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JP4249642B2 - Wastewater treatment method for water system of dialysis facility - Google Patents

Wastewater treatment method for water system of dialysis facility Download PDF

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JP4249642B2
JP4249642B2 JP2004056353A JP2004056353A JP4249642B2 JP 4249642 B2 JP4249642 B2 JP 4249642B2 JP 2004056353 A JP2004056353 A JP 2004056353A JP 2004056353 A JP2004056353 A JP 2004056353A JP 4249642 B2 JP4249642 B2 JP 4249642B2
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JP2005245516A (en
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健一郎 木村
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    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61LMETHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
    • A61L2/00Methods or apparatus for disinfecting or sterilising materials or objects other than foodstuffs or contact lenses; Accessories therefor
    • A61L2/16Methods or apparatus for disinfecting or sterilising materials or objects other than foodstuffs or contact lenses; Accessories therefor using chemical substances
    • A61L2/18Liquid substances or solutions comprising solids or dissolved gases
    • A61L2/186Peroxide solutions
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61LMETHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
    • A61L2/00Methods or apparatus for disinfecting or sterilising materials or objects other than foodstuffs or contact lenses; Accessories therefor
    • A61L2/16Methods or apparatus for disinfecting or sterilising materials or objects other than foodstuffs or contact lenses; Accessories therefor using chemical substances
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    • A61L2/202Ozone
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61LMETHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
    • A61L2/00Methods or apparatus for disinfecting or sterilising materials or objects other than foodstuffs or contact lenses; Accessories therefor
    • A61L2/24Apparatus using programmed or automatic operation
    • A61L2103/15
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61LMETHODS OR APPARATUS FOR STERILISING MATERIALS OR OBJECTS IN GENERAL; DISINFECTION, STERILISATION OR DEODORISATION OF AIR; CHEMICAL ASPECTS OF BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES; MATERIALS FOR BANDAGES, DRESSINGS, ABSORBENT PADS OR SURGICAL ARTICLES
    • A61L2202/00Aspects relating to methods or apparatus for disinfecting or sterilising materials or objects
    • A61L2202/10Apparatus features
    • A61L2202/17Combination with washing or cleaning means

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Description

本発明は、血液透析装置およびその廃液処理装置を含む透析施設の水系システムの廃液処理方法に関し、詳しくは、透析後の血液透析装置の配管系を除菌・洗浄した廃液(以下「洗浄廃液」という。)の処理を含む透析施設の水系システムの廃液処理方法に関する。 The present invention relates to a waste liquid treatment method for an aqueous system of a dialysis facility including a hemodialysis apparatus and its waste liquid treatment apparatus, and more particularly, a waste liquid obtained by sterilizing and washing a piping system of a hemodialysis apparatus after dialysis (hereinafter referred to as “washing waste liquid”). It is related with the waste liquid processing method of the aqueous system of a dialysis facility including the process of said.

人工透析は、人間の腎機能を補填し、血液中の不要なものを除去し、必要なものを供給するシステムであるが、血液透析装置の廃液は、ブドウ糖などの栄養分に富んでおり、化学的酸素要求量(COD)および生物化学的酸素要求量(BOD)が高い(BOD値が1500ppm以上になることが多い)ため、下水道へ排出する前にCODおよびBODを低下させることが好ましく、一部水質規制の対象としてBOD値が600ppm未満となるように管理が必要となることがある。また、水質規制においては排出液の水素イオン濃度(pH)についても、現在pH値を5〜9に調整してから下水道もしくは公共水域に排出することが求められる。   Artificial dialysis is a system that supplements human kidney function, removes unnecessary things in the blood, and supplies the necessary things. However, the waste liquid from hemodialysis machines is rich in nutrients such as glucose, Since the oxygen demand (COD) and biochemical oxygen demand (BOD) are high (the BOD value is often 1500 ppm or more), it is preferable to reduce COD and BOD before discharging to the sewer. Management may be required so that the BOD value is less than 600 ppm as a target of water quality regulations. In addition, the water quality regulations require that the hydrogen ion concentration (pH) of the effluent be discharged to the sewer or public water area after the current pH value is adjusted to 5-9.

従来、血液透析廃液の処理としては、気相オゾンによる処理やオゾン水による処理などが用いられ、例えば図4に示す装置が知られている。この装置は、接触促進部41内で透析廃液とオゾン水とを効率的に混合するものであり、透析廃液の臭いを除去し、透析廃液中に含まれる栄養分を分解することを目的としている(例えば特許文献1)。こうした装置を用いた場合は、別途排水の水質保全のため中和処理が行われる。   Conventionally, as treatment of hemodialysis waste liquid, treatment with gas phase ozone, treatment with ozone water, or the like is used. For example, an apparatus shown in FIG. 4 is known. This device efficiently mixes the dialysis waste liquid and ozone water in the contact promoting portion 41, and aims to remove the odor of the dialysis waste liquid and decompose the nutrients contained in the dialysis waste liquid ( For example, Patent Document 1). When such an apparatus is used, a neutralization process is separately performed to preserve the quality of the wastewater.

また、透析装置の配管系に生じる汚れは、たん白質や脂質のような有機物あるいは炭酸カルシウムのような無機物が主であるが、さらに投薬成分や生体系の物質も含まれ、これらが複合体を形成するなど複雑な組成物となっている。また、こうした組成物の存在によって細菌の繁殖などが生じやすい状態となっている。こうしたことから、透析装置の配管系の除菌や洗浄(以下包括的に「洗浄」とする。)には、従来から、次亜塩素酸ナトリウム水溶液によるアルカリ洗浄や酢酸水溶液による酸洗浄、あるいはこれらを組合せた二段階の洗浄方法が広く採用されている。これは、次亜塩素酸の強い除菌性と反応性を利用し、除菌と有機系の汚れの除去を行うとともに、炭酸カルシウムを酢酸によって溶解除去するものである。また、次亜塩素酸ナトリウム水溶液に金属封鎖剤や界面活性剤等を配合した洗浄剤も知られる。さらに、最近、炭酸カルシウムの除去が可能で、強い除菌性を有し、かつ生分解性を有する洗浄剤として過酢酸系の洗浄剤が多く用いられるようになってきている(例えば特許文献2参照)。なお、洗浄能力の面からは、過ホウ酸ナトリウムなどの利用も可能であるが、水質基準を考慮すると洗浄廃液に対し特殊な処理を必要とすることから透析施設の水系システムには適していない。   In addition, contamination generated in the piping system of dialysis machines is mainly organic substances such as proteins and lipids, or inorganic substances such as calcium carbonate, but it also contains medicinal ingredients and biological substances. It is a complex composition such as forming. In addition, the presence of such a composition makes it easy for bacteria to grow. For this reason, conventionally, sterilization and cleaning of the piping system of a dialysis machine (hereinafter referred to as “cleaning”) have been conventionally performed by alkali cleaning with an aqueous sodium hypochlorite solution, acid cleaning with an acetic acid aqueous solution, or these. A two-stage cleaning method combining the two is widely adopted. This utilizes the strong sterilization and reactivity of hypochlorous acid to sterilize and remove organic soil, and dissolve and remove calcium carbonate with acetic acid. In addition, a cleaning agent in which a metal sequestering agent, a surfactant or the like is added to an aqueous sodium hypochlorite solution is also known. Furthermore, recently, peracetic acid-based cleaning agents are often used as cleaning agents capable of removing calcium carbonate, having strong sterilization properties, and biodegradability (for example, Patent Document 2). reference). From the aspect of cleaning ability, sodium perborate can be used, but it is not suitable for the water system of dialysis facilities because it requires special treatment for the cleaning waste liquid considering water quality standards. .

今日、洗浄剤としては、上記のような無機物系が主流であり、洗浄廃液の処理としては、一般汚水と同様に中和処理を行うこと必要となり、中和剤として例えば、アルカリ洗浄における硫酸などが用いられ、酢酸などの酸性洗浄における水酸化ナトリウムなどが用いられる。洗浄廃液を中和しないで排水した場合、下水道周りのコンクリート腐蝕の発生や著しい例としては病院周辺の道路の陥没などを引き起こすことがあり、行政による監視も強くなっている。   Today, as a cleaning agent, the above inorganic materials are mainstream, and it is necessary to perform a neutralization treatment in the same manner as general wastewater as a treatment of cleaning waste liquid. As a neutralizing agent, for example, sulfuric acid in alkaline cleaning, etc. And sodium hydroxide in acidic washing with acetic acid or the like is used. If the waste water is drained without neutralization, it may cause concrete corrosion around the sewers and, as a notable example, cause depression of roads around the hospital.

また、従来、透析装置の稼動とその配管系の洗浄とは時間的に同時に行われることがなく、透析廃液の処理と洗浄廃液の処理とは別個独立に行われていた。従って、透析施設の水系システムとしては、例えば、午前中の4〜5時間程度の透析完了後に、30分〜2時間程度の配管系の洗浄を行い、午後ほぼ同時間の透析を行い、その後に配管系の洗浄を行う、といった方法が採られることが一般的であった。
特開2001−149470号公報 特許第2599204号公報
Conventionally, the operation of the dialysis machine and the cleaning of its piping system are not performed simultaneously in time, and the treatment of the dialysis waste liquid and the treatment of the cleaning waste liquid have been performed separately. Therefore, as an aqueous system of a dialysis facility, for example, after completion of dialysis for about 4 to 5 hours in the morning, the piping system is washed for about 30 minutes to 2 hours, and dialysis is performed for almost the same time in the afternoon. In general, the piping system is washed.
JP 2001-149470 A Japanese Patent No. 2599204

しかしながら、洗浄廃液の処理においては、酢酸を用いた場合の廃液は、酢酸濃度が2000〜6000ppmと高濃度であることからpH値が5以下となるとともに、BODが3000ppm程度になることがあり、中和処理および有機物等の処理が必要となる。有機物等の処理については、透析廃液の処理と同様、上記のようなオゾン処理や紫外線照射処理を行うことが可能であるが、中和処理には、別の処理手段を用いて行う必要があることから、装置の大型化を回避することができない。さらに各装置の組合せによって操作が輻輳することが多く、処理の一元化が困難であった。   However, in the treatment of the cleaning waste liquid, the waste liquid in the case of using acetic acid has a high acetic acid concentration of 2000 to 6000 ppm, so the pH value becomes 5 or less and the BOD may be about 3000 ppm. Neutralization treatment and treatment of organic matter are required. As for the treatment of organic substances and the like, it is possible to perform the ozone treatment and the ultraviolet irradiation treatment as described above as in the treatment of the dialysis waste liquid, but it is necessary to carry out the neutralization treatment using another treatment means. For this reason, an increase in the size of the apparatus cannot be avoided. In addition, operations are often congested depending on the combination of devices, and it is difficult to centralize processing.

また、次亜塩素酸ナトリウムを用いた場合の廃液は、pH9を超えるとともに、そのまま中和処理を行うとトリクロロエチレン等の有機ハロゲン化合物が副生成され、その濃度は6ppm〜10ppm程度となり、下水の受入基準の約20倍以上となる。このとき、活性炭や高度処理フィルタ等で除去は可能だが、別途の施設を必要とし現状は皆無に等しい。   In addition, the waste liquid in the case of using sodium hypochlorite exceeds pH 9, and when neutralized as it is, organic halogen compounds such as trichlorethylene are by-produced, and the concentration is about 6 ppm to 10 ppm, and the sewage is received. More than 20 times the standard. At this time, it can be removed with activated carbon, advanced processing filters, etc., but a separate facility is required, and the current situation is almost none.

従来、こうした各処理において、例えば、活性汚泥法を利用した浄化槽を設置する方法が採られているが、通常浄化槽として10トン規模の容量や相応の敷地の必要があり、ビル入居の医療施設にとっては不可能といえる。全国に約3000箇所にある医療施設のうち半数程度がビル内の診療所であり、こうした大掛かりな設備を必要としない処理方法が望まれている。   Conventionally, in each of these treatments, for example, a method of installing a septic tank using the activated sludge method has been adopted. However, as a septic tank, a capacity of 10 tons or a suitable site is necessary, and it is necessary for medical facilities in buildings. Is impossible. About half of the 3000 medical facilities nationwide are clinics in the building, and a treatment method that does not require such large-scale equipment is desired.

また、中和装置の設置についても、別途、中和剤やpHセンサ等消耗品のランニングコストが発生するとともに、ビル診療所では設置自体が困難となる場合が多い。   Also, regarding the installation of the neutralizing device, there is a separate running cost of consumables such as a neutralizing agent and a pH sensor, and the installation itself is often difficult at the building clinic.

さらに、実際の医療機関における透析施設においては、透析装置と廃液処理が全く異なる生産者によって作製され、ユーザにおいて組合せが行われることから、廃液処理まで含めた透析施設の水系システムという思想自体が皆無であった。従って、透析廃液と洗浄廃液の処理を別個に行う従来の方法では、透析施設の水系システムとしての実際の稼動時間は非常に限定されたものとなり、医療行為の効率化が求められる昨今の要請に合致しなくなっている。   Furthermore, in a dialysis facility in an actual medical institution, the dialysis machine and the waste liquid treatment are produced by completely different producers and are combined by the user, so there is no idea of an aqueous system of the dialysis facility including the waste liquid treatment. Met. Therefore, in the conventional method in which the dialysis waste liquid and the washing waste liquid are separately processed, the actual operation time as the water system of the dialysis facility is very limited. It doesn't match.

本発明の目的は、透析廃液および洗浄廃液のBODおよびCODレベルを低減し、pHなど水質基準に適用する排水になるように処理するとともに、透析装置および流路における有機性の異物の発生を抑制し、透析装置の効率的な稼動を可能とする、簡易かつコンパクトな透析施設の水系システムの廃液処理方法を提供することにある。具体的には、施設の機械室に設置可能なコンパクトな設備で、BOD値などの水質管理項目を基準値未満にして排水することが可能で、透析後の洗浄処理を短時間で完了し、素早く透析を行うことができる透析施設の水系システムの廃液処理方法を提供することにある。 The object of the present invention is to reduce the BOD and COD levels of dialysis waste liquid and washing waste liquid so as to be treated as wastewater applied to water quality standards such as pH, and to suppress the generation of organic foreign matter in the dialysis machine and the flow path Another object of the present invention is to provide a simple and compact wastewater treatment method for an aqueous system of a dialysis facility that enables efficient operation of a dialysis machine. Specifically, with compact equipment that can be installed in the machine room of the facility, it is possible to drain the water quality management items such as the BOD value below the standard value, and the washing treatment after dialysis can be completed in a short time, It is an object of the present invention to provide a waste liquid treatment method for an aqueous system of a dialysis facility that allows rapid dialysis.

本発明者らは、上記課題を解決するために鋭意研究を重ねた結果、以下に示す透析施設の水系システムの廃液処理方法によって上記目的を達成できることを見出し、本発明を完成するに到った。 As a result of intensive studies to solve the above problems, the present inventors have found that the above object can be achieved by the following waste liquid treatment method for an aqueous system of a dialysis facility, and the present invention has been completed. .

本発明は、RO水供給手段、除菌・洗浄液供給手段、透析装置および透析廃液処理装置からなる透析施設の水系システムの廃液処理方法であって、
前記透析装置における透析前の事前の水洗、透析液の導入による液置換、透析後の事後の水洗、前記洗浄液による洗浄、洗浄後の水洗、からなる洗浄プロセス作動中に、
前記透析廃液処理装置に前記透析装置からの透析廃液と洗浄廃液が導入される工程と、前記透析装置の透析廃液の処理と前記透析装置の配管系の除菌・洗浄廃液の処理とを同一処理装置によって行う工程と、廃液処理として、オゾンによる分解処理および紫外線の照射処理を行う工程とを有することによって、前記透析廃液の処理プロセスと配管系の除菌・洗浄廃液の処理プロセスを重複させることを特徴とする。
The present invention is a waste liquid treatment method for an aqueous system of a dialysis facility comprising RO water supply means, sterilization / cleaning liquid supply means, dialysis apparatus, and dialysis waste liquid treatment apparatus,
During the operation of the washing process comprising pre-dialysis in the dialyzer, liquid replacement by introduction of dialysate , post- dialysis post-wash, post- dialysis wash, post-wash water wash,
Same processing as step dialysis waste liquid and the washing waste liquid Ru is introduced from the dialyzer to the dialysate waste liquid treatment apparatus, and a processing piping system decontamination washing waste liquid treatment and the dialyzer the dialysis liquid waste of the dialyzer a row cormorant step by the apparatus, as waste treatment, by having a step of performing decomposition treatment and irradiation treatment UV with ozone, to duplicate processes of disinfection and cleaning waste liquid piping system and processes of the dialysis waste liquid It is characterized by that.

具体的には、透析廃液と洗浄廃液の各処理プロセスを透析施設の水系システムの1つの工程として捉え、両者を重複させて極力迅速な処理をおこなうことで長時間の人工透析を可能とし、かつ、両者の処理に必要な薬剤あるいは処理手段を極力少なくすることで、透析施設の水系システムの効率的稼動を図ることが可能となった。   Specifically, each treatment process of the dialysis waste liquid and the washing waste liquid is regarded as one step of the water system of the dialysis facility, and it is possible to perform artificial dialysis for a long time by performing both processes as quickly as possible, and By reducing the number of chemicals or treatment means required for both treatments as much as possible, it has become possible to efficiently operate the water system of the dialysis facility.

つまり、透析廃液の処理と洗浄廃液の処理を同時に行うことは、装置の稼働率の向上にとって非常に有効であることは明確であり、特に人工透析のように限られた時間に集中して稼動する装置においては、その効果は非常に大きい。本発明者は、それだけではなく、1つの処理装置によって同時処理することによって水質基準に合う中和処理を容易にし、また、洗浄剤によって廃液処理装置内の細菌の排除を行うことを可能にし、かつ、使用する洗浄剤を特定した場合には、その処理速度が格段に向上することを見出した。   In other words, it is clear that simultaneous treatment of dialysis waste liquid and washing waste liquid is very effective for improving the operating rate of the equipment, and it is especially focused on a limited time like artificial dialysis. The effect is very large in the apparatus which performs. In addition, the present inventor facilitates neutralization that meets water quality standards by simultaneous treatment by one treatment device, and allows bacteria in the waste liquid treatment device to be eliminated by a cleaning agent, And when the cleaning agent to be used was specified, it discovered that the processing speed improved markedly.

例えば、透析廃液が比較的量的に多く、かつ水素イオン濃度(pH)が約7.3とアルカリ性を有していることを活用し、酢酸などの酸洗浄廃液を、水酸化ナトリウムなど他の中和処理剤を用いることなく中和処理することができる。あるいは、界面活性剤などの有機性洗浄廃液では、清浄水による希釈を経て透析廃液と同様の処理によって無害化し排水として処理することができる。さらには、後述の過酢酸系処理剤を用いた廃液にあっては、透析廃液の存在によって過酢酸あるいは酢酸の分解が促進され、中和処理剤の必要もなくかつ迅速な処理ができることになる。また、廃液とオゾンを反応させることによって、廃液に含有する有機・生物系物質がオゾンによって分解し、水や二酸化炭素(CO )あるいは低炭化水素や低炭化水酸化物などに変換することによって、溶液のBODおよびCODレベルを低減し、同時に、廃液中の細菌を減少させることができる。さらに、紫外線を照射することによって細菌を排除することができる。 For example, taking advantage of the fact that the dialysis waste liquid is relatively large in volume and the hydrogen ion concentration (pH) is about 7.3 and alkaline, acid washing waste liquid such as acetic acid can be used as another solution such as sodium hydroxide. Neutralization can be performed without using a neutralizing agent. Alternatively, an organic cleaning waste liquid such as a surfactant can be rendered harmless by treatment with dialysis waste liquid after being diluted with clean water and treated as waste water. Furthermore, in the waste liquid using the peracetic acid treatment agent described later, the decomposition of peracetic acid or acetic acid is promoted by the presence of the dialysis waste liquid, and the neutralization treatment agent is not necessary and can be processed quickly. . In addition, by reacting waste liquid with ozone, organic and biological substances contained in the waste liquid are decomposed by ozone and converted into water, carbon dioxide (CO 2 ), low hydrocarbons, low hydrocarbon hydroxides, etc. , Reduce the BOD and COD levels of the solution and at the same time reduce the bacteria in the effluent. Furthermore, bacteria can be eliminated by irradiating with ultraviolet rays.

このように、本発明においては、同一処理装置によって両者の処理を同時に行うプロセスを有することによって、各処理を適切に行うと同時に、透析施設の水系システムの稼働率を非常に高めることができる。また、個々の洗浄剤によって固有の優れた効果を発揮することができるという優れたシステムを形成することができる。   Thus, in this invention, by having the process which performs both processes simultaneously by the same processing apparatus, while simultaneously performing each process appropriately, the operation rate of the aqueous system of a dialysis facility can be raised very much. In addition, it is possible to form an excellent system in which an excellent effect unique to each cleaning agent can be exhibited.

ここで、RO水(ろ過水)とは、例えば、水道水などを濾過、イオン交換などの処理を行った後に、逆浸透膜によって精製された水をいい、同時に逆浸透膜からはRO排水(濃縮水)が供出される。   Here, RO water (filtered water) refers to, for example, water purified by a reverse osmosis membrane after performing processing such as filtration and ion exchange of tap water, and at the same time, RO drainage ( Concentrated water) is provided.

本発明は、前記透析施設の水系システムの廃液処理方法において、前記配管系の除菌・洗浄を殺菌性の強い過酢酸および殺菌性が強く洗浄能力のある過酸化水素配合の生分解性を有する過酢酸系処理剤によって行うことを特徴とする。 The present invention provides the biodegradability of the above-mentioned sterilization facility aqueous system waste liquid treatment method for the disinfection / washing of the piping system by combining peracetic acid having a strong bactericidal property and hydrogen peroxide containing a strong bactericidal property and having a washing ability. It is characterized by using a peracetic acid-based treatment agent.

過酢酸系処理剤は、血液透析装置の配管洗浄に優れた能力を発揮するとともに、上記のように生分解性を有することが知られている。本発明者は、こうした知見を基に研究を進める過程において、さらに過酢酸系処理剤が透析廃液中において迅速に無害物に変化することを見出したものである。   It is known that a peracetic acid-based treatment agent exhibits an excellent ability for washing a pipe of a hemodialysis apparatus and has biodegradability as described above. The present inventor has found that in the course of conducting research based on such knowledge, the peracetic acid-based treatment agent is rapidly changed into a harmless substance in the dialysis waste liquid.

本発明は、こうした特性を応用したもので、殺菌性の強い過酢酸および殺菌性が強く洗浄能力のある過酸化水素配合の生分解性を有する過酢酸系処理剤を用いて血液透析装置の配管洗浄を行い、廃液処理装置内での透析廃液と混合することにより洗浄廃液の処理を行うことによって、優れた透析施設の水系システムを構成することができる。過酸化水素、過酢酸配合の洗浄剤を使用することで、配管系の炭酸カルシウムの洗浄に必要な酢酸洗浄が不要となる。洗浄廃液のpHも、廃液処理装置内での透析廃液と混合することにより、透析廃液自体が比較的量的に多くかつpHが約7.3とアルカリ性を有していることから、洗浄廃液を容易に中和処理することが可能となり、排水基準内に抑えることができる。つまり、洗浄廃液中の洗浄剤成分は迅速な分解反応によって無害化することで、中和剤などを用いずに排水のpHを基準内に抑えることができる。一方、洗浄廃液中の生物系成分は透析廃液中の生物系成分に近い成分であることから廃液処理装置の本来的機能で処理が可能である。両者が、同時にかつ迅速に進行することで、非常に優れた廃液処理が可能となったものである。 The present invention is an application of such characteristics, and uses a highly biocidal peracetic acid and a biodegradable peracetic acid-based treatment agent containing hydrogen peroxide having a strong bactericidal property and a cleaning ability. By performing washing and treating the washing waste liquid by mixing with the dialysis waste liquid in the waste liquid treatment apparatus, an excellent aqueous system of a dialysis facility can be configured. By using a cleaning agent containing hydrogen peroxide and peracetic acid, acetic acid cleaning necessary for cleaning calcium carbonate in the piping system becomes unnecessary. Since the pH of the washing waste liquid is mixed with the dialysis waste liquid in the waste liquid treatment device, the dialysis waste liquid itself has a relatively large amount and has an alkaline pH of about 7.3. Neutralization can be easily performed, and it can be kept within the drainage standard. That is, the cleaning agent component in the cleaning waste liquid is rendered harmless by a rapid decomposition reaction, so that the pH of the waste water can be kept within the standard without using a neutralizing agent or the like. On the other hand, since the biological component in the washing waste liquid is a component close to the biological component in the dialysis waste liquid, it can be treated with the original function of the waste liquid treatment apparatus. Both proceed at the same time and rapidly, so that a very excellent waste liquid treatment becomes possible.

本発明は、前記透析施設の水系システムの廃液処理方法において、RO水供給手段から供出されるRO排水をオゾン発生器に導入し、オゾン水を作製するとともに、廃液処理装置の処置用水として用いることを特徴とする。 In the waste liquid treatment method of the water system of the dialysis facility, the present invention introduces RO waste water supplied from the RO water supply means into an ozone generator to produce ozone water and use it as treatment water for the waste liquid treatment apparatus. It is characterized by.

透析液の作製においては、例えば水道水をRO水供給手段において精製する必要がある一方、必ず所定量のRO排水が発生する。本発明は、こうしたRO排水を、例えば透析廃液の処理時における希釈用水やオゾン水の原水として、あるいは洗浄廃液の処理時の希釈用水として、さらにはオゾン発生装置用の冷媒として、透析施設の水系システム全体としての最適な方法で利用することによって、RO水およびRO排水の有効利用を図るとともに、精製手段の負荷の軽減を図ることができる。   In the preparation of the dialysate, for example, tap water needs to be purified in the RO water supply means, but a predetermined amount of RO drainage is always generated. In the present invention, for example, such RO wastewater is used as dilution water or ozone water during treatment of dialysis waste liquid, as dilution water during treatment of washing waste liquid, or as a refrigerant for an ozone generator. By utilizing the optimum method for the entire system, the RO water and the RO drainage can be effectively used and the load on the purification means can be reduced.

つまり、RO排水からオゾン水を作製することが、透析装置および廃液処理装置を中心とした一つ透析施設の水系システムとして好適である。また、RO排水を、廃液の処理時におけるオゾン水の原水あるいは回収槽7や排水槽13への希釈用水として、さらにはオゾン発生装置用の冷媒として利用することによって、RO排水の有効利用を図るとともに、RO水精製手段の負荷の軽減を図ることができる。RO水およびRO排水の利用について、個別の装置・手段における有効性を考慮するだけでなく、透析プロセスと洗浄プロセスあるいは廃液処理プロセスの横断的利用を図ることで、RO水およびRO排水の更なる有効利用を図ることができ、システム全体が効率よく機能することができる。 That is, producing ozone water from RO wastewater is suitable as an aqueous system of one dialysis facility centering on a dialysis machine and a waste liquid treatment apparatus. Further, the RO drainage is used as raw water of ozone water at the time of waste liquid treatment or as dilution water for the recovery tank 7 and the drainage tank 13 and further as a refrigerant for the ozone generator, thereby effectively using the RO drainage. At the same time, the load on the RO water purification means can be reduced. Regarding the use of RO water and RO wastewater, in addition to considering the effectiveness of individual devices and means, further utilization of RO water and RO wastewater is achieved through the cross-sectional use of dialysis and washing processes or waste liquid treatment processes. Effective use can be achieved, and the entire system can function efficiently.

本発明は、前記透析施設の水系システムの廃液処理方法において、前記廃液の処理に際し、前記透析装置の稼動情報を基に廃液処理装置の処理プロセスを制御し、透析・水洗パージ・洗浄の各プロセスに対応したRO排水の供給あるいはオゾンの供給、透析の種類あるいは処理量の情報に基づくオゾン注入量の制御および有機物量の情報に基づくRO排水による希釈や紫外線照射処理の制御を行い、該透析装置と廃液処理装置とが連結して1つのシステムとして稼動することを特徴とする。 The present invention relates to a waste liquid treatment method for an aqueous system of the dialysis facility, wherein when the waste liquid is treated, the treatment process of the waste liquid treatment apparatus is controlled based on operation information of the dialyzer, and each process of dialysis, water washing purge, and washing is performed. RO water supply or ozone supply corresponding to the above, control of ozone injection amount based on information on dialysis type or treatment amount, dilution by RO waste water based on information on organic matter amount and control of ultraviolet irradiation treatment, and the dialysis device And the waste liquid treatment apparatus are connected to operate as one system.

上記のように、透析施設の水系システムにおいては、透析装置と廃液処理装置とが連結して1つのシステムとして稼動することによって非常に効率的な処理を行うことができる。特にシステムの中心である透析装置の稼動状態に合せて廃液処理の駆動制御を行うことで、廃液の種類あるいは処理量にあった最適な処理剤(オゾン水など)の注入量などを決定することができる。つまり、透析・水洗パージ・洗浄の各プロセスに対応した透析装置の稼動情報を基に、RO排水の供給あるいはオゾンの供給、透析の種類あるいは処理量の情報に基づくオゾン注入量の制御および有機物量の情報に基づくRO排水による希釈や紫外線照射処理の制御を行い、廃液処理装置の処理プロセスを制御することによって、処理時間を大幅に短縮し、中和剤などを不要あるいは低減することができるとともに、不要なRO水の使用を防止することで、システム全体の負荷を大きく低減することができる。 As described above, in the water system of the dialysis facility, the dialysis apparatus and the waste liquid treatment apparatus are connected to operate as one system, so that very efficient treatment can be performed. In particular, by controlling the operation of the waste liquid treatment according to the operating state of the dialysis machine, which is the center of the system, the optimal treatment agent (ozone water, etc.) injection amount suitable for the type or amount of waste liquid is determined. Can do. In other words, based on the operation information of the dialysis machine corresponding to each process of dialysis, water purging, and washing, supply of RO wastewater or ozone, control of ozone injection amount based on information on dialysis type or treatment amount, and amount of organic substances By controlling dilution with RO drainage and ultraviolet irradiation treatment based on the information of the wastewater and controlling the treatment process of waste liquid treatment equipment, the treatment time can be greatly shortened and neutralizing agents can be unnecessary or reduced By preventing unnecessary use of RO water, the load on the entire system can be greatly reduced.

以上のように、本発明の透析施設の水系システムの廃液処理方法によれば、透析廃液あるいは洗浄廃液中の有機・生物系物質の分解や除菌を迅速かつ効率的に処理することが可能となり、コンパクトな設備で廃液のBODおよびCODレベルを低減し流路における異物の発生を抑制することができる。 As described above, according to the waste liquid treatment method for an aqueous system of a dialysis facility of the present invention, it becomes possible to quickly and efficiently treat the decomposition and sterilization of organic and biological substances in the dialysis waste liquid or the washing waste liquid. The BOD and COD level of the waste liquid can be reduced with compact equipment, and the generation of foreign matters in the flow path can be suppressed.

また、同一処理装置によって透析廃液の処理と洗浄廃液の処理を同時に行うプロセスを有することによって、各処理を適切に行うと同時に、透析施設の水系システムの稼働率を非常に高めることができる。また、個々の洗浄剤によって固有の優れた効果を発揮することができるという優れたシステムを形成することができる。   Moreover, by having the process which processes a dialysis waste liquid and a washing | cleaning waste liquid simultaneously by the same processing apparatus, while performing each process appropriately, the operating rate of the aqueous system of a dialysis facility can be raised very much. In addition, it is possible to form an excellent system in which an excellent effect unique to each cleaning agent can be exhibited.

さらに、透析装置と廃液処理装置とが連結して1つのシステムとして制御し稼動することによって、非常に効率的な処理を行うことができるとともに、RO水の節減などが可能となる。   Furthermore, the dialysis apparatus and the waste liquid treatment apparatus are connected to be controlled and operated as one system, so that very efficient treatment can be performed and RO water can be saved.

以下、本発明の実施の形態について、図面を参照しながら説明する。
図1は、本発明に係る透析施設の水系システムの構成を例示するブロック図であり、透析装置および廃液処理装置を中心とした一つの実施形態として説明する。ただし、本発明の装置はこれに限定されず、目的に応じて種々の変更が可能である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a block diagram illustrating the configuration of an aqueous system of a dialysis facility according to the present invention, and will be described as one embodiment centered on a dialysis apparatus and a waste liquid treatment apparatus. However, the apparatus of the present invention is not limited to this, and various modifications can be made according to the purpose.

図1に示す透析施設の水系システムは、主要な構成部として、例えば水道水Aから精製したRO水を透析装置3に供給するRO水供給手段1、透析装置3の配管系の殺菌・洗浄用の洗浄液を供給する洗浄液供給手段2、患者の血液を透析する透析装置3、および透析装置3からの廃液を処理する廃液処理装置4を有し、洗浄廃液の処理を透析廃液の処理中に行うことを特徴としている。 The water system of the dialysis facility shown in FIG. 1 has, as main components, for example, RO water supply means 1 for supplying RO water purified from tap water A to the dialysis device 3, and for sterilization and washing of the piping system of the dialysis device 3. A cleaning liquid supply means 2 for supplying the cleaning liquid, a dialysis apparatus 3 for dialysis of the patient's blood, and a waste liquid processing apparatus 4 for processing the waste liquid from the dialysis apparatus 3, and processing the cleaning waste liquid during the processing of the dialysis waste liquid. It is characterized by that.

患者から取り出された血液Eは、透析装置3に導入され、透析が完了した血液Fは、再び患者の体内に戻される。RO水供給手段1から供出されたRO水は、透析装置3に導入され、透析液を形成して透析器6に供給された後、透析廃液を形成して廃液処理装置4に導入・処理される。洗浄剤は、透析終了後に透析装置内の配管系に注入され、洗浄廃液を形成して廃液処理装置4に導入・処理される。   The blood E taken out from the patient is introduced into the dialyzer 3, and the blood F that has been dialyzed is returned to the patient's body again. The RO water supplied from the RO water supply means 1 is introduced into the dialysis device 3 to form a dialysis solution and supplied to the dialyzer 6, and then a dialysis waste solution is formed and introduced and processed into the waste solution treatment device 4. The The cleaning agent is injected into the piping system in the dialysis apparatus after dialysis is completed, and a cleaning waste liquid is formed and introduced and processed into the waste liquid processing apparatus 4.

ここで、RO水供給手段1としては種々の作製方法があるが、例えば、水道水Aを濾過手段、イオン交換処理手段などを通過させて処理した後に、逆浸透膜によって精製する方法(図示せず)を採ることが可能である。ただし、浄水が入手可能であれば、これらの処理のいずれかを省略することは可能である。   Here, there are various production methods as the RO water supply means 1. For example, the tap water A is treated by passing it through filtration means, ion exchange treatment means, etc., and then purified by a reverse osmosis membrane (not shown). It is possible to take However, if purified water is available, any of these treatments can be omitted.

洗浄液供給手段2としては、例えば、透析完了後に洗浄液を透析装置配管系に給送ために、洗浄剤貯留部および圧送ポンプが設けられる(図示せず)。洗浄剤貯留部では所望の濃度の洗浄剤Bが補給あるいは所望の濃度に希釈調整される。また、洗浄剤としては、上述のような、酢酸や次亜塩素酸ナトリウムあるいは等々の薬剤が用いられる。   As the cleaning liquid supply means 2, for example, a cleaning agent reservoir and a pressure pump are provided to supply the cleaning liquid to the dialyzer piping system after completion of dialysis (not shown). In the cleaning agent reservoir, cleaning agent B having a desired concentration is replenished or diluted to a desired concentration. Moreover, as a cleaning agent, the above-mentioned chemicals such as acetic acid, sodium hypochlorite or the like are used.

透析装置3は、基本的に図1に示すように、RO水および透析原液Cおよび/あるいは薬剤Dを供給して透析液を作製する透析液作製手段5、および例えば透析膜(図示せず)が設けられた透析器6から構成される。透析液作製手段5では、RO水をベースに透析原液Cおよび/あるいは薬剤Dを混合し、電解質などの成分が所定量含有するように調整された透析液を作製する。透析器6では、作製された透析液と患者の体内から取り出された血液Eとが透析膜を介して間接的に接触し、血液中の老廃物などが透析液に取り込まれる一方、透析液から電解質などが血液に取り込まれる。透析が完了した血液Fは、患者の体内に戻される。   As shown in FIG. 1, the dialysis apparatus 3 basically includes a dialysis fluid preparation means 5 that supplies RO water and a dialysis stock solution C and / or a drug D to prepare a dialysis fluid, and, for example, a dialysis membrane (not shown). It is comprised from the dialyzer 6 provided. In the dialysate preparation means 5, the dialysate solution C and / or the drug D is mixed based on RO water to prepare a dialysate adjusted to contain a predetermined amount of components such as electrolyte. In the dialyzer 6, the prepared dialysate and the blood E taken out from the patient's body are indirectly contacted via the dialysis membrane, and waste products in the blood are taken into the dialysate, while the dialysate Electrolytes are taken into the blood. The blood F that has been dialyzed is returned to the patient's body.

廃液処理装置4は、透析装置からの廃液の処理方法によって種々の構成が採られるが、例えば、オゾン処理を中心とする構成を図1に例示する。透析装置3から導入された廃液は、水道水AあるいはRO排水をベースに作製されたオゾン水および/あるいは気相オゾンと反応させ、清浄な排気Gと清浄水Hとして放出される。透析廃液の処理を主として行うが、本発明では、洗浄廃液の処理を透析廃液の処理中に行うことを特徴としている。   The waste liquid treatment device 4 may have various configurations depending on the method for treating the waste liquid from the dialysis device. For example, FIG. 1 illustrates a configuration centered on ozone treatment. The waste liquid introduced from the dialyzer 3 is reacted with ozone water and / or gas phase ozone prepared based on tap water A or RO waste water, and discharged as clean exhaust G and clean water H. The dialysis waste liquid is mainly treated, but the present invention is characterized in that the cleaning waste liquid is treated during the dialysis waste liquid treatment.

以上の構成を有する透析施設の水系システムの操作方法を、図2に基き透析プロセスおよび洗浄プロセスに分けて説明し、併せて廃液処理プロセスについて説明する。図2(A)は透析装置3での動作、図2(B)は廃液処理装置での動作を例示する。なお、通常は、1の透析プロセス終了ごとに除菌処理を行い、洗浄処理は例えば週に1〜2回程度を行うことが多いが、ここでいう洗浄プロセスとは、除菌及び洗浄処理を含むもので、いずれかの処理が行われたときの廃液処理との関係を主に説明する。   The operation method of the aqueous system of the dialysis facility having the above configuration will be described separately for the dialysis process and the washing process based on FIG. 2, and the waste liquid treatment process will also be described. 2A illustrates the operation in the dialysis apparatus 3, and FIG. 2B illustrates the operation in the waste liquid treatment apparatus. Usually, the sterilization process is performed every time one dialysis process is completed, and the cleaning process is often performed, for example, about once or twice a week. The cleaning process here refers to the sterilization process and the cleaning process. The relationship with the waste liquid treatment when any of the treatments is performed will be mainly described.

<透析プロセス>
(1)図1に示す透析施設の水系システムの各構成要素を接続・設定し、稼動させる。まず、透析装置3にRO水を供給し装置配管を水洗パージする。このとき、同時に廃液処理装置4を稼動するようにRO排水を供給し、オゾン発生器9をONとすることによって、素早く透析廃液の発生に対応することができる。
<Dialysis process>
(1) Connect, set, and operate each component of the water system of the dialysis facility shown in FIG. First, RO water is supplied to the dialysis machine 3 and the apparatus piping is purged with water. At this time, by supplying the RO waste water so as to simultaneously operate the waste liquid treatment device 4 and turning on the ozone generator 9, it is possible to quickly cope with the generation of dialysis waste liquid.

(2)透析原液Cあるいは薬剤Dを透析液作製手段5に供給し、RO水に混合して透析液を作製する。透析原液Cと薬剤Dの両方を供給し透析液の成分調整を行うことも可能である。このとき、透析液の混在した廃液が廃液処理装置4に導入されることから、廃液処理装置4のオゾン処理が始まり、有機物などの分解処理を開始する。   (2) The dialysate stock solution C or drug D is supplied to the dialysate preparation means 5 and mixed with RO water to prepare a dialysate. It is also possible to adjust the components of the dialysis solution by supplying both the dialysis solution C and the drug D. At this time, since the waste liquid in which the dialysate is mixed is introduced into the waste liquid treatment apparatus 4, the ozone treatment of the waste liquid treatment apparatus 4 starts, and the decomposition treatment of organic substances and the like is started.

(3)透析液を所定量透析器6に導入し続け(液置換)、所定時間後に血液Eを透析装置3に導入する。透析器6において、血液に対し、老廃物等の放出と電解質等の取り込みが同時に進行する一方、透析液に対し、電解質等の放出と老廃物等の取り込みが同時に進行する。このとき、透析装置3からは透析廃液が廃液処理装置4に導入されることから、廃液処理装置4において有機物・生物系などの分解処理を開始する。   (3) Continue to introduce a predetermined amount of dialysate into the dialyzer 6 (liquid replacement), and introduce blood E into the dialyzer 3 after a predetermined time. In the dialyzer 6, the discharge of waste and the like and the intake of electrolyte and the like proceed simultaneously with respect to the blood, while the release of the electrolyte and the like and the intake of waste and the like proceed simultaneously with respect to the dialysate. At this time, since the dialysis waste liquid is introduced from the dialysis apparatus 3 into the waste liquid treatment apparatus 4, the waste liquid treatment apparatus 4 starts a decomposition process of organic matter / biological system.

(4)血液Eおよび透析液を連続的に透析器6に導入し、透析が完了した血液Fを順次透析装置3から患者の体内に戻す。このとき、透析が完了した透析廃液が、透析装置3から廃液処理装置4に供出され、廃液処理装置4において有機物・生物系などの分解処理を行う。   (4) Blood E and dialysate are continuously introduced into the dialyzer 6, and the blood F after completion of dialysis is sequentially returned from the dialyzer 3 to the patient's body. At this time, the dialysis waste liquid for which dialysis has been completed is supplied from the dialysis apparatus 3 to the waste liquid treatment apparatus 4, and the waste liquid treatment apparatus 4 performs a decomposition treatment of organic matter / biological system.

(5)透析が完了すると、透析装置3への血液Eおよび透析液の導入を停止し、透析装置3内の例えば透析膜などの血液流路の部材を交換する。透析液は、さらに所定時間続けて透析器6に導入し、透析器6および廃液処理装置4への配管をパージする。このとき、廃液処理装置4においては有機物・生物系などの分解処理を継続して行う。   (5) When dialysis is completed, the introduction of blood E and dialysate into the dialyzer 3 is stopped, and members of the blood flow path such as a dialysis membrane in the dialyzer 3 are replaced. The dialysate is further introduced into the dialyzer 6 for a predetermined time, and the piping to the dialyzer 6 and the waste liquid treatment device 4 is purged. At this time, the waste liquid treatment apparatus 4 continuously performs the decomposition treatment of the organic matter / biological system.

(6)透析液によるパージが完了すると、透析原液Cあるいは薬剤Dの供給を停止し、RO水による水洗パージを行う。このとき、廃液処理装置4における有機物・生物系などの分解処理は継続して行うが、パージに用いられたRO水によって透析廃液が希釈されることによって、廃液処理が効率よく行うことができる。なお、透析治療と透析治療の間において水洗パージあるいは洗浄処理を行わずに、透析再開まで継続して透析液によるパージを行うことも一般的である。   (6) When the purge with the dialysate is completed, the supply of the dialysate C or the drug D is stopped and the water purge with the RO water is performed. At this time, the decomposition treatment of the organic matter / biological system in the waste liquid treatment apparatus 4 is continuously performed, but the waste liquid treatment can be efficiently performed by diluting the dialysis waste liquid with the RO water used for the purge. In addition, it is also common to purge with dialysis fluid continuously until dialysis is resumed without performing a water purge or washing treatment between dialysis treatments.

(7)RO水による水洗パージが完了すると、RO水の供給を停止し、洗浄プロセスを開始する。このとき、廃液処理装置4における有機物・生物系などの分解処理は継続して行う。   (7) When the water purging with the RO water is completed, the supply of the RO water is stopped and the cleaning process is started. At this time, the decomposition treatment of the organic matter / biological system in the waste liquid treatment apparatus 4 is continuously performed.

<洗浄プロセス>
(8)透析装置3への供給液をRO水から洗浄液に切換え、配管系および透析器6を洗浄する。このとき、透析装置3から洗浄廃液が廃液処理装置4に導入される。本発明に係る廃液処理装置4においては、有機物・生物系などの分解処理と同時に酸あるいはアルカリの処理が行うことができる。従って、従来のように洗浄廃液処理に際して、薬液の交換あるいは処理装置の切り替えなどの操作を不要とすることができる。
<Cleaning process>
(8) The supply liquid to the dialyzer 3 is switched from the RO water to the washing liquid, and the piping system and the dialyzer 6 are washed. At this time, washing waste liquid is introduced from the dialyzer 3 into the waste liquid treatment apparatus 4. In the waste liquid treatment apparatus 4 according to the present invention, acid or alkali treatment can be performed simultaneously with the decomposition treatment of organic matter / biological system. Therefore, it is possible to eliminate the need for operations such as changing the chemical solution or switching the processing apparatus when processing the cleaning waste liquid as in the prior art.

(9)所定時間洗浄液を注入した後、洗浄液からRO水に切換えて透析装置3に導入し、再度水洗パージを行い、配管系および透析器6内の洗浄液および洗浄によって生じた異物を取り除く。このとき、廃液処理装置4における有機物・生物系などの分解処理は継続して行うが、パージに用いられたRO水によって透析廃液が希釈されることによって、廃液処理が効率よく行うことができる。   (9) After injecting the washing solution for a predetermined time, the washing solution is switched to the RO water and introduced into the dialyzer 3, and the washing purge is again performed to remove the washing solution in the piping system and the dialyzer 6 and the foreign matters generated by the washing. At this time, the decomposition treatment of the organic matter / biological system in the waste liquid treatment apparatus 4 is continuously performed, but the waste liquid treatment can be efficiently performed by diluting the dialysis waste liquid with the RO water used for the purge.

(10)以上によって、一連の透析・洗浄処理が完了する。透析完了後は、RO水を流路に充填した状態で、次の透析に備えることが好ましい。処理の再開に際しては、(1)からのプロセスを進めることによって操作することができる。   (10) A series of dialysis and washing processes is completed as described above. After completion of dialysis, it is preferable to prepare for the next dialysis with the RO water filled in the flow path. When the process is resumed, it can be operated by advancing the process from (1).

上記の各プロセスにおける水洗は、例えば、透析前の事前水洗15分→液置換20分→透析→透析後の事後水洗15分→洗浄15分→洗浄後の水洗15分→・・などの時間間隔で行う方法を挙げることができる。   The water washing in each of the above processes is, for example, a pre-dialysis 15-minute pre-dialysis → liquid replacement 20-minute → dialysis → post-dialysis post-wash 15 minutes → wash 15 minutes → water wash 15 minutes after washing →. Can be mentioned.

さらに効率的かつ効果的な使用方法として、後述する過酢酸系処理剤を用い一晩封入工程を本装置に適用する方法がある。具体的には、透析前の事前水洗15分→液置換20分→透析→透析後の事後水洗15分→洗浄(除菌)15分→一晩封入→透析前の事前水洗15分→液置換20分→透析→・・といった処理プロセスが挙げられる。洗浄(除菌)に用いた過酢酸系処理剤が、一晩封入において十分な除菌・洗浄機能を発揮するとともに、その間に分解して無害化することで、廃液処理装置4の負荷を大幅に軽減することができる。   Further, as an efficient and effective usage method, there is a method of applying an overnight sealing step to the apparatus using a peracetic acid-based treatment agent described later. Specifically, pre-dialysis 15 minutes pre-dialysis → 20 minutes of liquid replacement → dialysis → post-dialysis post-wash 15 minutes → washing (sterilization) 15 minutes → enclosing overnight → pre-dialysis pre-wash 15 minutes → liquid replacement A treatment process such as 20 minutes → dialysis →. The peracetic acid treatment agent used for cleaning (sterilization) exhibits sufficient sterilization and cleaning functions when enclosed overnight, and decomposes and detoxifies during that time, greatly increasing the load on the waste liquid treatment device 4 Can be reduced.

次に、上記<透析プロセス>および<洗浄プロセス>において、廃液処理装置4における有機物・生物系などの分解処理について説明する。   Next, in the above <dialysis process> and <washing process>, the decomposition treatment of organic matter / biological system in the waste liquid treatment apparatus 4 will be described.

(ア)透析装置3から排出される透析廃液および洗浄廃液は、輸送管を通して回収槽7へ輸送され、一時的に貯留される。このとき、廃液処理量あるいはその他必要に応じて、回収槽7にRO排水などの清浄水を供給し、廃液を希釈することも可能である。また、後述のように透析装置の洗浄に過酢酸系処理剤を用いた場合には、回収槽7あるいは以降の流路内に存在する透析廃液との混合によって迅速に無害物に変化し、中和処理が不要となる。   (A) The dialysis waste liquid and the washing waste liquid discharged from the dialyzer 3 are transported to the collection tank 7 through the transport pipe and temporarily stored. At this time, it is also possible to dilute the waste liquid by supplying clean water such as RO drainage to the recovery tank 7 according to the amount of waste liquid treated or as required. Further, as described below, when a peracetic acid-based treatment agent is used for washing the dialysis machine, it quickly changes to a harmless substance by mixing with the dialysis waste liquid present in the recovery tank 7 or the subsequent flow path, Sum processing is not required.

(イ)回収槽7に貯留された廃液は、圧送ポンプ8によって反応槽10に順次移送され、清浄処理が開始される。このとき、圧送ポンプ8と反応槽10の中間からオゾン水あるいは気相オゾンを導入することで、反応槽10内部での反応が促進される。オゾン水は、水道水AあるいはRO排水をオゾン発生器9に導入して作製する。ここで、透析に必要なRO水の作製には必ずRO排水が供出されることから、RO排水からオゾン水を作製することが、透析装置および廃液処理装置を中心とした一つ透析施設の水系システムとして好適である。なお、オゾンの導入については、オゾン水または気相オゾンのいずれか、あるいは両方を段階的に導入することで、廃液中へのオゾンの溶解を迅速化することが可能である。具体的には、オゾン水を圧送ポンプ8の前段から注入し、さらには大気をオゾン発生器(図示せず)に導入して作製した気相オゾンを、圧送ポンプ8と反応槽10の中間から導入することで、気泡による反応槽10内部での攪拌作用によるオゾンの拡散・溶解を促進することができる。   (A) The waste liquid stored in the collection tank 7 is sequentially transferred to the reaction tank 10 by the pressure pump 8 and the cleaning process is started. At this time, the reaction in the reaction tank 10 is promoted by introducing ozone water or vapor phase ozone from the middle between the pressure feed pump 8 and the reaction tank 10. The ozone water is prepared by introducing tap water A or RO wastewater into the ozone generator 9. Here, since RO drainage is always provided for the production of RO water necessary for dialysis, it is necessary to produce ozone water from RO drainage, which is the water system of one dialysis facility centering on dialysis equipment and waste liquid treatment equipment. It is suitable as a system. As for the introduction of ozone, it is possible to expedite the dissolution of ozone into the waste liquid by introducing either or both ozone water and vapor phase ozone in stages. Specifically, ozone water is injected from the front stage of the pressure pump 8 and further, gas phase ozone produced by introducing the atmosphere into an ozone generator (not shown) is introduced between the pressure pump 8 and the reaction tank 10. By introducing, it is possible to promote the diffusion / dissolution of ozone by the stirring action inside the reaction tank 10 by the bubbles.

(ウ)反応槽10においては、廃液とオゾンが反応する。具体的には、廃液に含有する有機・生物系物質がオゾンによって分解し、水や二酸化炭素(CO)あるいは低炭化水素や低炭化水酸化物などに変換することによって、溶液のBODおよびCODレベルを低減し、同時に、廃液中の細菌は減少する。さらに、細菌を排除するためには、反応槽10内上部に設けられた紫外線源(図示せず)を設け紫外線を照射することが有効である。 (C) In the reaction tank 10, the waste liquid reacts with ozone. Specifically, the organic and biological substances contained in the waste liquid are decomposed by ozone and converted into water, carbon dioxide (CO 2 ), low hydrocarbons, low hydrocarbon hydroxides, etc., so that the BOD and COD of the solution At the same time the level of bacteria in the effluent is reduced. Further, in order to eliminate bacteria, it is effective to irradiate ultraviolet rays by providing an ultraviolet ray source (not shown) provided in the upper part of the reaction tank 10.

(エ)反応槽10内部で処理された廃液(気相オゾンを用いた場合には、気体を含む)は、脱気槽11に導入され、気液分離される。   (D) The waste liquid treated inside the reaction tank 10 (including gas when gas phase ozone is used) is introduced into the deaeration tank 11 and separated into gas and liquid.

(オ)分離された気体成分は、熱交換器、ミストセパレータおよびオゾンキラーなどから構成される清浄処理手段12によって処理された後、排気される。ここでも、脱気槽11の気相部に紫外線源(図示せず)を設けることが好ましい。排気中のオゾンを分解低減することができることから、清浄処理手段12における排気処理の負担を大幅に軽減することができる。   (E) The separated gas component is exhausted after being processed by the cleaning processing means 12 including a heat exchanger, a mist separator, an ozone killer, and the like. Again, it is preferable to provide an ultraviolet ray source (not shown) in the gas phase part of the deaeration tank 11. Since the ozone in the exhaust gas can be decomposed and reduced, the burden of the exhaust processing in the cleaning processing means 12 can be greatly reduced.

(カ)上記(エ)で分離された液体成分は、排水槽13に供出され、溶解オゾンが分解される所定時間貯留され、その後排水される。このとき、排水を清浄水として回収槽7に戻し、循環使用することも可能である。   (F) The liquid component separated in (d) above is supplied to the drainage tank 13, stored for a predetermined time during which dissolved ozone is decomposed, and then drained. At this time, the waste water can be returned to the recovery tank 7 as clean water and recycled.

(キ)本装置に供給された透析廃液および洗浄廃液は、以上のプロセスを経て、処理済の排水および清浄ガスとして排出される。   (G) Dialysis waste liquid and washing waste liquid supplied to the apparatus are discharged as treated waste water and clean gas through the above process.

本装置においては、回収槽7に滞留した透析廃液が比較的量的に多いことを利用し洗浄廃液と同時処理することで、実質的には洗浄廃液を透析廃液および水洗パージ廃液によって希釈して処理することとなる。従って、洗浄廃液に対する有機物・生物系などの分解処理および酸あるいはアルカリの中和処理における負荷が非常に小さなものとなる。特に、過酢酸系の洗浄剤を用いた場合には、透析廃液の存在によって迅速に無害物に変化することから、同時処理の更なる効果を得ることができる。   In this apparatus, the dialysis waste liquid staying in the recovery tank 7 is used in a comparatively large amount and processed simultaneously with the washing waste liquid, so that the washing waste liquid is substantially diluted with the dialysis waste liquid and the water washing purge waste liquid. Will be processed. Therefore, the load in the decomposition treatment of the organic matter / biological system and the neutralization treatment of the acid or alkali with respect to the washing waste liquid becomes very small. In particular, when a peracetic acid-based cleaning agent is used, it is quickly changed into a harmless substance due to the presence of the dialysis waste liquid, so that a further effect of the simultaneous treatment can be obtained.

このように、透析廃液と洗浄廃液の各処理プロセスを透析施設の水系システムの1つの工程として捉え、両者を重複させて極力迅速な処理をおこなうことで長時間の人工透析を可能とし、かつ、両者の処理に必要な薬剤あるいは処理手段を極力少なくすることで、透析施設の水系システムの効率的稼動を図ることが可能となった。   In this way, each treatment process of dialysis waste liquid and washing waste liquid is regarded as one step of the aqueous system of the dialysis facility, and by performing both treatments as quickly as possible, artificial dialysis for a long time is possible, and Efficient operation of the water system of the dialysis facility has become possible by reducing the number of chemicals or treatment means necessary for both treatments as much as possible.

ここで、本装置における廃液の処理に際し、透析装置3の稼動情報を基に廃液処理装置4の処理プロセスを制御することが好適である。こうすることによって、上記のように、透析、洗浄および廃液処理を一連の操作で効率的に行うことができ、透析装置3と廃液処理装置4とが連結して1つのシステムとして稼動することができる。   Here, when processing the waste liquid in the present apparatus, it is preferable to control the processing process of the waste liquid processing apparatus 4 based on the operation information of the dialysis apparatus 3. In this way, as described above, dialysis, washing, and waste liquid treatment can be efficiently performed by a series of operations, and the dialyzer 3 and the waste liquid treatment apparatus 4 can be connected to operate as one system. it can.

具体的には、廃液処理装置4に対し、透析装置3における透析・水洗パージ・洗浄といった主処理に対応したRO排水の供給あるいはオゾン発生器9の作動を制御するだけでなく、透析装置3における透析の種類あるいは処理量の情報に基いて、(1)オゾン水あるいはオゾン水と気相オゾンとの組み合わせを選択する。例えば、処理量の増加に応じ各導入路の電磁弁の作動を制御する等、(2)処理量の増加に応じてオゾン水あるいは気相オゾンの注入量を増加する。例えば、各導入路の絞り弁あるいは圧力調整器の作動を制御する等、(3)有機物が多い場合には、例えば、RO排水を回収槽7に注入し希釈したり、紫外線照射を行う等、等々の廃液処理の追加的な処理を決定することができる。つまり、透析装置3の稼動情報を基に廃液処理装置4の処理プロセスを制御することによって、廃液処理装置4において予め追加的処理を準備して作動させておくことによって、洗浄廃液処理を含む廃液処理時間を大幅に短縮することができる。   Specifically, the wastewater treatment device 4 not only controls the supply of RO drainage or the operation of the ozone generator 9 corresponding to the main treatments such as dialysis, water purge and washing in the dialyzer 3, but also in the dialyzer 3. Based on information on the type of dialysis or the amount of treatment, (1) the ozone water or a combination of ozone water and gas phase ozone is selected. For example, the operation of the solenoid valve of each introduction path is controlled according to the increase in the processing amount, and (2) the injection amount of ozone water or vapor phase ozone is increased according to the increase in the processing amount. For example, controlling the operation of the throttle valve or pressure regulator of each introduction path, etc. (3) When there are a lot of organic substances, for example, the RO drainage is injected into the recovery tank 7 for dilution, ultraviolet irradiation, etc. And so on, additional processing of waste liquid processing can be determined. In other words, by controlling the treatment process of the waste liquid treatment device 4 based on the operation information of the dialysis machine 3, the waste liquid treatment apparatus 4 prepares and operates the additional treatment in advance, thereby allowing the waste liquid including the washing waste liquid treatment. Processing time can be greatly reduced.

つまり、廃液処理時間の短縮は、実質的に透析稼働時間を増加させることが可能となり、医療機関における透析施設の水系システムの効率的利用を図ることができる。   That is, shortening the waste liquid treatment time can substantially increase the dialysis operation time, and can efficiently use the water system of the dialysis facility in a medical institution.

また、廃液の適切な希釈等の処理によって中和剤などを不要あるいは低減することができるとともに、不要なRO水の使用を防止することで、システム全体の負荷を大きく低減することができる。   Further, the neutralizing agent and the like can be unnecessary or reduced by processing such as appropriate dilution of the waste liquid, and the load on the entire system can be greatly reduced by preventing unnecessary use of the RO water.

本装置においては、前記配管洗浄を過酢酸系処理剤によって行うことが好適である。ここでいう、過酢酸系処理剤とは、殺菌性の強い過酢酸(CH3COOOH)、炭酸カルシウムの除去能力の高い酢酸(CH3COOH)、殺菌性が強く洗浄能力のある過酸化水素(H22)、および水(H2O)の組合せからなる生分解性を有する除菌・洗浄剤である。 In this apparatus, it is preferable that the pipe cleaning is performed with a peracetic acid processing agent. The peracetic acid-based treating agent mentioned here is peracetic acid (CH 3 COOOH) having a strong bactericidal property, acetic acid (CH 3 COOH) having a high ability to remove calcium carbonate, hydrogen peroxide having a strong bactericidal property and a cleaning ability ( It is a biodegradable disinfectant / cleaning agent comprising a combination of H 2 O 2 ) and water (H 2 O).

洗浄剤として過酢酸系処理剤、例えば、過酸化水素、過酢酸配合の洗浄剤を使用することで、配管系の炭酸カルシウムの洗浄に必要な酢酸洗浄が不要となる。洗浄廃液のpHも廃液処理装置内での透析廃液と混合することにより、排水基準内に抑えることができる。つまり、上述のように透析廃液自体が比較的量的に多く、かつpHが約7.3とアルカリ性を有していることから、洗浄廃液を容易に中和処理することが可能となる。   By using a peracetic acid-based treatment agent such as hydrogen peroxide or a peracetic acid-containing cleaning agent as a cleaning agent, acetic acid cleaning necessary for cleaning calcium carbonate in the piping system becomes unnecessary. The pH of the washing waste liquid can also be suppressed within the drainage standard by mixing with the dialysis waste liquid in the waste liquid treatment apparatus. That is, as described above, the dialysis waste liquid itself has a relatively large amount and has an alkaline pH of about 7.3, so that the washing waste liquid can be easily neutralized.

また、この洗浄剤に含まれる過酸化水素が、廃液処理装置内でBOD減少のための処理に利用することができる。さらにその結果、排水によるコンクリートの腐蝕などの心配がない。特に、洗浄剤自身は、例えばpH2〜4(100倍希釈時pH3〜5)の溶液であるが、生分解性を有し、無害な物質に変換され、中和剤などを用いずに排水のpHを基準内に抑えることができる点において本発明の課題解決に有用である。   Further, the hydrogen peroxide contained in this cleaning agent can be used for processing for reducing BOD in the waste liquid processing apparatus. As a result, there is no concern about corrosion of concrete due to drainage. In particular, the cleaning agent itself is, for example, a solution having a pH of 2 to 4 (pH 3 to 5 when diluted 100 times). However, the cleaning agent is biodegradable and is converted into a harmless substance. This is useful for solving the problems of the present invention in that the pH can be kept within the standard.

本装置では、さらに、本発明者が見出したように、透析廃液(透過液)との混合条件において、以下の各式の反応が促進され、迅速に無害化されることで透析施設の水系システムの稼働率を大幅に上げることができる。つまり、過酢酸系処理剤を用いた場合、洗浄廃液の分解反応に対し、透析廃液に含まれる例えば炭酸水素ナトリウム(NaHCO3)の存在で、加速度的に反応が進むものと発明者は推考している。具体的には、希釈による無害化において、NaHCO3を含まない水溶液との混合に比較して、希釈比率で約60倍効率よく中和・無害化を図ることができる。 In the present apparatus, as found by the present inventor, the reaction of each of the following formulas is promoted and quickly rendered harmless under the mixing conditions with the dialysis waste liquid (permeate), thereby quickly detoxifying the water system of the dialysis facility. The operating rate can be greatly increased. In other words, when using a peracetic acid-based treatment agent, the inventor speculates that the reaction proceeds at an accelerated rate in the presence of, for example, sodium bicarbonate (NaHCO 3 ) contained in the dialysis waste liquid, for the decomposition reaction of the washing waste liquid. ing. Specifically, in detoxification by dilution, neutralization and detoxification can be achieved about 60 times more efficiently at a dilution ratio than mixing with an aqueous solution not containing NaHCO 3 .

式1:過酢酸系処理剤を構成する過酢酸が、酢酸と酸素に分解する反応
CH3COOOH → CH3COOH + 1/2O2
式2:過酢酸系処理剤を構成する過酸化水素が、水と酸素に分解する反応
22 → H2O + 1/2O2
式3:過酢酸系処理剤を構成する酢酸が、二酸化炭素(CO2)と水に分解する反応
CH3COOH + 2O2 → 2CO2 + 2H2
本発明は、こうした特性を応用したもので、過酢酸系処理剤を用いて血液透析装置の配管洗浄を行い、廃液処理装置内での透析廃液と混合することにより洗浄廃液の処理を行うことによって、適切な洗浄機能を果たしながら中和処理手段などの付帯設備を必要とせず、かつ廃液の一元処理が可能な優れた透析施設の水系システムを構成することができる。
Formula 1: Reaction in which peracetic acid constituting a peracetic acid-based treatment agent is decomposed into acetic acid and oxygen
CH 3 COOOH → CH 3 COOH + 1 / 2O 2
Formula 2: Reaction in which hydrogen peroxide that constitutes a peracetic acid-based treatment agent decomposes into water and oxygen
H 2 O 2 → H 2 O + 1 / 2O 2
Formula 3: Reaction in which acetic acid constituting a peracetic acid-based treatment agent is decomposed into carbon dioxide (CO 2 ) and water
CH 3 COOH + 2O 2 → 2CO 2 + 2H 2 O
The present invention is an application of such characteristics, by performing piping cleaning of a hemodialysis apparatus using a peracetic acid-based treatment agent, and processing the cleaning waste liquid by mixing with the dialysis waste liquid in the waste liquid processing apparatus. Thus, it is possible to configure an excellent aqueous system of a dialysis facility that does not require ancillary equipment such as a neutralization treatment means while performing an appropriate cleaning function, and can perform a unified treatment of waste liquid.

さらに、洗浄廃液中の生物系成分は透析廃液と同様の成分であることから、洗浄廃液の処理中であっても、廃液処理装置の本来的機能である透析廃液処理機能が有効に働くことになる。従って、廃液処理装置としては、オゾン注入の停止や別の試薬の注入などの特別な条件変更をせずに、廃液処理機能を維持し、透析廃液と洗浄廃液の両方の処理を、同時にかつ迅速に進行することができる。つまり、透析施設の水系システムとしては、透析廃液処理から洗浄廃液処理への切換えを連続的に行うことが可能となり、処理能力の高い透析施設の水系システムが可能となったものである。   Furthermore, since the biological components in the washing waste liquid are the same components as the dialysis waste liquid, the dialysis waste liquid treatment function, which is the original function of the waste liquid treatment apparatus, works effectively even during the treatment of the washing waste liquid. Become. Therefore, the waste liquid treatment device maintains the waste liquid treatment function without changing the special conditions such as stopping ozone injection or injecting another reagent, and can handle both dialysis waste liquid and washing waste liquid simultaneously and quickly. Can proceed to. In other words, as an aqueous system of the dialysis facility, it is possible to continuously switch from the dialysis waste liquid treatment to the washing waste liquid treatment, and the aqueous system of the dialysis facility having a high treatment capacity can be realized.

従って、医療施設の機械室などに設置可能なコンパクトな設備で、BOD値などの排水の水質管理基準を遵守するとともに、透析後の洗浄処理を短時間で完了し、素早く透析を行うことができる透析施設の水系システムを提供することができる。   Therefore, it is a compact facility that can be installed in a medical facility machine room, etc., complying with water quality management standards such as BOD values, and can complete dialysis quickly in a short time after washing. A water system of a dialysis facility can be provided.

また、本装置は、RO水供給手段から供出されるRO排水を廃液処理装置の処置用水として用いることを特徴とする。   In addition, the present apparatus is characterized in that the RO drainage supplied from the RO water supply means is used as treatment water for the waste liquid treatment apparatus.

透析液の作製においては、RO水を生成してRO水供給手段に供給する必要があるが、逆浸透膜から取出されるRO排水はそのまま、あるいは透析廃液の一部として処理廃棄されていた。本発明では、こうしたRO排水を有効に活用することで、広い概念での透析施設の水系システムの効率化・省資源化を適切に行い、システム全体のコンパクト化を可能としている。従って、現在使用されている外置き或いは埋設タイプの浄化槽に比較して、小型コンパクトで、今まで不可能であった室内設置が可能となり、中和剤・消臭財などの必要のなく、維持管理が容易となる。   In preparation of the dialysate, it is necessary to generate RO water and supply it to the RO water supply means. However, the RO wastewater taken out from the reverse osmosis membrane has been discarded as it is or as part of the dialysate waste liquid. In the present invention, by effectively utilizing such RO drainage, the water system of the dialysis facility in a broad concept is appropriately made efficient and resource-saving, and the entire system can be made compact. Therefore, it is smaller and more compact compared to currently used external or buried type septic tanks, and it can be installed indoors, which was impossible until now, and there is no need for neutralizing agents and deodorizing goods. Management becomes easy.

つまり、RO排水を、廃液の処理時におけるオゾン水の原水あるいは回収槽7や排水槽13への希釈用水として、さらにはオゾン発生装置用の冷媒として利用することによって、RO排水の有効利用を図るとともに、RO水精製手段の負荷の軽減を図ることができる。   That is, the RO drainage is used as raw water of ozone water at the time of waste liquid treatment or as dilution water for the recovery tank 7 and drainage tank 13 and further as a refrigerant for the ozone generator, thereby effectively using the RO drainage. At the same time, the load on the RO water purification means can be reduced.

図1において、オゾン発生器9は、無声放電型や紫外線照射型などが挙げられるが、前者は発生オゾン濃度が高いことから多用される。本装置では、無声放電型によって約数100ppmレベルのオゾン水あるいは数%レベルのオゾンガスを用い、廃液中の有機物等の分解や廃液中の細菌を排除するために必要なオゾンを確保することができる。   In FIG. 1, the ozone generator 9 may be a silent discharge type or an ultraviolet irradiation type. The former is frequently used because the generated ozone concentration is high. In this device, ozone water of about several hundred ppm level or ozone gas of several percent level is used by a silent discharge type, and it is possible to secure ozone necessary for decomposing organic matter in waste liquid and eliminating bacteria in waste liquid. .

反応槽10に設けられる紫外線源としては、150〜300nmの広域発光波長特性を有する紫外線源が好適であり、低圧水銀ランプ、キセノンランプ、重水素ランプなどの紫外線ランプが挙げられる。また、反応槽10の大きさあるいは処理能力に応じて複数本を用いることも可能である。オゾンおよび紫外線の作用により有機物などが迅速に分解され、CODおよびBODの低減や殺菌、さらに気泡の低減を図り、以降の流路における異物の発生を抑制することができる。   As the ultraviolet ray source provided in the reaction vessel 10, an ultraviolet ray source having a wide emission wavelength characteristic of 150 to 300 nm is preferable, and an ultraviolet lamp such as a low pressure mercury lamp, a xenon lamp, or a deuterium lamp can be mentioned. Further, a plurality of reactors can be used depending on the size or processing capacity of the reaction vessel 10. Organic substances and the like are rapidly decomposed by the action of ozone and ultraviolet rays, and COD and BOD can be reduced and sterilized. Further, bubbles can be reduced, and generation of foreign matters in the subsequent flow path can be suppressed.

また、脱気槽11に設けられる紫外線源としては、250〜300nmの狭帯域の発光波長特性を有する紫外線源が好適であり、低圧水銀ランプやキセノンランプなどの紫外線ランプが挙げられ、これに光学フィルタあるいは同性能のガラス体をカバーすることで波長選択性を上げることが可能である。これによって、特定波長域の紫外線を上記排気ガスに照射することによって、オゾンを分解することができ、清浄処理手段12の負荷を大幅に軽減することができる。   Further, as the ultraviolet ray source provided in the deaeration tank 11, an ultraviolet ray source having a light emission wavelength characteristic in a narrow band of 250 to 300 nm is suitable, and examples thereof include an ultraviolet lamp such as a low-pressure mercury lamp and a xenon lamp. It is possible to increase the wavelength selectivity by covering a filter or a glass body having the same performance. Thus, by irradiating the exhaust gas with ultraviolet rays in a specific wavelength region, ozone can be decomposed and the load on the cleaning means 12 can be greatly reduced.

図1には、基本的な処理手段の構成例を示しているが、液体成分の大部分は、溶解オゾンが分解される所定時間貯留され、その後排水される。このとき、廃液処理量あるいは洗浄液Bのオゾン濃度と供給量その他必要に応じて、排水槽13にRO排水などの清浄水を供給し、排液を希釈することによって短時間に排水することが可能となる。また、オゾン発生器および排気の冷却に用いた後の水道水AまたはRO排水を、排水槽13に注入することも好ましい。 Although FIG. 1 shows a configuration example of a basic processing means, most of the liquid component is stored for a predetermined time during which dissolved ozone is decomposed and then drained. At this time, it is possible to drain the wastewater in a short time by supplying clean water such as RO drainage to the drainage tank 13 and diluting the drainage as required according to the ozone concentration and supply amount of the waste liquid treatment amount or the cleaning liquid B and other needs. It becomes. Moreover, it is also preferable to inject the tap water A or the RO drainage after being used for cooling the ozone generator and the exhaust into the drainage tank 13.

また、図1においては、1つの透析装置と1つの廃液処理装置とを組合せ構成例について説明したが、むろん複数の透析装置と1つの廃液処理装置とを組合せも可能である。図3にその構成を例示する。   In addition, in FIG. 1, an example of a combined configuration of one dialysis apparatus and one waste liquid treatment apparatus has been described, but it is possible to combine a plurality of dialysis apparatuses and one waste liquid treatment apparatus. FIG. 3 illustrates the configuration.

図3(A)は、RO水供給手段1からのRO水を用いて各透析装置3a、3b、・・において透析液を作製し、透析後の廃液を一括して処理する構成を例示している。むろん透析を同時に行うだけでなく、各透析装置3a、3b、・・を順次作動する場合を含むことはいうまでもない。   FIG. 3 (A) exemplifies a configuration in which dialysate is prepared in each of the dialysis apparatuses 3a, 3b,... Using RO water from the RO water supply means 1, and waste liquid after dialysis is collectively processed. Yes. Needless to say, not only the dialysis is performed at the same time but also the dialysis apparatuses 3a, 3b,.

図3(B)は、RO水供給手段1からのRO水を用い、1つの透析液作製手段5によって作製した透析液を、各透析装置3’a、3’b、・・に供給し、透析後の廃液を一括して処理する構成を例示している。洗浄液を各透析装置3’a、3’b、・・個別に供給する必要がなく透析液作製手段5を介して一括供給することが可能である。   FIG. 3 (B) uses the RO water from the RO water supply means 1 to supply the dialysate prepared by one dialysate preparation means 5 to each of the dialyzers 3′a, 3′b,. The structure which processes the waste liquid after dialysis collectively is illustrated. It is not necessary to supply the washing liquid to each dialysis apparatus 3 ′ a, 3 ′ b...

以上は、主として透析装置の洗浄を中心に述べたが、同様の技術は、上記に限定されるものでないことはいうまでもない。例えば、内視鏡などの各種医療機器に対しても適用可能である。   Although the above has mainly described washing of a dialysis machine, it goes without saying that the same technique is not limited to the above. For example, the present invention can be applied to various medical devices such as an endoscope.

本発明に係る透析施設の水系システムの1の実施態様を例示する説明図Explanatory drawing which illustrates one embodiment of the water system of a dialysis facility according to the present invention 本発明に係る透析装置および廃液処理装置のプロセスを例示する説明図Explanatory drawing which illustrates the process of the dialysis apparatus and waste liquid processing apparatus which concern on this invention 本発明に係る透析施設の水系システムの他の実施態様を例示する説明図Explanatory drawing illustrating another embodiment of the water system of the dialysis facility according to the present invention 血液透析装置と排水処理ユニットとの組合せの従来の構成を例示する説明図Explanatory drawing illustrating a conventional configuration of a combination of a hemodialysis apparatus and a wastewater treatment unit

符号の説明Explanation of symbols

1 RO水供給手段
2 洗浄液供給手段
3 透析装置
4 廃液処理装置
5 透析液作製手段
6 透析器
7 回収槽
8 圧送ポンプ
9 オゾン発生器
10 反応槽
11 脱気槽
12 清浄処理手段
13 排水槽
DESCRIPTION OF SYMBOLS 1 RO water supply means 2 Washing liquid supply means 3 Dialysis apparatus 4 Waste liquid processing apparatus 5 Dialysate preparation means 6 Dialyzer 7 Recovery tank 8 Pumping pump 9 Ozone generator 10 Reaction tank 11 Deaeration tank 12 Clean processing means 13 Drainage tank

Claims (4)

RO水供給手段、除菌・洗浄液供給手段、透析装置および透析廃液処理装置からなる透析施設の水系システムの廃液処理方法であって、
前記透析装置における透析前の事前の水洗、透析液の導入による液置換、透析後の事後の水洗、前記洗浄液による洗浄、洗浄後の水洗、からなる洗浄プロセス作動中に、
前記透析廃液処理装置に前記透析装置からの透析廃液と洗浄廃液が導入される工程と、前記透析装置の透析廃液の処理と前記透析装置の配管系の除菌・洗浄廃液の処理とを同一処理装置によって行う工程と、廃液処理として、オゾンによる分解処理および紫外線の照射処理を行う工程とを有することによって、前記透析廃液の処理プロセスと配管系の除菌・洗浄廃液の処理プロセスを重複させることを特徴とする透析施設の水系システムの廃液処理方法
A waste liquid treatment method for an aqueous system of a dialysis facility comprising RO water supply means, sterilization / washing liquid supply means, dialysis device, and dialysis waste liquid treatment device,
During the operation of the washing process comprising pre-dialysis in the dialyzer, liquid replacement by introduction of dialysate , post- dialysis post-wash, post- dialysis wash, post-wash water wash,
Same processing as step dialysis waste liquid and the washing waste liquid Ru is introduced from the dialyzer to the dialysate waste liquid treatment apparatus, and a processing piping system decontamination washing waste liquid treatment and the dialyzer the dialysis liquid waste of the dialyzer a row cormorant step by the apparatus, as waste treatment, by having a step of performing decomposition treatment and irradiation treatment UV with ozone, to duplicate processes of disinfection and cleaning waste liquid piping system and processes of the dialysis waste liquid A waste liquid treatment method for an aqueous system of a dialysis facility.
前記配管系の除菌・洗浄を殺菌性の強い過酢酸および殺菌性が強く洗浄能力のある過酸化水素配合の生分解性を有する過酢酸系処理剤によって行うことを特徴とする請求項1記載の透析施設の水系システムの廃液処理方法The sterilization / washing of the piping system is carried out with peracetic acid having a strong bactericidal property and a biodegradable peracetic acid-based treatment agent containing hydrogen peroxide having a strong bactericidal property and a cleaning ability. Wastewater treatment method for water system of dialysis facility in Japan. RO水供給手段から供出されるRO排水をオゾン発生器に導入し、オゾン水を作製するとともに、廃液処理装置の処置用水として用いることを特徴とする請求項1または2記載の透析施設の水系システムの廃液処理方法3. An aqueous system for a dialysis facility according to claim 1 or 2, wherein the RO water supplied from the RO water supply means is introduced into an ozone generator to produce ozone water and used as treatment water for a waste liquid treatment apparatus. Waste liquid treatment method . 前記廃液の処理に際し、前記透析装置の稼動情報を基に廃液処理装置の処理プロセスを制御し、透析・水洗パージ・洗浄の各プロセスに対応したRO排水の供給あるいはオゾンの供給、透析の種類あるいは処理量の情報に基づくオゾン注入量の制御および有機物量の情報に基づくRO排水による希釈や紫外線照射処理の制御を行い、該透析装置と廃液処理装置とが連結して1つのシステムとして稼動することを特徴とする請求項1〜3のいずれかに記載の透析施設の水系システムの廃液処理方法In the treatment of the waste liquid, the treatment process of the waste liquid treatment apparatus is controlled based on the operation information of the dialysis machine, the supply of RO wastewater or ozone supply corresponding to each process of dialysis, water washing purge, and washing, the type of dialysis, or Control the amount of ozone injected based on the information on the amount of treatment, control the dilution with the RO drainage and the ultraviolet irradiation treatment based on the information on the amount of organic matter, and operate the dialyzer and the waste liquid treatment device as one system. The waste liquid treatment method for an aqueous system of a dialysis facility according to any one of claims 1 to 3.
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