的に接続されている演算子113、及び演算子113からの信号に基づいて薬剤(A)と固体の次亜塩素酸源(B)との混合比率を制御する制御手段114及び115を具備する。 Control Hand stage in the third embodiment measures the ammonia nitrogen containing waste water quality after addition of the first sensor 111, disinfectants for measuring the ammonium nitrogen-containing wastewater quality prior to the addition of disinfectant Second sensor 112, first sensor 111, operator 113 electrically connected to second sensor 112, and drug (A) and solid hypochlorous acid based on a signal from operator 113 Control means 114 and 115 for controlling the mixing ratio with the source (B) are provided.

第1のセンサ111としては、濁度、アンモニア性窒素濃度、電気伝導度などを計測できるセンサを好ましく用いることができる。第2のセンサ112としては、残留ハロゲン濃度、アンモニア性窒素濃度、電気伝導度などを計測できるセンサを好ましく用いることができる。   As the first sensor 111, a sensor that can measure turbidity, ammoniacal nitrogen concentration, electrical conductivity, and the like can be preferably used. As the second sensor 112, a sensor that can measure a residual halogen concentration, an ammoniacal nitrogen concentration, electrical conductivity, and the like can be preferably used.

演算子113は、第1のセンサ111及び第2のセンサ112からの水質情報ばかりでなく、降雨量、降雨時間、雨水ポンプ運転時間などの情報を加味して、制御手段114及び115に制御信号を送出してもよい。   The operator 113 considers not only the water quality information from the first sensor 111 and the second sensor 112 but also information such as the rainfall amount, the rainfall time, and the rainwater pump operation time, and controls the control means 114 and 115 with a control signal. May be sent.

制御手段114は、演算子113と電気的に接続されていて、薬剤(A)の供給を制御することができれば特に限定されず、たとえば薬剤(A)を供給する第1ライン3に設けられた制御弁、ポンプなどを用いることができる。制御手段115は、演算子113と電気的に接続されていて、固体の次亜塩素酸源(B)の供給を制御することができれば特に限定されず、たとえば固体の次亜塩素酸源(B)の定量供給機構などを用いることができる。   The control means 114 is not particularly limited as long as it is electrically connected to the operator 113 and can control the supply of the medicine (A). For example, the control means 114 is provided in the first line 3 for supplying the medicine (A). A control valve, a pump, or the like can be used. The control means 115 is not particularly limited as long as it is electrically connected to the operator 113 and can control the supply of the solid hypochlorous acid source (B), for example, the solid hypochlorous acid source (B ) Can be used.

図4に、本発明の消毒装置の第4実施形態の概要を示す。第4実施形態は、薬剤(A)及び固体の次亜塩素酸源(B)の混合比率を制御する制御手段をさらに具備する点を除いて第2実施形態と同じ構成である。図2に示した第2実施形態と同じ構成要素には同じ符号を付して説明を割愛し、図3に示した制御手段の同じ構成要素には同じ符号を付して説明を割愛する。   In FIG. 4, the outline | summary of 4th Embodiment of the disinfection apparatus of this invention is shown. The fourth embodiment has the same configuration as that of the second embodiment except that it further includes a control means for controlling the mixing ratio of the drug (A) and the solid hypochlorous acid source (B). The same components as those in the second embodiment shown in FIG. 2 are denoted by the same reference numerals and description thereof is omitted, and the same components of the control means shown in FIG. 3 are denoted by the same reference numerals and description thereof is omitted.

第4実施形態において、制御手段114は、臭素化合物貯槽5からの臭素化合物の供給及び/又は液体貯槽6からの液体の供給を制御する制御弁やポンプなど、あるいは第1ライン3、第2ライン7及び第3ライン8の1以上に設けられた制御弁やポンプなどを用いることができる。   In the fourth embodiment, the control means 114 is a control valve or pump for controlling supply of bromine compound from the bromine compound storage tank 5 and / or supply of liquid from the liquid storage tank 6, or the first line 3, second line. A control valve, a pump, or the like provided in one or more of 7 and the third line 8 can be used.

図1〜図4に示す消毒装置において、薬剤(A)に固体の次亜塩素酸源(B)を定量供給する装置は特に限定されず通常の粉体定量供給装置を用いることができるが、粉体の圧密による固化を防止し、作業者が粉体に触れることなく、必要時に必要量の粉体を供給できる粉体定量供給装置であることが好ましい。たとえば、図5に示す槽の底部から圧縮空気を供給して粉体の流動床を維持しながら粉体を貯蔵する粉体流動槽11と、粉体流動槽11の下段に設けられている粉体定量供給室12を具備する粉体定量供給装置を好ましく用いることができる。   In the disinfection apparatus shown in FIGS. 1 to 4, the apparatus for quantitatively supplying the solid hypochlorous acid source (B) to the drug (A) is not particularly limited, and a normal powder quantitative supply apparatus can be used. It is preferable that the powder fixed quantity supply device can prevent the solidification due to the compaction of the powder and can supply a necessary amount of the powder when necessary without touching the powder. For example, a powder flow tank 11 for storing powder while supplying compressed air from the bottom of the tank shown in FIG. 5 to maintain a powder fluidized bed, and a powder provided in the lower stage of the powder flow tank 11 A powder quantitative supply device including the body quantitative supply chamber 12 can be preferably used.

例として図5に示す粉体流動槽11は、底部に圧縮空気導入口13を有する。槽内部で粉体が湿潤もしくは固化するのを防止するため、定期的に圧縮空気を吹き込み、粉体を流動状態にする。粉体流槽槽11内の下部には、回転翼14が設けられている。回転翼14の外周端には開口14aが設けられており、所定量の粉体を粉体定量供給室12に落とし込む。粉体定量供給室12は、底面に粉体出口12aを有し、定量した粉体を図1〜4に示した消毒薬調製のための混合部1に供給する。粉体定量供給室12内の下部には、回転テーブル15が設けられている。回転テーブルの外周には、上面及び底面が開口している複数の計量室15aが所定間隔で設けられている。回転テーブル15の上面には、計量室15aの上面と接して所定量を計量するすり切り板(図示せず)が設けられている。固定されているすり切り板と接触しながら回転テーブル15が回転し、計量室15aが粉体出口12aの位置に到達すると、計量室15aに落下した所定量の粉体は、粉体出口12aから混合部1に供給される。   As an example, a powder flow tank 11 shown in FIG. 5 has a compressed air inlet 13 at the bottom. In order to prevent the powder from getting wet or solidified inside the tank, compressed air is periodically blown to make the powder flow. A rotating blade 14 is provided in the lower part of the powder flow tank 11. An opening 14 a is provided at the outer peripheral end of the rotary blade 14, and a predetermined amount of powder is dropped into the powder quantitative supply chamber 12. The powder quantification supply chamber 12 has a powder outlet 12a on the bottom surface, and supplies the quantified powder to the mixing unit 1 for disinfectant preparation shown in FIGS. A rotary table 15 is provided in the lower part of the powder fixed amount supply chamber 12. On the outer periphery of the rotary table, a plurality of measuring chambers 15a whose upper and bottom surfaces are opened are provided at predetermined intervals. On the upper surface of the turntable 15, a scraping plate (not shown) for measuring a predetermined amount in contact with the upper surface of the measuring chamber 15 a is provided. When the rotary table 15 rotates while being in contact with the fixed grinding plate and the measuring chamber 15a reaches the position of the powder outlet 12a, a predetermined amount of powder dropped into the measuring chamber 15a is mixed from the powder outlet 12a. Supplied to section 1.

次に、本発明のアンモニア性窒素含有排水の消毒方法を説明する。
本発明のアンモニア性窒素含有排水の消毒方法は、臭素イオンを含む薬剤(A)に所定量の固体の次亜塩素酸源(B)を供給して溶解させ、次亜塩素酸を含む消毒薬を調製し、調製された消毒薬をアンモニア性窒素含有排水に添加することを含む。
Next, the method for disinfecting ammonia nitrogen-containing waste water of the present invention will be described.
The method for disinfecting ammonia-containing nitrogen-containing waste water according to the present invention supplies a predetermined amount of a solid hypochlorous acid source (B) to a bromine ion-containing chemical (A) and dissolves it, thereby disinfecting the hypochlorous acid. And adding the prepared disinfectant to the ammoniacal nitrogen-containing wastewater.

臭素イオンを含む薬剤(A)は、予め調製された臭素イオンを含む水溶液、あるいは現場で臭素化合物を溶解して調製された臭素イオンを含む液体でもよい。臭素化合物は、臭化ナトリウム、臭化カリウム、臭化アンモニウム、臭化カルシウム、及びジブロモイソシアヌル酸から選ばれる1種以上であることが好ましい。臭素化合物を溶解させるか又は臭素イオン水溶液を希釈する液体としては、水道水、井戸水、工業用水、雨水、下水、下水処理場からの一次処理水、生物処理後の下水、高度処理後の放流水、簡易処理水、沈砂処理水、し尿処理場からの処理水、本発明で処理対象となるアンモニア性窒素含有排水など任意の液体などを好ましく用いることができる。   The agent (A) containing bromine ions may be an aqueous solution containing bromine ions prepared in advance or a liquid containing bromine ions prepared by dissolving bromine compounds in situ. The bromine compound is preferably at least one selected from sodium bromide, potassium bromide, ammonium bromide, calcium bromide, and dibromoisocyanuric acid. Liquids that dissolve bromine compounds or dilute bromine ion aqueous solutions include tap water, well water, industrial water, rainwater, sewage, primary treated water from sewage treatment plants, sewage after biological treatment, and discharged water after advanced treatment. Any liquid such as simple treated water, sedimentation treated water, treated water from a human waste treatment plant, or ammoniacal nitrogen-containing wastewater to be treated in the present invention can be preferably used.

固体の次亜塩素酸源(B)は、次亜塩素酸塩、ジクロロイソシアヌル酸又はその塩、トリクロロイソシアヌル酸又はその塩から選ばれる1種以上であることが好ましい。次亜塩素酸塩としては、次亜塩素酸ナトリウム、次亜塩素酸カルシウムなどを好適に挙げることができ、さらし粉又は高度さらし粉などの粉体を用いることができる。ジクロロイソシアヌル酸の塩としては、ジクロロイソシアヌル酸ナトリウム、ジクロロイソシアヌル酸ナトリウム2水塩、ジクロロイソシアヌル酸カリウム、ジクロロイソシアヌル酸アンモニウムなどの粉体又は顆粒を好適に挙げることができる。トリクロロイソシアヌル酸塩としては、トリクロロイソシアヌル酸ナトリウム、トリクロロイソシアヌル酸カリウムなどの粉体又は顆粒を好適に挙げることができる。   The solid hypochlorous acid source (B) is preferably at least one selected from hypochlorite, dichloroisocyanuric acid or a salt thereof, trichloroisocyanuric acid or a salt thereof. Preferred examples of hypochlorite include sodium hypochlorite and calcium hypochlorite, and powders such as bleached powder or highly bleached powder can be used. Preferable examples of the salt of dichloroisocyanuric acid include powders or granules of sodium dichloroisocyanurate, sodium dichloroisocyanurate dihydrate, potassium dichloroisocyanurate, ammonium dichloroisocyanurate. Preferred examples of the trichloroisocyanurate include powders or granules such as sodium trichloroisocyanurate and potassium trichloroisocyanurate.

消毒薬を調製してアンモニア性窒素含有排水に添加するまでの時間は、薬剤(A)に固体の次亜塩素酸源(B)を添加してから1秒以上300秒未満の範囲、好ましくは1秒以上60秒以下の範囲が望ましい。1秒未満では消毒効果が不十分であり、300秒を超えると薬剤の反応が終了し、消毒効果が減衰する可能性がある。   The time until the disinfectant is prepared and added to the ammoniacal nitrogen-containing wastewater is in the range of 1 second to less than 300 seconds from the addition of the solid hypochlorous acid source (B) to the drug (A), preferably The range of 1 second to 60 seconds is desirable. If it is less than 1 second, the disinfection effect is insufficient, and if it exceeds 300 seconds, the reaction of the drug is terminated, and the disinfection effect may be attenuated.

本発明のアンモニア性窒素含有排水の消毒方法は、消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定し、消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定し、消毒薬を添加する前後のアンモニア性窒素含有排水の水質の差に基づいて、臭素イオンを含む薬剤(A)と固体の次亜塩素酸源(B)との混合比率を制御する工程をさらに含むことが好ましい。臭素イオンを含む薬剤(A)と固体の次亜塩素酸源(B)との混合比率を制御するために指標として用いることができる水質としては、アンモニウムイオン濃度、濁度、導電率などを好ましく挙げることができる。アンモニウムイオン濃度は、たとえばイオン電極式連続測定装置(HACH社製AISESC)などの市販の濃度計を用いて測定することができる。また、過去の雨天時下水の水質分析結果に基づいて、放流開始からの経過時間や放流水量などの運転条件により、アンモニウムイオン濃度を推測することもできる。 The method for disinfecting ammonia nitrogen-containing wastewater according to the present invention measures the quality of ammonia nitrogen-containing wastewater before adding the disinfectant, measures the quality of ammonia nitrogen-containing wastewater after adding the disinfectant, and disinfects The method further includes a step of controlling the mixing ratio of the chemical containing bromide (A) and the solid hypochlorous acid source (B) based on the difference in water quality of the ammonia nitrogen-containing wastewater before and after the addition of the medicine. Is preferred. The water quality that can be used as an index for controlling the mixing ratio of the bromine ion-containing drug (A) and the solid hypochlorous acid source (B) is preferably ammonium ion concentration, turbidity, conductivity, etc. Can be mentioned. The ammonium ion concentration can be measured using a commercially available densitometer such as an ion electrode type continuous measurement device (AISE SC manufactured by HACH). In addition, based on the results of analyzing the quality of sewage in the past in the rain, the ammonium ion concentration can be estimated from the operating conditions such as the elapsed time from the start of discharge and the amount of discharged water.

残留遊離ハロゲン濃度を指標として、純水に対する各薬剤の状態及び添加順序の違いによる消毒薬の消毒効果を比較した。
(消毒薬1)1Lの純水に40%臭化カリウム水溶液を11.2ml添加した1秒後に、ジクロロイソシアヌル酸ナトリウムの顆粒を2.7g添加して消毒薬を調製し、30秒後、60秒後及び90秒後に残留遊離ハロゲン濃度を測定した。
(消毒薬2)1Lの純水にジクロロイソシアヌル酸ナトリウムの顆粒を2.7g添加した1秒後に、40%臭化カリウム水溶液11.2ml添加して消毒薬を調製し、30秒後及び90秒後に残留遊離ハロゲン濃度を測定した。
(消毒薬3)臭化カリウムの固体4.48g及びジクロロイソシアヌル酸ナトリウムの顆粒2.7gを混合して消毒薬を調製し、この消毒薬を1Lの純水に添加して、30秒後及び90秒後に残留遊離ハロゲン濃度を測定した。
(消毒薬4)40%臭化カリウム水溶液11.2ml及びジクロロイソシアヌル酸ナトリウムの顆粒2.7gを混合して消毒薬を調製し、この消毒薬を1Lの純水に添加し、60秒後に残留遊離ハロゲン濃度を測定した。
Using the residual free halogen concentration as an index, the disinfectant effects of the disinfectant due to the difference in the state of each drug and the order of addition to pure water were compared.
(Disinfectant 1) One second after adding 11.2 ml of 40% potassium bromide aqueous solution to 1 L of pure water, 2.7 g of sodium dichloroisocyanurate granules were added to prepare a disinfectant. The residual free halogen concentration was measured after 2 seconds and after 90 seconds.
(Disinfectant 2) One second after adding 2.7 g of sodium dichloroisocyanurate granules to 1 L of pure water, 11.2 ml of 40% potassium bromide aqueous solution was added to prepare a disinfectant, and after 30 seconds and 90 seconds Later, the residual free halogen concentration was measured.
(Disinfectant 3) Prepare a disinfectant by mixing 4.48 g of potassium bromide solid and 2.7 g of sodium dichloroisocyanurate granules, add this disinfectant to 1 L of pure water, 30 seconds later and After 90 seconds, the residual free halogen concentration was measured.
(Disinfectant 4) A disinfectant was prepared by mixing 11.2 ml of 40% aqueous potassium bromide solution and 2.7 g of sodium dichloroisocyanurate granules. This disinfectant was added to 1 L of pure water, and remained after 60 seconds. The free halogen concentration was measured.

消毒薬1〜4において、臭化カリウムとジクロロイソシアヌル酸ナトリウムとのモル比は1:1.5とし、消毒薬注入率を有効塩素濃度換算で8mg/L as Cl2となるようにし、各薬剤の添加時には600rpm/minで常時撹拌を行った。残留遊離ハロゲン値の測定は、マイクロピペットを用いて、各液の中層部から採水して行った。結果を表1に示す。

Figure 0006622432
In disinfectants 1 to 4, the molar ratio of potassium bromide to sodium dichloroisocyanurate was 1: 1.5, and the disinfectant injection rate was 8 mg / L as Cl 2 in terms of effective chlorine concentration. During the addition, stirring was always performed at 600 rpm / min. The residual free halogen value was measured by collecting water from the middle layer of each solution using a micropipette. The results are shown in Table 1.
Figure 0006622432

消毒薬1〜3では90秒後の残留遊離ハロゲン濃度はほぼ同程度となり、消毒効果に有意な差はないと考えられる。しかし、固体のジクロロイソシアヌル酸ナトリウムと液体の臭化カリウムとを予め混合した消毒薬4では、60秒後に実施例1の半分以下の濃度になっており、消毒効果が激減していると考えられる。   In the disinfectants 1 to 3, the residual free halogen concentration after 90 seconds is almost the same, and it is considered that there is no significant difference in the disinfecting effect. However, in the disinfectant 4 in which solid sodium dichloroisocyanurate and liquid potassium bromide are mixed in advance, the concentration is less than half that of Example 1 after 60 seconds, and the disinfecting effect is considered to be drastically reduced. .

次に、被処理液として塩化アンモニウム7.49g(NH4として2520mg/L)を純水に添加し、完全に溶解されたことを確認した後、速やかに薬剤を添加して、30秒後及び60秒後の残留遊離ハロゲン濃度を測定した結果を表2に示す。   Next, 7.49 g of ammonium chloride (2520 mg / L as NH 4) was added to the pure water as the liquid to be treated, and after confirming that it was completely dissolved, the chemical was added immediately, 30 seconds later and 60 seconds The results of measuring the residual free halogen concentration after 1 second are shown in Table 2.

実施例1では、先に40%臭化カリウム水溶液11.2mLを被処理液に添加し、次いでジクロロイソシアヌル酸ナトリウムの顆粒2.7gを被処理液に添加した。
比較例1では、先にジクロロイソシアヌル酸ナトリウムの顆粒2.7gを被処理液に添加し、次いで40%臭化カリウム水溶液11.2mLを被処理液に添加した。
In Example 1, 11.2 mL of 40% potassium bromide aqueous solution was first added to the treatment liquid, and then 2.7 g of sodium dichloroisocyanurate granules were added to the treatment liquid.
In Comparative Example 1, 2.7 g of sodium dichloroisocyanurate granules were first added to the liquid to be treated, and then 11.2 mL of 40% potassium bromide aqueous solution was added to the liquid to be treated.

実施例1及び比較例1ともに、臭化カリウムとジクロロイソシアヌル酸ナトリウムとのモル比は1:1.5とし、消毒薬注入率を有効塩素濃度換算で8mg/L as Cl2となるようにし、各薬剤の添加時には600rpm/minで常時撹拌を行った。残留ハロゲン濃度の測定は、マイクロピペットを用いて、各液の中層部から採水して行った。

Figure 0006622432
In both Example 1 and Comparative Example 1, the molar ratio of potassium bromide and sodium dichloroisocyanurate was 1: 1.5, and the disinfectant injection rate was 8 mg / L as Cl 2 in terms of effective chlorine concentration. Stirring was always performed at 600 rpm / min when each drug was added. The residual halogen concentration was measured by collecting water from the middle layer of each solution using a micropipette.
Figure 0006622432

実施例1では、30秒後及び60秒後ともに残留遊離ハロゲン濃度が高く、消毒効果が維持されているのに対して、比較例1では60秒後に180mg/Lと激減し、消毒効果が維持されていないと考えられる。純水に対する薬剤添加順序は消毒効果の指標としての残留遊離ハロゲン濃度に有意な差が見られなかったが、アンモニウム含有水に対する薬剤添加順序は消毒効果の維持にとって有意な差を引き起こすことが確認できた。   In Example 1, the residual free halogen concentration was high both after 30 seconds and after 60 seconds, and the disinfection effect was maintained. In Comparative Example 1, the disinfection effect was drastically reduced to 180 mg / L after 60 seconds, and the disinfection effect was maintained. It is thought that it is not done. The chemical addition sequence to pure water did not show a significant difference in residual free halogen concentration as an indicator of the disinfection effect, but it was confirmed that the chemical addition sequence to ammonium-containing water caused a significant difference in maintaining the disinfection effect. It was.

さらに、1Lの純水に、塩化アンモニウムと、大腸菌群を含有する菌液を添加して、模擬アンモニウムイオン含有排水を調製して、薬剤添加順序の効果を確認した。   Further, ammonium chloride and a bacterial solution containing coliforms were added to 1 L of pure water to prepare simulated ammonium ion-containing wastewater, and the effect of the drug addition sequence was confirmed.

実施例2では、固体の臭化カリウム1.0gを模擬アンモニウムイオン含有排水100mLに添加して1%臭化カリウム含有模擬排水を調製し、次いでジクロロイソシアヌル酸ナトリウムの顆粒8.54mgを1%臭化カリウム含有模擬排水0.92mLに添加して調製した薬剤を、模擬アンモニウムイオンと大腸菌を含有する模擬排水1Lに添加した。   In Example 2, 1.0 g of solid potassium bromide was added to 100 mL of simulated ammonium ion-containing wastewater to prepare a simulated wastewater containing 1% potassium bromide, and then 8.54 mg of sodium dichloroisocyanurate granules were treated with 1% odor. The drug prepared by adding 0.92 mL of potassium fluoride-containing simulated waste water was added to 1 L of simulated waste water containing simulated ammonium ions and Escherichia coli.

比較例2では、先にジクロロイソシアヌル酸ナトリウムの顆粒8.54mgを模擬アンモニウムイオン含有排水0.92mLに添加したのち、次いで固体の臭化カリウム9.2mgを模擬アンモニウムイオン含有排水0.92mLに添加して調製した薬剤を模擬アンモニウムイオンと大腸菌を含有する模擬排水1Lに添加した。   In Comparative Example 2, 8.54 mg of sodium dichloroisocyanurate granules were added to 0.92 mL of simulated ammonium ion-containing wastewater, and then 9.2 mg of solid potassium bromide was added to 0.92 mL of simulated ammonium ion-containing wastewater. The drug thus prepared was added to 1 L of simulated waste water containing simulated ammonium ions and E. coli.

実施例2及び比較例2ともに、臭化カリウムとジクロロイソシアヌル酸ナトリウムとのモル比は1:1とし、消毒薬注入率を有効塩素濃度換算で8mg/Lとなるようにし、各薬剤の添加時には150rpm/minで常時撹拌を行った。残留ハロゲン値の測定は、薬剤添加後60秒後に、マイクロピペットを用いて、各液の中層部から採水して行った。大腸菌群数の測定は、下水の水質の検定方法等に関する省令(昭和37年12月17日厚生省・建設省令第1 号)別表第1に記載の方法で培養した大腸菌群数を測定した。結果を表3に示す。

Figure 0006622432
In both Example 2 and Comparative Example 2, the molar ratio of potassium bromide and sodium dichloroisocyanurate was 1: 1, and the disinfectant injection rate was 8 mg / L in terms of effective chlorine concentration. Stirring was always performed at 150 rpm / min. The residual halogen value was measured by collecting water from the middle layer of each solution using a micropipette 60 seconds after the addition of the drug. The number of coliforms was measured by the method described in Appendix 1 of the Ministerial Ordinance (December 17, 1963, Ministry of Health and Construction Ordinance No. 1) on the method of testing the quality of sewage water. The results are shown in Table 3.
Figure 0006622432

実施例2は、消毒薬添加60秒後の残留遊離ハロゲン濃度が2.9mg/Lであり、大腸菌群が検出されなかった。比較例2は、消毒薬添加60秒後の残留遊離ハロゲン濃度が1.6mg/Lであり、大腸菌群が630cfu/ml検出された。実施例2及び比較例2ともに大腸菌群数は放流基準値を満たしているが、臭化カリウム溶液を先に添加して、次にジクロロイソシアヌル酸ナトリウムの顆粒を添加する実施例2の消毒効果がより優れていることが確認できる。本発明は、十分に処理されずに公共用水域に放流される雨天時下水などの簡易消毒に特に有用である。   In Example 2, the residual free halogen concentration 60 seconds after addition of the disinfectant was 2.9 mg / L, and the coliform group was not detected. In Comparative Example 2, the residual free halogen concentration 60 seconds after addition of the disinfectant was 1.6 mg / L, and the coliform group was detected at 630 cfu / ml. In both Example 2 and Comparative Example 2, the number of coliforms satisfies the release standard value, but the disinfection effect of Example 2 in which the potassium bromide solution is added first and then the granules of sodium dichloroisocyanurate are added. It can be confirmed that it is superior. The present invention is particularly useful for simple disinfection of rainy sewage that is discharged into public waters without being sufficiently treated.

Claims (10)

臭素イオンを含む薬剤(A)に、所定量の固体の次亜塩素酸源(B)を供給し、当該薬剤(A)に当該固体の次亜塩素酸源(B)を溶解して、次亜塩素酸を含む消毒薬を調製し、当該消毒薬を、アンモニア性窒素含有排水に添加する手段を具備し、
当該消毒薬を調製してアンモニア性窒素含有排水に添加する手段は、エジェクタ又はラインミキサーを含み、固体の次亜塩素酸源(B)を受け入れる大径部と、エジェクタ又はラインミキサーの入口に接続する小径部と、を有する円錐形容器をさらに具備する、
アンモニア性窒素含有排水の消毒装置。
A predetermined amount of solid hypochlorous acid source (B) is supplied to the drug (A) containing bromine ions, and the solid hypochlorous acid source (B) is dissolved in the drug (A). A means for preparing a disinfectant containing chlorous acid and adding the disinfectant to the ammoniacal nitrogen-containing waste water is provided .
The means for preparing the disinfectant and adding it to the ammoniacal nitrogen-containing wastewater includes an ejector or a line mixer, and is connected to a large-diameter portion for receiving a solid hypochlorous acid source (B) and an inlet of the ejector or the line mixer. A conical container having a small diameter portion,
Disinfection equipment for wastewater containing ammonia nitrogen.
溶媒に所定量の臭素化合物を供給して、前記臭素イオンを含む薬剤(A)を調製する手段をさらに具備する、請求項1に記載のアンモニア性窒素含有排水の消毒装置。   The disinfecting apparatus for ammonia nitrogen-containing wastewater according to claim 1, further comprising means for supplying a predetermined amount of bromine compound to a solvent to prepare the medicine (A) containing bromine ions. 前記溶媒として、処理すべきアンモニア性窒素含有排水を用い、前記薬剤(A)を調製する手段に、処理すべきアンモニア性窒素含有排水を取り込む手段をさらに具備する、請求項に記載のアンモニア性窒素含有排水の消毒装置。 The ammoniacal gas according to claim 2 , further comprising means for taking up ammonia nitrogen-containing wastewater to be treated into means for preparing the chemical (A) using ammonia nitrogen-containing wastewater to be treated as the solvent. Disinfection equipment for nitrogen-containing wastewater. 前記消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定する第1のセンサ、
前記消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定する第2のセンサ、
当該第1のセンサ及び第2のセンサと電気的に接続されている演算子、及び
当該演算子からの信号に基づいて、前記薬剤(A)と前記固体の次亜塩素酸源(B)との混合比率を制御する制御手段を具備する、請求項1〜のいずれか1に記載のアンモニア性窒素含有排水の消毒装置。
A first sensor for measuring water quality of ammoniacal nitrogen-containing wastewater before adding the disinfectant;
A second sensor for measuring the quality of the ammoniacal nitrogen-containing wastewater after adding the disinfectant;
An operator electrically connected to the first sensor and the second sensor, and based on a signal from the operator, the drug (A) and the solid hypochlorous acid source (B) The disinfecting apparatus for ammonia-containing nitrogen-containing wastewater according to any one of claims 1 to 3 , further comprising a control means for controlling the mixing ratio.
臭素イオンを含む薬剤(A)に、所定量の固体の次亜塩素酸源(B)を供給し、当該薬剤(A)に当該固体の次亜塩素酸源(B)を溶解して、次亜塩素酸を含む消毒薬を調製し、当該消毒薬を、アンモニア性窒素含有排水に添加する手段、
前記消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定する第1のセンサ、
前記消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定する第2のセンサ、
当該第1のセンサ及び第2のセンサと電気的に接続されている演算子、及び
当該演算子からの信号に基づいて、前記薬剤(A)と前記固体の次亜塩素酸源(B)との混合比率を制御する制御手段を具備する、アンモニア性窒素含有排水の消毒装置。
A predetermined amount of solid hypochlorous acid source (B) is supplied to the drug (A) containing bromine ions, and the solid hypochlorous acid source (B) is dissolved in the drug (A). Means for preparing a disinfectant containing chlorous acid and adding the disinfectant to the ammoniacal nitrogen-containing waste water;
A first sensor for measuring water quality of ammoniacal nitrogen-containing wastewater before adding the disinfectant;
A second sensor for measuring the quality of the ammoniacal nitrogen-containing wastewater after adding the disinfectant;
An operator electrically connected to the first sensor and the second sensor, and based on a signal from the operator, the drug (A) and the solid hypochlorous acid source (B) A disinfecting apparatus for wastewater containing ammonia nitrogen, comprising a control means for controlling the mixing ratio.
臭素イオンを含む薬剤(A)に、所定量の固体の次亜塩素酸源(B)を供給して溶解させ、次亜塩素酸を含む消毒薬を調製して、アンモニア性窒素含有排水に添加する工程と、
前記消毒薬を添加する前のアンモニア性窒素含有排水の水質を測定し、
前記消毒薬を添加した後のアンモニア性窒素含有排水の水質を測定し、
消毒薬を添加する前後のアンモニア性窒素含有排水の水質の差に基づいて、前記臭素化合物と前記固体の次亜塩素酸源(B)との混合比率を制御する工程と、
を含む、アンモニア性窒素含有排水の消毒方法。
A prescribed amount of solid hypochlorous acid source (B) is supplied to a chemical containing bromide (A) and dissolved to prepare a disinfectant containing hypochlorous acid and added to wastewater containing ammoniacal nitrogen. And a process of
Measure the water quality of ammonia nitrogen containing waste water before adding the disinfectant,
Measure the water quality of ammonia nitrogen containing waste water after adding the disinfectant,
A step of controlling the mixing ratio of the bromine compound and the solid hypochlorous acid source (B) based on the difference in water quality of the ammoniacal nitrogen-containing wastewater before and after adding the disinfectant;
Disinfection method for wastewater containing ammonia nitrogen.
前記薬剤(A)に固体の次亜塩素酸源(B)を添加してから1秒以上300秒未満の範囲で前記消毒薬をアンモニア性窒素含有排水に添加する、請求項に記載のアンモニア性窒素含有排水の消毒方法。 The ammonia according to claim 6 , wherein the disinfectant is added to the ammoniacal nitrogen-containing waste water within a range of 1 second to less than 300 seconds after the solid hypochlorous acid source (B) is added to the drug (A). To disinfect wastewater containing nitrogen. 前記臭素化合物は、臭化ナトリウム、臭化カリウム、臭化アンモニウム、臭化カルシウム、及びジブロモイソシアヌル酸から選ばれる1種以上であり、
前記固体の次亜塩素酸源(B)は、次亜塩素酸塩、ジクロロイソシアヌル酸又はその塩、トリクロロイソシアヌル酸又はその塩から選ばれる1種以上である、請求項6又は7に記載のアンモニア性窒素含有排水の消毒方法。
The bromine compound is at least one selected from sodium bromide, potassium bromide, ammonium bromide, calcium bromide, and dibromoisocyanuric acid,
The ammonia according to claim 6 or 7 , wherein the solid hypochlorous acid source (B) is at least one selected from hypochlorite, dichloroisocyanuric acid or a salt thereof, trichloroisocyanuric acid or a salt thereof. To disinfect wastewater containing nitrogen.
溶媒に所定量の臭素化合物を供給して、前記臭素イオンを含む薬剤(A)を調製する工程をさらに含む、請求項6〜8のいずれか1に記載のアンモニア性窒素含有排水の消毒方法。 The method for disinfecting ammonia-containing nitrogen-containing wastewater according to any one of claims 6 to 8 , further comprising a step of supplying a predetermined amount of bromine compound to a solvent to prepare the agent (A) containing bromine ions. 前記溶媒として、処理すべきアンモニア性窒素含有排水を用いる、請求項に記載のアンモニア性窒素含有排水の消毒方法。 The method for disinfecting ammonia-containing nitrogen-containing wastewater according to claim 9 , wherein ammonia-containing nitrogen-containing wastewater to be treated is used as the solvent.
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