JP6969076B2 - Purifying agent for heavy metal-containing aqueous solution, and method for purifying heavy metal-containing aqueous solution - Google Patents
Purifying agent for heavy metal-containing aqueous solution, and method for purifying heavy metal-containing aqueous solution Download PDFInfo
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/58—Treatment of water, waste water, or sewage by removing specified dissolved compounds
- C02F1/62—Heavy metal compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/20—Heavy metals or heavy metal compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
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Description
本発明は、亜鉛、カドミウム等の重金属を含有する水溶液から、当該重金属を除去することを可能にする浄化剤、及びそれを用いた重金属含有水溶液の浄化方法に関するものである。 The present invention relates to a purifying agent that makes it possible to remove the heavy metal from an aqueous solution containing a heavy metal such as zinc and cadmium, and a method for purifying the heavy metal-containing aqueous solution using the same.
亜鉛、カドミウム等の重金属を含有した水溶液は、排水処理設備に送り、例えば、鉄イオンを添加してアルカリ性にし、亜鉛イオン、カドミウムイオン等を鉄イオンやその他含有されるイオンと共に水酸化物として沈殿させるなどの処理を行い、水溶液から分離した後に放流される方法などが行われてきた。 An aqueous solution containing heavy metals such as zinc and cadmium is sent to a wastewater treatment facility, for example, iron ions are added to make it alkaline, and zinc ions, cadmium ions and the like are precipitated as hydroxides together with iron ions and other contained ions. A method has been used in which a treatment such as cadmium is performed, the solution is separated from the aqueous solution, and then the solution is discharged.
亜鉛含有量の排水基準は、従来5mg/Lと定められていたが、水生生物保全の観点から排水基準が強化され、平成18年には2mg/Lに変更されている。しかし、一律排水基準に対応することが著しく困難と認められる10業種に属する特定事業場に対し、暫定排水基準として5mg/Lが適用されてきた。近年、亜鉛の排水基準である2mg/Lが要求されるようになった。 The effluent standard for zinc content was previously set at 5 mg / L, but the effluent standard has been strengthened from the viewpoint of aquatic organism conservation, and was changed to 2 mg / L in 2006. However, 5 mg / L has been applied as a provisional effluent standard to specific business establishments belonging to 10 industries in which it is extremely difficult to comply with the uniform effluent standard. In recent years, the zinc effluent standard of 2 mg / L has been required.
また、カドミウムは非常に有害な重金属であるため、近年、排水基準として0.03mg/L以下が要求されるようになり、排水処理の重要性が高まっている。 In addition, since cadmium is a very harmful heavy metal, in recent years, 0.03 mg / L or less has been required as a wastewater standard, and the importance of wastewater treatment is increasing.
ところで、めっき工場、電子部品・機械部品製造工場、自動車工場、火力発電所、ごみ焼却場等からの排水には、クエン酸、グルコン酸などの有機酸、エチレンジアミン四酢酸(以下、EDTAと略す)、シアン、アミン、アンモニア、硫酸、ポリリン酸等の、亜鉛、カドミウム等の重金属と錯生成能力を持つ化合物が含まれ、上記した水酸化物法では浄化処理できない事例が多くなっている。 By the way, organic acids such as citric acid and gluconic acid and ethylenediaminetetraacetic acid (hereinafter abbreviated as EDTA) are used for wastewater from plating factories, electronic parts / mechanical parts manufacturing factories, automobile factories, thermal power plants, waste incineration plants, etc. , Cyan, amine, ammonia, sulfuric acid, polyphosphate and other heavy metals such as zinc and cadmium and compounds having complex formation ability are included, and there are many cases where purification treatment cannot be performed by the above-mentioned hydroxide method.
これに対し、亜鉛、カドミウム等の重金属と錯生成能力を持つ化合物を化学的に処理した後に、これら重金属を不溶化処理する方法が知られている。しかしながら、例えば、塩素系薬剤による酸化法、電解酸化法、過酸化水素−第一鉄塩法、オゾン酸化法、湿式酸化法等の化学的処理を用いても、共存する重金属元素による酸化反応の阻害、スケールの生成等の問題から、十分な浄化処理が行えない状況である。 On the other hand, there is known a method of chemically treating a compound having a complex formation ability with a heavy metal such as zinc and cadmium, and then insolubilizing these heavy metals. However, even if chemical treatments such as an oxidation method using a chlorine-based chemical, an electrolytic oxidation method, a hydrogen peroxide-ferrous iron salt method, an ozone oxidation method, and a wet oxidation method are used, the oxidation reaction due to the coexisting heavy metal elements can be carried out. Due to problems such as inhibition and scale generation, sufficient purification treatment cannot be performed.
排水中に含まれる各種の重金属元素を除去する技術としては、例えば、無機凝集剤又は有機凝集剤の添加による凝集分離除去法、電解による除去法、活性炭、無機吸着剤又は有機高分子材料による吸着除去法、排水を加熱蒸発させる乾固法、膜を用いた逆浸透法、電気透析又は限外ろ過法等が提案されている。 Techniques for removing various heavy metal elements contained in wastewater include, for example, a coagulation separation / removal method by adding an inorganic coagulant or an organic coagulant, a removal method by electrodialysis, adsorption by activated carbon, an inorganic adsorbent or an organic polymer material. A removal method, a dry solidification method in which wastewater is heated and evaporated, a reverse osmosis method using a membrane, an electrodialysis method, an ultrafiltration method and the like have been proposed.
上記した諸方法を用いた場合であっても、以下のような問題が多々あり、いずれの方法もそれらに対する改善の必要性があった。例えば、
(1)凝集分離除去法では亜鉛を充分に処理できない、
(2)吸着除去法等は、例え亜鉛を吸着できたとしても処理後に多量の固形成分が発生する、
(3)逆浸透法、電気透析又は限外ろ過法等は、排水中に有機物を含有すると除去が困難であり、また、その処理コストが高い、
(4)加熱蒸発による乾固法は、処理法が煩雑かつ処理コストが高い、
等である。
Even when the above-mentioned methods were used, there were many problems such as the following, and all of them needed improvement. for example,
(1) Zinc cannot be sufficiently treated by the coagulation separation and removal method.
(2) In the adsorption removal method, even if zinc can be adsorbed, a large amount of solid components are generated after the treatment.
(3) In the reverse osmosis method, electrodialysis, ultrafiltration method, etc., it is difficult to remove organic substances if they are contained in the wastewater, and the treatment cost is high.
(4) In the dry solidification method by heating and evaporation, the treatment method is complicated and the treatment cost is high.
And so on.
ところで、ジチオカルバミン酸の塩を排水中の重金属処理剤として使用する方法が提案されている(例えば、特許文献1〜4参照)。しかしながら、これら特許文献に記載の方法では、重金属と錯生成能力を持つ化合物を含む重金属含有排水からの、当該重金属の浄化処理効果が十分なものではなかった。 By the way, a method of using a salt of dithiocarbamic acid as a heavy metal treating agent in wastewater has been proposed (see, for example, Patent Documents 1 to 4). However, the methods described in these patent documents do not have a sufficient effect of purifying the heavy metal from the heavy metal-containing wastewater containing a compound having a complex formation ability with the heavy metal.
また、分子内に三つ以上のアミノ基を有するポリアミンと、アミンのカルボジチオ酸塩を含む重金属処理剤が提案されている(例えば、特許文献5参照)。しかしながら、特許文献5に開示されている方法では、亜鉛、カドミウム等の重金属の浄化処理効果は不十分であった。 Further, a heavy metal treatment agent containing a polyamine having three or more amino groups in the molecule and a carbodithioate salt of the amine has been proposed (see, for example, Patent Document 5). However, the method disclosed in Patent Document 5 is insufficient in the purifying effect of heavy metals such as zinc and cadmium.
本発明は上記の課題に鑑みてなされたものであり、その目的は、亜鉛、カドミウム等の重金属を含有する水溶液用の浄化剤を提供すること、及びそれを用いた重金属含有水溶液の浄化方法を提供することである。 The present invention has been made in view of the above problems, and an object thereof is to provide a purifying agent for an aqueous solution containing heavy metals such as zinc and cadmium, and to purify a heavy metal-containing aqueous solution using the same. To provide.
本発明者らは、上記の課題を解決すべく鋭意検討を重ねた結果、本発明の重金属含有水溶液用の浄化剤、及びそれを用いた重金属含有水溶液の浄化方法を見出し、本発明を完成するに至った。 As a result of diligent studies to solve the above problems, the present inventors have found a purifying agent for a heavy metal-containing aqueous solution of the present invention and a method for purifying a heavy metal-containing aqueous solution using the same, and complete the present invention. It came to.
すなわち、本発明は、以下の要旨を有するものである。 That is, the present invention has the following gist.
[1]ジチオカルバミン酸の塩100重量部に対し、重量平均分子量300以上のポリアミンを2〜50重量部含む重金属含有水溶液用の浄化剤。 [1] A purifying agent for a heavy metal-containing aqueous solution containing 2 to 50 parts by weight of a polyamine having a weight average molecular weight of 300 or more with respect to 100 parts by weight of a salt of dithiocarbamic acid.
[2]ジチオカルバミン酸の塩が、1級アミノ基及び2級アミノ基からなる群より選ばれるアミノ基を少なくとも1つ有するアミン化合物と、二硫化炭素と、アルカリ金属水酸化物との反応生成物であることを特徴とする上記[1]に記載の浄化剤。 [2] A reaction product of an amine compound in which a salt of dithiocarbamic acid has at least one amino group selected from the group consisting of a primary amino group and a secondary amino group, carbon disulfide, and an alkali metal hydroxide. The purifying agent according to the above [1], which is characterized by the above.
[3]ジチオカルバミン酸の塩が、1級アミノ基及び2級アミノ基からなる群より選ばれるアミノ基を2つ以上有するアミン化合物と、二硫化炭素と、アルカリ金属水酸化物との反応生成物であることを特徴とする上記[1]に記載の浄化剤。 [3] A reaction product of an amine compound in which a salt of dithiocarbamic acid has two or more amino groups selected from the group consisting of a primary amino group and a secondary amino group, carbon disulfide, and an alkali metal hydroxide. The purifying agent according to the above [1], which is characterized by the above.
[4]ジチオカルバミン酸の塩が、ピペラジン又はテトラエチレンペンタミンと、二硫化炭素と、アルカリ金属水酸化物との反応生成物であることを特徴とする上記[1]に記載の浄化剤。 [4] The purifying agent according to the above [1], wherein the salt of dithiocarbamic acid is a reaction product of piperazine or tetraethylenepentamine, carbon disulfide, and an alkali metal hydroxide.
[5]重量平均分子量300以上のポリアミンが、重量平均分子量300以上のポリエチレンイミンであることを特徴とする上記[1]〜[4]のいずれかに記載の浄化剤。 [5] The purifying agent according to any one of the above [1] to [4], wherein the polyamine having a weight average molecular weight of 300 or more is polyethyleneimine having a weight average molecular weight of 300 or more.
[6]重量平均分子量300以上のポリアミンが、重量平均分子量が1800〜200万のポリエチレンイミンであることを特徴とする上記[1]〜[4]のいずれかに記載の浄化剤。 [6] The purifying agent according to any one of the above [1] to [4], wherein the polyamine having a weight average molecular weight of 300 or more is polyethyleneimine having a weight average molecular weight of 1800 to 2 million.
[7]亜鉛及びカドミウムからなる群より選ばれる少なくとも一種の重金属を含む重金属含有水溶液に、上記[1]〜[6]のいずれかに記載の重金属含有水溶液用の浄化剤を添加した後、生成した固形物を除去することを特徴とする亜鉛含有水溶液の浄化方法。 [7] Generated after adding a purifying agent for a heavy metal-containing aqueous solution according to any one of [1] to [6] above to a heavy metal-containing aqueous solution containing at least one heavy metal selected from the group consisting of zinc and cadmium. A method for purifying a zinc-containing aqueous solution, which comprises removing solid substances.
[8]重金属含有水溶液が、さらに亜鉛又はカドミウムと錯生成能力を持つ化合物を含むことを特徴とする上記[7]に記載の浄化方法。 [8] The purification method according to the above [7], wherein the heavy metal-containing aqueous solution further contains a compound having a complex formation ability with zinc or cadmium.
[9]亜鉛又はカドミウムと錯生成能力を持つ化合物が、カルボキシル基及びアミノ基からなる群より選ばれる官能基を分子内に有する化合物であることを特徴とする上記[8]に記載の浄化方法。 [9] The purification method according to the above [8], wherein the compound having a complexing ability with zinc or cadmium is a compound having a functional group selected from the group consisting of a carboxyl group and an amino group in the molecule. ..
[10]固形物を除去する前に、無機凝集剤を添加することを特徴とする上記[7]〜[9]のいずれかに記載の浄化方法。 [10] The purification method according to any one of the above [7] to [9], wherein an inorganic flocculant is added before the solid matter is removed.
[11]固形物を除去する前に、無機凝集剤及び高分子凝集剤を添加することを特徴とする上記[7]〜[9]のいずれかに記載の浄化方法。 [11] The purification method according to any one of the above [7] to [9], wherein an inorganic flocculant and a polymer flocculant are added before the solid matter is removed.
[12]無機凝集剤が、鉄化合物及びアルミニウム化合物からなる群より選択されることを特徴とする上記[10]又は[11]に記載の浄化方法。 [12] The purification method according to the above [10] or [11], wherein the inorganic flocculant is selected from the group consisting of an iron compound and an aluminum compound.
本発明の重金属水溶液用の浄化剤は、亜鉛の浄化処理が難しい亜鉛含有水溶液(例えば、亜鉛と錯生成能力を持つ化合物、及び亜鉛を含有する水溶液)であっても、亜鉛濃度を2mg/L以下に低減することができ、その除去速度も速い。 The purifying agent for a heavy metal aqueous solution of the present invention has a zinc concentration of 2 mg / L even if it is a zinc-containing aqueous solution (for example, a compound having a zinc complexing ability and an aqueous solution containing zinc), which is difficult to purify zinc. It can be reduced to the following, and its removal speed is also fast.
本発明の重金属水溶液用の浄化剤は、カドミウムの浄化処理が難しいカドミウム含有水溶液(例えば、カドミウムと錯生成能力を持つ化合物、及びカドミウムを含有する水溶液)であっても、カドミウム濃度を0.03mg/L以下に低減でき、その除去速度も速い。 The purifying agent for a heavy metal aqueous solution of the present invention has a cadmium concentration of 0.03 mg even if it is a cadmium-containing aqueous solution (for example, a compound having a cadmium and complex formation ability and an aqueous solution containing cadmium) in which it is difficult to purify cadmium. It can be reduced to / L or less, and its removal speed is fast.
本発明の重金属水溶液用の浄化剤は、亜鉛、カドミウム以外に、鉛、水銀、パラジウム等の重金属を含む水溶液(例えば、石炭火力発電所からの脱硫排水等)であっても、亜鉛濃度を2mg/L以下に低減でき、かつカドミウム濃度を0.03mg/L以下に低減できるとともに、鉛、水銀、パラジウム等の重金属の濃度も大幅に低減できる。 The purifying agent for heavy metal aqueous solution of the present invention has a zinc concentration of 2 mg even in an aqueous solution containing heavy metals such as lead, mercury and palladium (for example, desulfurized wastewater from a coal-fired power plant) in addition to zinc and cadmium. It can be reduced to / L or less, the cadmium concentration can be reduced to 0.03 mg / L or less, and the concentration of heavy metals such as lead, mercury, and palladium can be significantly reduced.
本発明の重金属水溶液用の浄化剤は、重量平均分子量300以上のポリアミンを所定量含有することで、ジチオカルバミン酸塩を含めた薬剤の添加量を低減することができるため、経済的である。 The purifying agent for a heavy metal aqueous solution of the present invention is economical because the amount of a drug including dithiocarbamate can be reduced by containing a predetermined amount of a polyamine having a weight average molecular weight of 300 or more.
以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.
本発明の重金属含有水溶液用の浄化剤は、ジチオカルバミン酸の塩100重量部に対し、重量平均分子量300以上のポリアミンを2〜50重量部含むことを特徴とする。 The purifying agent for a heavy metal-containing aqueous solution of the present invention is characterized by containing 2 to 50 parts by weight of a polyamine having a weight average molecular weight of 300 or more with respect to 100 parts by weight of a salt of dithiocarbamic acid.
ジチオカルバミン酸の塩としては、分子内にジチオカルバミル基を有する化合物であれば特に限定されない。例えば、1級アミノ基及び2級アミノ基からなる群より選ばれるアミノ基を少なくとも1つ有するアミン化合物と、二硫化炭素と、アルカリ金属水酸化物を反応させて得られる化合物が挙げられる。1級アミノ基及び2級アミノ基からなる群より選ばれるアミノ基を2つ以上有するアミン化合物と、二硫化炭素と、アルカリ金属水酸化物を反応させて得られる化合物がより好ましい。 The salt of dithiocarbamic acid is not particularly limited as long as it is a compound having a dithiocarbamyl group in the molecule. For example, an amine compound having at least one amino group selected from the group consisting of a primary amino group and a secondary amino group, and a compound obtained by reacting carbon disulfide with an alkali metal hydroxide can be mentioned. A compound obtained by reacting an amine compound having two or more amino groups selected from the group consisting of a primary amino group and a secondary amino group with carbon disulfide and an alkali metal hydroxide is more preferable.
1級アミノ基及び2級アミノ基からなる群より選ばれるアミノ基を少なくとも1つ有するアミン化合物としては、具体的には、ジエチルアミン、ピペラジン、ジエチレントリアミン、トリエチレンテトラミン、テトラエチレンペンタミン、ペンタエチレンヘキサミン、ヘプタエチレンオクタミン等が例示される。 Specific examples of the amine compound having at least one amino group selected from the group consisting of a primary amino group and a secondary amino group include diethylamine, piperazine, diethylenetriamine, triethylenetetramine, tetraethylenepentamine, and pentaethylenehexamine. , Heptaethyleneoctamine and the like are exemplified.
これらのうち、亜鉛、カドミウムの処理性能、及び化合物としての安定性の点で、ピペラジン又はテトラエチレンペンタミンと、二硫化炭素と、アルカリ金属水酸化物を反応させて得られる化合物が好ましい。ただし、テトラエチレンペンタミンのジチオカルバミン酸の塩は、原料であるテトラエチレンペンタミンが、主成分のリニア体[下記式(1)参照]以外に類縁体[下記式(2)〜(4)参照]を含む組成物のみが工業的に製造されているため、得られるジチオカルバミン酸の塩も組成物となり、品質管理上煩雑になる欠点がある。一方、ピペラジンのジチオカルバミン酸の塩はこのような欠点がなく、特に好ましい。 Of these, a compound obtained by reacting piperazine or tetraethylenepentamine with carbon disulfide and an alkali metal hydroxide is preferable in terms of the treatment performance of zinc and cadmium and the stability as a compound. However, the salt of dithiocarbamate of tetraethylenepentamine is an analog body [see formulas (2) to (4) below) in addition to the linear body [see formula (1) below] whose main component is tetraethylenepentamine, which is the raw material. ] Is industrially produced, so that the obtained salt of dithiocarbamic acid is also a composition, which has a drawback of complicated quality control. On the other hand, the salt of piperazine dithiocarbamic acid is particularly preferable because it does not have such a drawback.
アルカリ金属水酸化物としては、入手が容易な点で、水酸化ナトリウム、水酸化カリウムが特に好ましい。 As the alkali metal hydroxide, sodium hydroxide and potassium hydroxide are particularly preferable because they are easily available.
重量平均分子量300以上のポリアミンとしては、例えば、重量平均分子量300以上のポリエチレンイミン類、重量平均分子量300以上のポリエーテルアミン(ポリプロピレングリコール、ポリエチレングリコール等の末端水酸基を1級アミノ基に変換した化合物)等が挙げられる。これらのうち、亜鉛、カドミウム等の重金属の処理性能の点で、重量平均分子量300以上のポリエチレンイミン類が好ましい。 Examples of polyamines having a weight average molecular weight of 300 or more include polyethyleneimines having a weight average molecular weight of 300 or more and polyetheramines having a weight average molecular weight of 300 or more (polypropylene glycol, polyethylene glycol and other compounds obtained by converting terminal hydroxyl groups into primary amino groups). ) Etc. can be mentioned. Of these, polyethyleneimines having a weight average molecular weight of 300 or more are preferable in terms of processing performance of heavy metals such as zinc and cadmium.
ポリアミンの重量平均分子量としては、亜鉛、カドミウムの処理能力向上の点で1800以上が好ましい。重量平均分子量を1800以上とすることで、ジチオカルバミン酸塩を含めた薬剤使用量を低減できる場合がある。これらのうち、亜鉛、カドミウム等の重金属の処理性能の点で、重量平均分子量1800以上のポリエチレンイミン類がより好ましい。 The weight average molecular weight of the polyamine is preferably 1800 or more in terms of improving the processing capacity of zinc and cadmium. By setting the weight average molecular weight to 1800 or more, the amount of the drug including dithiocarbamate may be reduced. Of these, polyethyleneimines having a weight average molecular weight of 1800 or more are more preferable in terms of processing performance of heavy metals such as zinc and cadmium.
重量平均分子量300以上のポリアミンの添加量は、ジチオカルバミン酸の塩100重量部に対し2〜50重量部であり、好ましくは8〜25重量部である。2重量部以上添加することで、十分な亜鉛の処理能力を得られるが、50重量部よりも過剰に添加した場合は亜鉛、カドミウムの処理効果が低下する。 The amount of the polyamine having a weight average molecular weight of 300 or more is 2 to 50 parts by weight, preferably 8 to 25 parts by weight, based on 100 parts by weight of the salt of dithiocarbamic acid. Sufficient zinc processing capacity can be obtained by adding 2 parts by weight or more, but if it is added in excess of 50 parts by weight, the treatment effect of zinc and cadmium is lowered.
本発明の浄化剤は、亜鉛及びカドミウムからなる群より選ばれる少なくとも一種の重金属を含む重金属含有水溶液の浄化処理に特に有用である。 The purifying agent of the present invention is particularly useful for purifying a heavy metal-containing aqueous solution containing at least one heavy metal selected from the group consisting of zinc and cadmium.
本発明の重金属含有水溶液の浄化方法は、亜鉛及びカドミウムからなる群より選ばれる少なくとも一種の重金属を含む重金属含有水溶液に、上記した本発明の浄化剤を添加した後、生成した固形物を除去することを特徴とする。ここで、生成した固形物には、本発明の浄化剤により固定化された重金属が含まれる。 The method for purifying a heavy metal-containing aqueous solution of the present invention removes the solid matter produced after adding the above-mentioned purifying agent of the present invention to a heavy metal-containing aqueous solution containing at least one heavy metal selected from the group consisting of zinc and cadmium. It is characterized by that. Here, the produced solid contains heavy metals immobilized by the purifying agent of the present invention.
本発明の浄化方法は、亜鉛の処理が難しい亜鉛含有水溶液(例えば、亜鉛と錯生成能力を持つ化合物、及び亜鉛を含有する水溶液)、カドミウムの処理が難しいカドミウム含有水溶液(例えば、カドミウムと錯生成能力を持つ化合物、及びカドミウムを含有する水溶液)に対して特に有効である。 The purification method of the present invention comprises a zinc-containing aqueous solution that is difficult to treat with zinc (for example, a compound having a zinc complexing ability and an aqueous solution containing zinc), and a cadmium-containing aqueous solution that is difficult to treat cadmium (for example, cadmium and complex formation). It is particularly effective against compounds having the ability and aqueous solutions containing cadmium.
亜鉛又はカドミウムと錯生成能力を持つ化合物としては、亜鉛又はカドミウムと錯体を形成する化合物であれば特に限定されない。例えば、分子内にカルボキシル基及びアミノ基からなる群より選ばれる官能基を有する化合物が挙げられる。具体的には、EDTA、ポリ燐酸等が挙げられ、特に亜鉛、カドミウムと強固な錯体を形成する化合物として、EDTAが挙げられる。 The compound having a complex forming ability with zinc or cadmium is not particularly limited as long as it is a compound forming a complex with zinc or cadmium. For example, a compound having a functional group selected from the group consisting of a carboxyl group and an amino group in the molecule can be mentioned. Specific examples thereof include EDTA and polyphosphoric acid, and EDTA is particularly mentioned as a compound forming a strong complex with zinc and cadmium.
重金属含有水溶液中の亜鉛濃度については特に限定するものではないが、排水基準である2mg/Lより高い濃度の亜鉛を含有することが好ましい。 The zinc concentration in the heavy metal-containing aqueous solution is not particularly limited, but it is preferable to contain zinc having a concentration higher than the wastewater standard of 2 mg / L.
また、重金属含有水溶液中の亜鉛濃度については特に限定するものではないが、排水基準である0.03mg/Lより高い濃度のカドミウムを含有することが好ましい。 The zinc concentration in the heavy metal-containing aqueous solution is not particularly limited, but it is preferable to contain cadmium having a concentration higher than the wastewater standard of 0.03 mg / L.
ジチオカルバミン酸の塩と重量平均分子量300以上のポリアミンとを重金属含有水溶液中に別々に添加する場合、添加する順番は特に限定されない。例えば、最初にジチオカルバミン酸の塩を添加し、次に重量平均分子量300以上のポリアミンを添加する方法、先に重量平均分子量300以上のポリアミンを添加し、次にジチオカルバミン酸の塩を添加する方法等が挙げられる。 When the salt of dithiocarbamic acid and the polyamine having a weight average molecular weight of 300 or more are separately added to the heavy metal-containing aqueous solution, the order of addition is not particularly limited. For example, a method of first adding a salt of dithiocarbamic acid and then a polyamine having a weight average molecular weight of 300 or more, a method of first adding a polyamine having a weight average molecular weight of 300 or more, and then a method of adding a salt of dithiocarbamic acid, etc. Can be mentioned.
固形物の除去を速やかに行うために、固形物を除去する前に、凝集剤を添加することが好ましい。凝集剤としては、例えば、無機凝集剤、高分子凝集剤が挙げられ、無機凝集剤と高分子凝集剤を併用することがより好ましい。 In order to quickly remove the solid matter, it is preferable to add a flocculant before removing the solid matter. Examples of the flocculant include an inorganic flocculant and a polymer flocculant, and it is more preferable to use the inorganic flocculant and the polymer flocculant in combination.
無機凝集剤としては、市販されている無機凝集剤を使用でき、特に限定されない。例えば、塩化第二鉄等の鉄化合物、硫酸アルミニウム、ポリ塩化アルミニウム等のアルミニウム化合物、等が挙げられる。 As the inorganic flocculant, a commercially available inorganic flocculant can be used and is not particularly limited. For example, iron compounds such as ferric chloride, aluminum compounds such as aluminum sulfate and polyaluminum chloride, and the like can be mentioned.
重金属含有水溶液が亜鉛又はカドミウムと錯生成能力を持つ化合物を含む場合、無機凝集剤の添加量は、重金属含有水溶液中に含まれる亜鉛又はカドミウムと錯生成能力を持つ化合物の含有量以上とすることが好ましい。無機凝集剤の添加量を亜鉛又はカドミウムと錯生成能力を持つ化合物の含有量以上とすることで、凝集性が増し、処理後の水溶液の亜鉛濃度、カドミウム濃度を排水基準以下に低減することが容易になる。 When the heavy metal-containing aqueous solution contains a compound having a complex-forming ability with zinc or cadmium, the amount of the inorganic flocculant added shall be equal to or greater than the content of the compound having a complex-forming ability with zinc or cadmium contained in the heavy metal-containing aqueous solution. Is preferable. By increasing the amount of the inorganic flocculant added to be equal to or greater than the content of zinc or a compound having the ability to form a complex with cadmium, the cohesiveness can be increased and the zinc concentration and cadmium concentration of the treated aqueous solution can be reduced below the wastewater standard. It will be easier.
重金属含有水溶液中の、亜鉛又はカドミウムと錯生成能力を持つ化合物の含有量は、重金属含有水溶液中の、亜鉛又はカドミウムと錯生成能力を持つ化合物の濃度を、例えば、HPLC、ガスクロマトグラフィー、滴定等の分析を行うことで算出することができる。 The content of the compound having the ability to form a complex with zinc or cadmium in the heavy metal-containing aqueous solution is the concentration of the compound having the ability to form a complex with zinc or cadmium in the heavy metal-containing aqueous solution, for example, HPLC, gas chromatography, titration. It can be calculated by performing an analysis such as.
高分子凝集剤は、市販されている高分子凝集剤を使用でき、特に限定されない。例えば、アクリル酸ポリマー、アクリルアミドポリマー、ジメチルアミノエチルメタアクリレートポリマー等が挙げられる。凝集性能の点で、弱アニオン性のアクリル酸ポリマーが好ましい。固形物を除去する前に高分子凝集剤を添加することで、除去する固形物のハンドリングが容易となる場合がある。 As the polymer flocculant, a commercially available polymer flocculant can be used, and the polymer flocculant is not particularly limited. For example, acrylic acid polymer, acrylamide polymer, dimethylaminoethyl methacrylate polymer and the like can be mentioned. A weak anionic acrylic acid polymer is preferable in terms of aggregation performance. By adding the polymer flocculant before removing the solid matter, the handling of the solid matter to be removed may be facilitated.
無機凝集剤と高分子凝集剤を併用する場合、これらの凝集剤を添加する順番は特に限定されないが、無機凝集剤を添加し、次に高分子凝集剤を添加することが好ましい。 When the inorganic flocculant and the polymer flocculant are used in combination, the order in which these flocculants are added is not particularly limited, but it is preferable to add the inorganic flocculant and then the polymer flocculant.
固形物を除去する方法としては特に限定されず、例えば、ろ過、遠心分離、及び固形物を沈降させた後、上澄み液と分離する方法等が挙げられる。 The method for removing the solid matter is not particularly limited, and examples thereof include filtration, centrifugation, and a method in which the solid matter is settled and then separated from the supernatant liquid.
以下に、本発明を具体的に説明するが、本発明はこれらの実施例により限定して解釈されるものではない。 Hereinafter, the present invention will be specifically described, but the present invention is not limited to these examples.
(分析方法)
水溶液中の重金属イオン濃度(例えば、亜鉛イオン濃度、カドミウムイオン濃度等)は、ICP発光分光分析装置(OPTIsMA3300DV、Perkin Elmaer社製)で測定した。
(Analysis method)
The heavy metal ion concentration (for example, zinc ion concentration, cadmium ion concentration, etc.) in the aqueous solution was measured by an ICP emission spectrophotometer (OPTISMA3300DV, manufactured by Perkin Elmaer).
水溶液中の重金属(例えば、亜鉛、カドミウム等)の除去速度の指標として、浄化処理後の水溶液の上澄み液の透過率を測定した。すなわち、所定時間における透過率が大きい程、薬剤添加によって生成する固形物が速やかに沈降し、水溶液中の重金属の除去速度が大きいことを示す。測定は、透過型デジタルレーザセンサ(LX2―02、キーエンス社製)を用い、以下の計算式から透過率を測定した。 As an index of the removal rate of heavy metals (for example, zinc, cadmium, etc.) in the aqueous solution, the transmittance of the supernatant liquid of the aqueous solution after the purification treatment was measured. That is, it is shown that the larger the transmittance in a predetermined time, the faster the solid matter generated by the addition of the chemical is settled, and the higher the removal rate of heavy metals in the aqueous solution is. For the measurement, a transmissive digital laser sensor (LX2-02, manufactured by KEYENCE CORPORATION) was used, and the transmittance was measured from the following formula.
透過率=浄化処理後の水溶液の上澄み液の受光量(mV)÷純水の受光量(mV)×100(%)。 Transmittance = light receiving amount (mV) of the supernatant liquid of the aqueous solution after purification treatment ÷ light receiving amount of pure water (mV) × 100 (%).
調製例.
実施例、比較例で使用したジチオカルバミン酸の塩は、以下の方法に従って調製した。
Preparation example.
The salt of dithiocarbamic acid used in Examples and Comparative Examples was prepared according to the following method.
(ジチオカルバミン酸の塩Aの調製)
ピペラジン(東ソー社製)112gと純水386gを混合した後、25℃で、窒素気流中で攪拌しながら48重量%水酸化カリウム306g(キシダ化学社製)と二硫化炭素196g(キシダ化学社製)をそれぞれ4分割して交互に滴下した。1時間攪拌し、化学式(5)に示す化合物40重量%を含む水溶液を得た。
(Preparation of salt A of dithiocarbamic acid)
After mixing 112 g of piperazine (manufactured by Tosoh) and 386 g of pure water, 306 g of 48 wt% potassium hydroxide (manufactured by Kishida Chemical Co., Ltd.) and 196 g of carbon disulfide (manufactured by Kishida Chemical Co., Ltd.) while stirring in a nitrogen stream at 25 ° C. ) Was divided into 4 portions and dropped alternately. The mixture was stirred for 1 hour to obtain an aqueous solution containing 40% by weight of the compound represented by the chemical formula (5).
(ジチオカルバミン酸の塩Bの調製)
テトラエチレンペンタミン(東ソー社製)159gと純水331gを混合した後、25℃で、窒素気流中で攪拌しながら48重量%水酸化ナトリウム281g(キシダ化学社製)と二硫化炭素230g(キシダ化学社製)をそれぞれ4分割して交互に滴下した。1時間攪拌し、化学式(6)に示す化合物40重量%を含む水溶液を得た。
(Preparation of salt B of dithiocarbamic acid)
After mixing 159 g of tetraethylenepentamine (manufactured by Tosoh) and 331 g of pure water, 281 g of 48 wt% sodium hydroxide (manufactured by Kishida Chemical Co., Ltd.) and 230 g of carbon disulfide (Kishida) while stirring in a nitrogen stream at 25 ° C. (Manufactured by Kagaku Co., Ltd.) was divided into 4 portions and dropped alternately. The mixture was stirred for 1 hour to obtain an aqueous solution containing 40% by weight of the compound represented by the chemical formula (6).
(ポリアミン)
ポリアミンとして、以下の日本触媒製ポリエチレンイミン類(重量平均分子量1800〜7万)、BASF製ポリエチレンイミン類(重量平均分子量75万〜200万)、ハンツマン社製ポリエーテルアミン、及び東ソー社製トリエチレンテトラミンを使用した。
(Polyamine)
As polyamines, the following polyethyleneimines manufactured by Nippon Catalyst (weight average molecular weight 1,800 to 70,000), polyethyleneimines manufactured by BASF (weight average molecular weight 750,000 to 2 million), polyetheramine manufactured by Huntsman, and triethylene manufactured by Tosoh Co., Ltd. Tetramine was used.
ポリエチレンイミンの重量平均分子量1800品(以下、PEI(1800)と略す)。 A product having a weight average molecular weight of 1800 polyethyleneimine (hereinafter abbreviated as PEI (1800)).
ポリエチレンイミンの重量平均分子量1万品(以下、PEI(1万)と略す)。 Polyethyleneimine has a weight average molecular weight of 10,000 (hereinafter abbreviated as PEI (10,000)).
ポリエチレンイミンの重量平均分子量7万品(以下、PEI(7万)と略す)。 Polyethyleneimine has a weight average molecular weight of 70,000 (hereinafter abbreviated as PEI (70,000)).
ポリエチレンイミンの重量平均分子量75万品(以下、PEI(75万)と略す)。 Weight average molecular weight of polyethyleneimine 750,000 products (hereinafter abbreviated as PEI (750,000)).
ポリエチレンイミンの重量平均分子量200万品(以下、PEI(200万)と略す)。 Weight average molecular weight of polyethyleneimine 2 million products (hereinafter abbreviated as PEI (2 million)).
ポリエーテルアミンの重量平均分子量400品(グレード名、ジェファーミンD−400、以下、D−400と略す)。 400 products with a weight average molecular weight of polyetheramine (grade name, Jeffamine D-400, hereinafter abbreviated as D-400).
ポリエーテルアミンの重量平均分子量3000品(グレード名、ジェファーミンT−3000、以下、T−3000と略す)。 A product having a weight average molecular weight of 3000 (grade name, Jeffamine T-3000, hereinafter abbreviated as T-3000).
トリエチレンテトラミン(重量平均分子量146)(以下、EA(146)と略す)。 Triethylenetetramine (weight average molecular weight 146) (hereinafter abbreviated as EA (146)).
ヘプタエチレンオクタミン(重量平均分子量320)(以下、EA(320)と略す)。 Heptaethylene octamine (weight average molecular weight 320) (hereinafter abbreviated as EA (320)).
(無機凝集剤)
無機凝集剤として、38重量%塩化第二鉄水溶液(キシダ化学社製)、27重量%硫酸アルミニウム水溶液(キシダ化学社製)、及び30重量%ポリ塩化アルミニウム水溶液(キシダ化学社製)を使用した。
(Inorganic flocculant)
As the inorganic flocculant, a 38 wt% ferric chloride aqueous solution (manufactured by Kishida Chemical Co., Ltd.), a 27 wt% aluminum sulfate aqueous solution (manufactured by Kishida Chemical Co., Ltd.), and a 30 wt% polyaluminum chloride aqueous solution (manufactured by Kishida Chemical Co., Ltd.) were used. ..
(高分子凝集剤)
高分子凝集剤として、オルガノ社製OA−23(弱アニオンポリマー)を使用した。
(Polymer flocculant)
OA-23 (weak anion polymer) manufactured by Organo Corporation was used as the polymer flocculant.
実施例1.
500mLビーカーに、ジャーテスター(Jar Tester)を設置し、亜鉛イオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを640mg/L、ポリアミンとしてPEI(1800)を20mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで5分間攪拌した。次いで、高分子凝集剤として0.1重量%OA−23水溶液を2000mg/L加え、50rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるよう調整した。攪拌終了後、10分間静置し、アドバンテック社製5Aのろ紙で水溶液をろ別し、処理後の水溶液の亜鉛濃度を測定した。結果を表1に示す。
Example 1.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of zinc ions and 260 mg / L of EDTA was added. Then, while stirring at 150 rpm, 640 mg / L of salt A of dithiocarbamic acid and 20 mg / L of PEI (1800) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 5 minutes. Next, 2000 mg / L of a 0.1 wt% OA-23 aqueous solution was added as a polymer flocculant, and the mixture was stirred at 50 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the mixture was allowed to stand for 10 minutes, the aqueous solution was filtered off with a 5A filter paper manufactured by Advantech, and the zinc concentration of the treated aqueous solution was measured. The results are shown in Table 1.
実施例2〜19.
添加する薬剤を表1〜表3に示す薬剤に変更する以外、実施例1と同様にして、処理後の水溶液の亜鉛濃度を測定した。これらの結果を表1〜表3に併せて示す。
Examples 2-19.
The zinc concentration of the aqueous solution after the treatment was measured in the same manner as in Example 1 except that the chemicals to be added were changed to the chemicals shown in Tables 1 to 3. These results are also shown in Tables 1 to 3.
実施例1〜5では、処理後の水溶液の亜鉛濃度は2mg/L以下であり、排水基準である2mg/Lを下回っており、亜鉛の処理が十分であった。 In Examples 1 to 5, the zinc concentration of the aqueous solution after the treatment was 2 mg / L or less, which was lower than the wastewater standard of 2 mg / L, and the zinc treatment was sufficient.
実施例6〜19は、ジチオカルバミン酸の塩100重量部に対するポリアミンの重量部を本発明の範囲内で変化させて処理した例である。処理後の水溶液の亜鉛濃度は2mg/L以下であり、排水基準である2mg/Lを下回っており、亜鉛の処理が十分であった。また、ジチオカルバミン酸の塩100重量部に対するポリアミンの重量部には最適な範囲があり、ポリアミンの重量部を増加させれば、処理後の水溶液の亜鉛濃度もそれに応じて低減するわけではないことが分かる。 Examples 6 to 19 are examples of treatment in which the weight part of polyamine with respect to 100 parts by weight of the salt of dithiocarbamic acid is changed within the range of the present invention. The zinc concentration of the aqueous solution after the treatment was 2 mg / L or less, which was lower than the wastewater standard of 2 mg / L, and the zinc treatment was sufficient. Further, there is an optimum range in the weight part of the polyamine with respect to 100 parts by weight of the salt of dithiocarbamic acid, and if the weight part of the polyamine is increased, the zinc concentration of the aqueous solution after the treatment may not be reduced accordingly. I understand.
比較例1.
添加する薬剤を表4に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH10となるよう調整する以外、実施例1と同様にして、処理後の水溶液の亜鉛濃度を測定した。これらの結果を表4に併せて示す。
Comparative example 1.
Zinc in the aqueous solution after treatment was prepared in the same manner as in Example 1 except that the agent to be added was changed to the agent shown in Table 4 and the pH of the aqueous solution was always adjusted to pH 10 with a small amount of hydrochloric acid and sodium hydroxide. The concentration was measured. These results are also shown in Table 4.
比較例2〜8.
添加する薬剤を表4に示す薬剤に変更する以外、実施例1と同様にして、処理後の水溶液の亜鉛濃度を測定した。これらの結果を表4に併せて示す。
Comparative Examples 2-8.
The zinc concentration of the treated aqueous solution was measured in the same manner as in Example 1 except that the chemicals to be added were changed to the chemicals shown in Table 4. These results are also shown in Table 4.
比較例1は、鉄イオンを添加して中和し、亜鉛イオンを鉄イオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液の亜鉛濃度は4.3mg/Lであり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 1 is an example of a conventional treatment method in which iron ions are added to neutralize and zinc ions are precipitated as a hydroxide together with iron ions. The zinc concentration of the aqueous solution after the treatment was 4.3 mg / L, which exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例2〜3は、ポリアミンを添加せずにジチオカルバミン酸の塩Aの添加量を減らした例である。処理後の水溶液の亜鉛濃度は4.1mg/L以上であり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Examples 2 and 3 are examples in which the amount of the salt A of dithiocarbamic acid added was reduced without adding the polyamine. The zinc concentration of the aqueous solution after the treatment was 4.1 mg / L or more, which exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例4は、本発明の範囲外である重量平均分子量146のポリアミンと、ジチオカルバミン酸の塩Aを併用した例であるが、処理後水溶液の亜鉛濃度は5mg/L以上であり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 4 is an example in which a polyamine having a weight average molecular weight of 146, which is outside the scope of the present invention, and a salt A of dithiocarbamic acid are used in combination, but the zinc concentration of the treated aqueous solution is 5 mg / L or more, based on the wastewater standard. It was above a certain 2 mg / L and the zinc treatment was inadequate.
比較例5は、ジチオカルバミン酸の塩Aを添加せずに、ポリアミンとしてPEI(1800)のみを添加し、次に無機凝集剤を添加してpH7で処理した例である。処理後の水溶液の亜鉛濃度は6mg/L以上であり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 5 is an example in which only PEI (1800) was added as a polyamine without adding the salt A of dithiocarbamic acid, and then an inorganic flocculant was added and treated at pH 7. The zinc concentration of the aqueous solution after the treatment was 6 mg / L or more, which exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例6は、ポリアミンを添加せずに、ジチオカルバミン酸の塩Aのみを多量に添加した例である。処理後の水溶液の亜鉛濃度を排水基準である2mg/L以下にするため、高価なジチオカルバミン酸の塩Aを1300mg/Lも添加しており、経済的ではない。 Comparative Example 6 is an example in which only the salt A of dithiocarbamic acid is added in a large amount without adding the polyamine. In order to reduce the zinc concentration of the aqueous solution after treatment to 2 mg / L or less, which is the wastewater standard, 1300 mg / L of expensive dithiocarbamic acid salt A is added, which is not economical.
比較例7は、ジチオカルバミン酸の塩Aと、本発明の範囲を下回る量のPEI(1800)を添加した例である。比較例6に比べてジチオカルバミン酸の塩Aの添加量の削減効果はなかった。 Comparative Example 7 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount below the range of the present invention were added. There was no effect of reducing the amount of the salt A of dithiocarbamic acid added as compared with Comparative Example 6.
比較例8は、ジチオカルバミン酸の塩Aと、本発明の範囲を超える量のPEI(1800)を添加した例である。処理後の水溶液の亜鉛濃度は6.0mg/Lであり、亜鉛の処理性能が大幅に悪化した。 Comparative Example 8 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount exceeding the range of the present invention are added. The zinc concentration of the aqueous solution after the treatment was 6.0 mg / L, and the zinc treatment performance was significantly deteriorated.
比較例6〜比較例8より、ジチオカルバミン酸の塩と併用するポリアミンの量には、亜鉛を処理できる好適な範囲が存在することが分かる。また、本発明の浄化剤は、高価なジチオカルバミン酸の塩Aの添加量を大幅に削減できることが分かる。 From Comparative Examples 6 to 8, it can be seen that the amount of polyamine used in combination with the salt of dithiocarbamic acid has a suitable range in which zinc can be treated. Further, it can be seen that the purifying agent of the present invention can significantly reduce the amount of the expensive dithiocarbamic acid salt A added.
実施例20.
亜鉛と錯生成能力を持つ化合物、及び添加する薬剤を、表5に示す化合物、薬剤に変更する以外、実施例1と同様にして、処理後の水溶液の亜鉛濃度を測定した。これらの結果を表5に併せて示す。
Example 20.
The zinc concentration of the aqueous solution after the treatment was measured in the same manner as in Example 1 except that the compound having the ability to form a complex with zinc and the agent to be added were changed to the compounds and agents shown in Table 5. These results are also shown in Table 5.
比較例9〜10.
亜鉛と錯生成能力を持つ化合物、及び添加する薬剤を、表5に示す化合物、薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH10となるよう調整する以外、実施例1と同様にして、処理後の水溶液の亜鉛濃度を測定した。これらの結果を表5に併せて示す。
Comparative Examples 9 to 10.
Except for changing the compounds having the ability to form complex with zinc and the chemicals to be added to the compounds and chemicals shown in Table 5, and adjusting the pH of the aqueous solution to always be 10 with a small amount of hydrochloric acid and sodium hydroxide. The zinc concentration of the treated aqueous solution was measured in the same manner as in Example 1. These results are also shown in Table 5.
実施例20は、本発明の範囲で薬剤を用いて処理した例であるが、亜鉛の濃度を十分に低減することができた。 Example 20 is an example of treatment with a drug within the scope of the present invention, but the zinc concentration could be sufficiently reduced.
比較例9〜10は、鉄イオンを添加して中和し、亜鉛イオンを鉄イオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液の亜鉛濃度は10mg/Lであり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Examples 9 to 10 are examples of a conventional treatment method in which iron ions are added to neutralize and zinc ions are precipitated as a hydroxide together with iron ions. The zinc concentration of the aqueous solution after the treatment was 10 mg / L, which exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
実施例21.
500mLビーカーにジャーテスター(Jar Tester)を設置し、亜鉛イオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを400mg/L、ポリアミンとしてPEI(1800)を12mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるよう調整した。攪拌終了後、処理後の水溶液を500mLメスシリンダーに移液し、10分間静置後、上澄み100mLを分取して処理後の水溶液の透過率を測定した。また、攪拌終了後、10分間静置した処理後の水溶液を、アドバンテック社製5Aのろ紙でろ別し、亜鉛濃度を測定した。結果を表6に示す。
Example 21.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of zinc ions and 260 mg / L of EDTA was added. Then, while stirring at 150 rpm, 400 mg / L of salt A of dithiocarbamic acid and 12 mg / L of PEI (1800) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the treated aqueous solution was transferred to a 500 mL measuring cylinder, allowed to stand for 10 minutes, and then 100 mL of the supernatant was separated and the transmittance of the treated aqueous solution was measured. Further, after the stirring was completed, the treated aqueous solution that had been allowed to stand for 10 minutes was filtered off with a filter paper of 5A manufactured by Advantech, and the zinc concentration was measured. The results are shown in Table 6.
実施例22〜40.
添加する薬剤を表6、表7に示す薬剤に変更する以外、実施例21と同様にして、処理後の水溶液の透過率、及び亜鉛濃度を測定した。これらの結果を表6、表7に併せて示す。
Examples 22-40.
The transmittance and zinc concentration of the aqueous solution after the treatment were measured in the same manner as in Example 21 except that the chemicals to be added were changed to the chemicals shown in Tables 6 and 7. These results are also shown in Tables 6 and 7.
表6及び表7から明らかなように、実施例21〜40では、処理後水溶液の亜鉛濃度はいずれも排水基準である2.0mg/Lを下回っており、亜鉛の処理が十分であった。また、処理後の水溶液の透過率は、いずれも70%以上であり、亜鉛の除去速度が十分に大きいものであった。 As is clear from Tables 6 and 7, in Examples 21 to 40, the zinc concentration of the treated aqueous solution was lower than the wastewater standard of 2.0 mg / L, and the zinc treatment was sufficient. In addition, the transmittance of the aqueous solution after the treatment was 70% or more, and the zinc removal rate was sufficiently high.
実施例21〜27は、ポリアミンの種類を変化させた例である。ポリアミンの種類によらず、処理後水溶液の亜鉛濃度は、排水基準である2mg/L以下であり、亜鉛の処理が十分であった。また、処理後の水溶液の透過率は、いずれも70%以上であり、亜鉛の除去速度が十分に大きいものであった。 Examples 21 to 27 are examples in which the type of polyamine is changed. Regardless of the type of polyamine, the zinc concentration of the treated aqueous solution was 2 mg / L or less, which is the wastewater standard, and the zinc treatment was sufficient. In addition, the transmittance of the aqueous solution after the treatment was 70% or more, and the zinc removal rate was sufficiently high.
実施例21、28〜33は、ジチオカルバミン酸の塩100重量部に対するポリアミン(PEI(1800))の重量部を本発明の範囲内で変化させて処理した例である。ポリアミンの添加量によらず、処理後水溶液の亜鉛濃度は、排水基準である2mg/L以下であり、亜鉛の処理が十分であった。また、処理後水溶液の透過率は、いずれも70%以上であり、亜鉛の除去速度が十分に大きいものであった。 Examples 21 and 28 to 33 are examples in which 100 parts by weight of a salt of dithiocarbamic acid is treated by changing the weight of polyamine (PEI (1800)) within the range of the present invention. Regardless of the amount of polyamine added, the zinc concentration of the treated aqueous solution was 2 mg / L or less, which is the wastewater standard, and the zinc treatment was sufficient. In addition, the transmittance of the treated aqueous solution was 70% or more, and the zinc removal rate was sufficiently high.
実施例34〜35は、塩化第二鉄の添加量を増やした例である。塩化第二鉄の添加量によらず、処理後の水溶液の亜鉛濃度は、排水基準である2mg/L以下であり、亜鉛の処理が十分であった。また、処理後水溶液の透過率は、いずれも70%以上であり、亜鉛の除去速度が十分に大きいものであった。 Examples 34 to 35 are examples in which the amount of ferric chloride added is increased. Regardless of the amount of ferric chloride added, the zinc concentration of the aqueous solution after the treatment was 2 mg / L or less, which is the wastewater standard, and the zinc treatment was sufficient. In addition, the transmittance of the treated aqueous solution was 70% or more, and the zinc removal rate was sufficiently high.
実施例36〜39は、無機凝集剤として、硫酸アルミニウム水溶液、ポリ塩化アルミニウム水溶液を用いた例である。無機凝集剤の種類によらず、処理後の水溶液の亜鉛濃度は、排水基準である2mg/L以下であり、亜鉛の処理が十分であった。また、処理後の水溶液の透過率は、いずれも78%以上であり、亜鉛の除去速度が十分に大きいものであった。 Examples 36 to 39 are examples in which an aluminum sulfate aqueous solution and a polyaluminum chloride aqueous solution are used as the inorganic flocculant. Regardless of the type of the inorganic flocculant, the zinc concentration of the aqueous solution after the treatment was 2 mg / L or less, which is the wastewater standard, and the zinc treatment was sufficient. In addition, the transmittance of the aqueous solution after the treatment was 78% or more, and the zinc removal rate was sufficiently high.
実施例40は、ジチオカルバミン酸の塩Bを用いた例であるが、処理後の水溶液の亜鉛濃度は排水基準である2.0mg/L以下であり、亜鉛の処理が十分であった。また、処理後の水溶液の透過率は80%であり、亜鉛の除去速度が十分に大きいものであった。 Example 40 is an example using the salt B of dithiocarbamic acid, but the zinc concentration of the aqueous solution after the treatment was 2.0 mg / L or less, which is the wastewater standard, and the zinc treatment was sufficient. Further, the transmittance of the aqueous solution after the treatment was 80%, and the zinc removal rate was sufficiently high.
比較例11.
添加する薬剤を表8に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH10となるよう調整する以外、実施例21と同様にして、処理後の水溶液の透過率、及び亜鉛濃度を測定した。これらの結果を表8に併せて示す。
Comparative Example 11.
The chemicals to be added are changed to the chemicals shown in Table 8, and the pH of the aqueous solution is adjusted to always be 10 by using a small amount of hydrochloric acid and sodium hydroxide, but the permeation of the aqueous solution after the treatment is carried out in the same manner as in Example 21. The rate and zinc concentration were measured. These results are also shown in Table 8.
比較例12〜18.
添加する薬剤を表8に示す薬剤に変更する以外、実施例21と同様にして、処理後の水溶液の透過率、及び亜鉛濃度を測定した。これらの結果を表8に併せて示す。
Comparative Examples 12-18.
The transmittance and zinc concentration of the treated aqueous solution were measured in the same manner as in Example 21 except that the chemicals to be added were changed to the chemicals shown in Table 8. These results are also shown in Table 8.
比較例11は、鉄イオンを添加して中和し、亜鉛イオンを鉄イオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液の透過率は99%であるが、亜鉛濃度が4.3mg/Lであり、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 11 is an example of a conventional treatment method in which iron ions are added to neutralize and zinc ions are precipitated as a hydroxide together with iron ions. The transmittance of the aqueous solution after the treatment was 99%, but the zinc concentration was 4.3 mg / L, which exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例12〜14は、ポリアミンを添加せずにジチオカルバミン酸の塩Aを添加した例である。添加量によらず処理後の水溶液の亜鉛濃度は、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。また、透過率は63%以下とポリアミンを添加した実施例21〜40に比べて低く、亜鉛の除去速度も不十分であった。 Comparative Examples 12 to 14 are examples in which the salt A of dithiocarbamic acid was added without adding the polyamine. The zinc concentration of the aqueous solution after the treatment regardless of the amount added exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient. In addition, the transmittance was 63% or less, which was lower than that of Examples 21 to 40 to which polyamine was added, and the zinc removal rate was insufficient.
比較例15は、ジチオカルバミン酸の塩Aを添加せずに、PEI(1800)のみを添加し、次に無機凝集剤を添加してpH7で処理した例である。処理後の水溶液の透過率は84%であるが、亜鉛濃度が6.2mg/Lであった。すなわち、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 15 is an example in which only PEI (1800) was added without adding the salt A of dithiocarbamic acid, and then an inorganic flocculant was added and treated at pH 7. The transmittance of the aqueous solution after the treatment was 84%, but the zinc concentration was 6.2 mg / L. That is, it exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例16は、本発明の範囲外である重量平均分子量146のポリアミン(EA(146))と、ジチオカルバミン酸の塩Aとを併用した例である。処理後の水溶液の透過率は62%、亜鉛濃度は5.5mg/Lであり、EA(146)を加えなかった比較例15に比べ、亜鉛の処理及び透過率に大きな改善効果は見られなかった。 Comparative Example 16 is an example in which a polyamine (EA (146)) having a weight average molecular weight of 146, which is outside the scope of the present invention, and a salt A of dithiocarbamic acid are used in combination. The transmittance of the aqueous solution after the treatment was 62% and the zinc concentration was 5.5 mg / L, and no significant improvement effect was observed in the zinc treatment and the transmittance as compared with Comparative Example 15 to which EA (146) was not added. rice field.
比較例17は、ジチオカルバミン酸の塩Aと、本発明の範囲を下回る量のPEI(1800)を添加した例である。処理後の水溶液の亜鉛濃度は、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。また、処理後の水溶液の透過率は52%であり、亜鉛の除去速度が不十分であった。 Comparative Example 17 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount below the range of the present invention are added. The zinc concentration of the aqueous solution after the treatment exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient. In addition, the transmittance of the aqueous solution after the treatment was 52%, and the zinc removal rate was insufficient.
比較例18は、ジチオカルバミン酸の塩Aと、本発明の範囲を上回る量のPEI(1800)を添加した例である。処理後の水溶液の亜鉛濃度は6.0mg/Lであり、亜鉛の処理性能が大幅に悪化した。また、処理後の水溶液の透過率は49%あり、亜鉛の除去速度が不十分であった。 Comparative Example 18 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount exceeding the range of the present invention are added. The zinc concentration of the aqueous solution after the treatment was 6.0 mg / L, and the zinc treatment performance was significantly deteriorated. In addition, the transmittance of the aqueous solution after the treatment was 49%, and the zinc removal rate was insufficient.
比較例17及び比較例18から、ジチオカルバミン酸の塩と併用するポリアミンの量には、亜鉛を処理できる好適な範囲が存在することが分かる。 From Comparative Example 17 and Comparative Example 18, it can be seen that the amount of polyamine used in combination with the salt of dithiocarbamic acid has a suitable range in which zinc can be treated.
実施例41.
500mLビーカーにジャーテスター(Jar Tester)を設置し、亜鉛イオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを400mg/L、及びポリアミンとしてPEI(1800)を12mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで5分間攪拌した。次いで、高分子凝集剤として0.1重量%OA−23水溶液を2000mg/L加え、50rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるよう調整した。攪拌終了後、処理後の水溶液を500mLメスシリンダーに移液し、10分間静置後、上澄み100mLを分取して処理後の水溶液の透過率を測定した。また、攪拌終了後、10分間静置した処理後の水溶液を、アドバンテック社製5Aのろ紙でろ別し、亜鉛濃度を測定した。結果を表9に示す。
Example 41.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of zinc ions and 260 mg / L of EDTA was added. Then, while stirring at 150 rpm, 400 mg / L of salt A of dithiocarbamic acid and 12 mg / L of PEI (1800) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 5 minutes. Next, 2000 mg / L of a 0.1 wt% OA-23 aqueous solution was added as a polymer flocculant, and the mixture was stirred at 50 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the treated aqueous solution was transferred to a 500 mL measuring cylinder, allowed to stand for 10 minutes, and then 100 mL of the supernatant was separated and the transmittance of the treated aqueous solution was measured. Further, after the stirring was completed, the treated aqueous solution that had been allowed to stand for 10 minutes was filtered off with a filter paper of 5A manufactured by Advantech, and the zinc concentration was measured. The results are shown in Table 9.
実施例42、比較例20〜21.
添加する薬剤を表9に示す薬剤に変更する以外、実施例41と同様にして、処理後の水溶液の透過率、及び亜鉛濃度を測定した。これらの結果を表9に併せて示す。
Example 42, Comparative Examples 20-21.
The transmittance and zinc concentration of the treated aqueous solution were measured in the same manner as in Example 41 except that the chemicals to be added were changed to the chemicals shown in Table 9. These results are also shown in Table 9.
比較例19.
添加する薬剤を表9に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH10となるよう調整する以外、実施例42と同様にして、処理後の水溶液の透過率、及び亜鉛濃度を測定した。これらの結果を表9に併せて示す。
Comparative Example 19.
Permeation of the aqueous solution after treatment is carried out in the same manner as in Example 42, except that the agent to be added is changed to the agent shown in Table 9 and the pH of the aqueous solution is always adjusted to pH 10 with a small amount of hydrochloric acid and sodium hydroxide. The rate and zinc concentration were measured. These results are also shown in Table 9.
実施例41〜42は、実施例21〜22に高分子凝集剤(OA−23)を添加した例である。処理後の亜鉛濃度は、高分子凝集剤を添加しない場合と同値であったが、透過率は90%以上であった。OA−23を添加した場合、固形物の沈降性が向上する結果となった。 Examples 41 to 42 are examples in which a polymer flocculant (OA-23) is added to Examples 21 to 22. The zinc concentration after the treatment was the same as that in the case where the polymer flocculant was not added, but the transmittance was 90% or more. When OA-23 was added, the sedimentation property of the solid matter was improved.
比較例19は、比較例13に高分子凝集剤(OA−23)を添加した例である。処理後の水溶液の亜鉛濃度はOA−23を添加しない場合と同値であった。すなわち、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 19 is an example in which a polymer flocculant (OA-23) is added to Comparative Example 13. The zinc concentration of the aqueous solution after the treatment was the same as that in the case where OA-23 was not added. That is, it exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例20は、比較例14に高分子凝集剤(OA−23)を多量に添加した例である。処理後の水溶液の亜鉛濃度は4.0mg/L、透過率は65%であり、OA−23を加えなかった比較例14に対し、大きな改善効果は見られなかった。 Comparative Example 20 is an example in which a large amount of the polymer flocculant (OA-23) is added to Comparative Example 14. The zinc concentration of the aqueous solution after the treatment was 4.0 mg / L and the transmittance was 65%, and no significant improvement effect was observed as compared with Comparative Example 14 to which OA-23 was not added.
比較例21は、比較例15に高分子凝集剤(OA−23)を添加した例である。処理後の水溶液の透過率は90%に向上したが、亜鉛濃度はOA−23を添加しない場合と同値であった。すなわち、排水基準である2mg/Lを超過しており、亜鉛の処理が不十分であった。 Comparative Example 21 is an example in which a polymer flocculant (OA-23) is added to Comparative Example 15. The transmittance of the aqueous solution after the treatment was improved to 90%, but the zinc concentration was the same as that in the case where OA-23 was not added. That is, it exceeded the wastewater standard of 2 mg / L, and the zinc treatment was insufficient.
比較例19〜21より、ジチオカルバミン酸の塩と組合せる添加剤として、一般的な高分子凝集剤では処理効果の改善があまり見られず、特定のポリアミンが必要であることが分かる。 From Comparative Examples 19 to 21, it can be seen that, as an additive to be combined with a salt of dithiocarbamic acid, a general polymer flocculant does not show much improvement in the treatment effect, and a specific polyamine is required.
実施例43.
500mLビーカーに、ジャーテスター(Jar Tester)を設置し、カドミウムイオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを400mg/L、ポリアミンとしてEA(320)を12mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで10分間攪拌した。次いで、高分子凝集剤として0.1重量%OA−23水溶液を2000mg/L加え、50rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるように調整した。攪拌終了後、10分間静置し、アドバンテック社製5Aのろ紙で水溶液をろ別し、処理後の水溶液のカドミウム濃度を測定した。結果を表10に示す。
Example 43.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of cadmium ion and 260 mg / L of EDTA was added. Then, while stirring at 150 rpm, 400 mg / L of dithiocarbamic acid salt A and 12 mg / L of EA (320) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 10 minutes. Next, 2000 mg / L of a 0.1 wt% OA-23 aqueous solution was added as a polymer flocculant, and the mixture was stirred at 50 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the mixture was allowed to stand for 10 minutes, the aqueous solution was filtered off with a 5A filter paper manufactured by Advantech, and the cadmium concentration of the treated aqueous solution was measured. The results are shown in Table 10.
実施例44〜55.
添加する薬剤を表10、表11に示す薬剤に変更する以外、実施例44と同様にして、処理後の水溶液のカドミウム濃度を測定した。これらの結果を表10、表11に併せて示す。
Examples 44-55.
The cadmium concentration of the aqueous solution after the treatment was measured in the same manner as in Example 44 except that the chemicals to be added were changed to the chemicals shown in Tables 10 and 11. These results are also shown in Tables 10 and 11.
表10、表11から明らかなように、実施例43〜55では、処理後の水溶液のカドミウム濃度はいずれも0.03mg/L以下であった。すなわち、排水基準である0.03mg/Lを下回っており、カドミウムの処理が十分であった。 As is clear from Tables 10 and 11, in Examples 43 to 55, the cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less. That is, it was below the wastewater standard of 0.03 mg / L, and the treatment of cadmium was sufficient.
実施例43〜46、52〜55は、ポリアミンの種類を変化させた例である。処理後の水溶液のカドミウム濃度はいずれも0.03mg/L以下であり、ポリアミンの種類に関係なくカドミウムの処理効果が得られることが分かる。 Examples 43 to 46 and 52 to 55 are examples in which the type of polyamine is changed. The cadmium concentration of the aqueous solution after the treatment is 0.03 mg / L or less, and it can be seen that the cadmium treatment effect can be obtained regardless of the type of polyamine.
また、実施例43〜46より、重量平均分子量が1800以上のポリエチレンイミンは、重量平均分子量が320のポリアミン(EA(320))に比べ、ジチオカルバミン酸塩を含めた薬剤の添加量を減らすことができることが分かる。 Further, from Examples 43 to 46, polyethyleneimine having a weight average molecular weight of 1800 or more can reduce the amount of the drug including dithiocarbamate added as compared with polyamine (EA (320)) having a weight average molecular weight of 320. I know I can do it.
実施例44、47〜50は、ジチオカルバミン酸の塩100重量部に対するポリアミン[PEI(1800)]の重量部を本発明の範囲内で変化させて処理した例であるが、ポリアミンの添加量を増やすことによって、ジチオカルバミン酸の塩の添加量を減らすことができた。 Examples 44, 47 to 50 are examples in which the weight portion of the polyamine [PEI (1800)] is changed within the range of the present invention with respect to 100 parts by weight of the salt of dithiocarbamic acid, but the amount of the polyamine added is increased. As a result, the amount of dithiocarbamic acid salt added could be reduced.
実施例51は、ジチオカルバミン酸の塩Bを用いた例であるが、処理後水溶液のカドミウム濃度は0.03mg/L以下であり、カドミウムの処理が十分であった。 Example 51 is an example using the salt B of dithiocarbamic acid, but the cadmium concentration of the treated aqueous solution was 0.03 mg / L or less, and the cadmium treatment was sufficient.
比較例22.
添加する薬剤を表12に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH9となるよう調整する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。結果を表12に示す。
Comparative Example 22.
The cadmium in the aqueous solution after treatment is the same as in Example 43, except that the agent to be added is changed to the agent shown in Table 12 and the pH of the aqueous solution is always adjusted to pH 9 with a small amount of hydrochloric acid and sodium hydroxide. The concentration was measured. The results are shown in Table 12.
比較例23〜29.
添加する薬剤を表12に示す薬剤に変更する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。これらの結果を表12に併せて示す。
Comparative Examples 23 to 29.
The cadmium concentration of the treated aqueous solution was measured in the same manner as in Example 43 except that the chemicals to be added were changed to the chemicals shown in Table 12. These results are also shown in Table 12.
比較例22は鉄イオンを添加してアルカリ性にし、カドミウムイオンを鉄イオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液のカドミウム濃度は4mg/L以上であり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Example 22 is an example of a conventional treatment method in which iron ions are added to make it alkaline and cadmium ions are precipitated as a hydroxide together with iron ions. The cadmium concentration of the aqueous solution after the treatment was 4 mg / L or more, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient.
比較例23〜24はジチオカルバミン酸の塩Aを添加せずに、PEI(1800)のみを添加した例である。処理後の水溶液のカドミウム濃度は2.9mg/Lであり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 23 to 24 are examples in which only PEI (1800) was added without adding the salt A of dithiocarbamic acid. The cadmium concentration of the aqueous solution after the treatment was 2.9 mg / L, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient.
比較例25はポリアミンを添加せずに、ジチオカルバミン酸の塩Aのみを320mg/L添加した例である。処理後の水溶液のカドミウム濃度は0.10mg/Lであり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Example 25 is an example in which only the salt A of dithiocarbamic acid was added at 320 mg / L without adding the polyamine. The cadmium concentration of the aqueous solution after the treatment was 0.10 mg / L, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient.
比較例26はジチオカルバミン酸の塩Aと、本発明の範囲外であるEA(146)を添加した例である。処理後の水溶液のカドミウム濃度は0.10mg/Lであり、EA(146)を加えなかった比較例4に比べ、カドミウムの処理に改善効果は見られなかった。 Comparative Example 26 is an example in which salt A of dithiocarbamic acid and EA (146), which is outside the scope of the present invention, are added. The cadmium concentration of the aqueous solution after the treatment was 0.10 mg / L, and no improvement effect was observed in the cadmium treatment as compared with Comparative Example 4 in which EA (146) was not added.
比較例27はジチオカルバミン酸の塩Aと、本発明の範囲を超える量のPEI(1800)を添加した例である。処理後の水溶液のカドミウム濃度は0.81mg/Lであり、カドミウムの処理性能が大幅に低下した。 Comparative Example 27 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount exceeding the range of the present invention are added. The cadmium concentration of the aqueous solution after the treatment was 0.81 mg / L, and the cadmium treatment performance was significantly deteriorated.
比較例28はポリアミンを添加せずに、ジチオカルバミン酸の塩Aを多量に添加した例である。処理後の水溶液のカドミウム濃度を排水基準である0.03mg/L以下にするため、高価なジチオカルバミン酸の塩Aを480mg/Lも添加しており、経済的ではない。 Comparative Example 28 is an example in which a large amount of dithiocarbamic acid salt A is added without adding polyamine. In order to reduce the cadmium concentration of the aqueous solution after treatment to 0.03 mg / L or less, which is the wastewater standard, 480 mg / L of expensive dithiocarbamic acid salt A is added, which is not economical.
比較例29はジチオカルバミン酸の塩Aと、本発明の範囲を下回る量のPEI(1800)を添加した例である。カドミウムの濃度を0.03mg/L以下にするためのジチオカルバミン酸の塩Aの添加量は480mg/Lであり、比較例28に比べてジチオカルバミン酸の塩Aの添加量の削減効果はなかった。 Comparative Example 29 is an example in which salt A of dithiocarbamic acid and PEI (1800) in an amount below the range of the present invention are added. The amount of dithiocarbamate salt A added to reduce the cadmium concentration to 0.03 mg / L or less was 480 mg / L, and there was no effect of reducing the amount of dithiocarbamate salt A added as compared with Comparative Example 28.
比較例27〜29より、ジチオカルバミン酸の塩と併用するポリアミンの量には、カドミウムを処理できる好適な範囲が存在することが分かる。また、本発明の浄化剤は、高価なジチオカルバミン酸の塩Aの添加量を大幅に削減できることが分かる。 From Comparative Examples 27 to 29, it can be seen that the amount of polyamine used in combination with the salt of dithiocarbamic acid has a suitable range in which cadmium can be treated. Further, it can be seen that the purifying agent of the present invention can significantly reduce the amount of the expensive dithiocarbamic acid salt A added.
実施例56.
カドミウムと錯生成能力を持つ化合物、及び添加する薬剤を、表13に示す化合物、及び薬剤に変更する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。結果を表13に示す。
Example 56.
The cadmium concentration of the aqueous solution after the treatment was measured in the same manner as in Example 43, except that the compound having the ability to form a complex with cadmium and the agent to be added were changed to the compound shown in Table 13 and the agent. The results are shown in Table 13.
比較例30〜31.
カドミウムと錯生成能力を持つ化合物、及び添加する薬剤を、表13に示す化合物、及び薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH9となるよう調整する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。結果を表13に併せて示す。
Comparative Examples 30 to 31.
Except for changing the compounds having cadmium and complex formation ability and the chemicals to be added to the compounds and chemicals shown in Table 13, and adjusting the pH of the aqueous solution to always pH 9 with a small amount of hydrochloric acid and sodium hydroxide. The cadmium concentration of the treated aqueous solution was measured in the same manner as in Example 43. The results are also shown in Table 13.
表13から明らかなように、実施例56では、処理後の水溶液のカドミウム濃度はいずれも0.03mg/L以下であった。すなわち、排水基準である0.03mg/Lを下回っており、カドミウムの処理が十分であった。 As is clear from Table 13, in Example 56, the cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less. That is, it was below the wastewater standard of 0.03 mg / L, and the treatment of cadmium was sufficient.
比較例30〜31は鉄イオンを添加してアルカリ性にし、カドミウムイオンを鉄イオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液のカドミウム濃度は1.5mg/L以上であり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 30 to 31 are examples of conventional treatment methods in which iron ions are added to make them alkaline and cadmium ions are precipitated as a hydroxide together with iron ions. The cadmium concentration of the aqueous solution after the treatment was 1.5 mg / L or more, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient.
実施例57〜59.
添加する薬剤を表14に示す薬剤に変更する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。これらの結果を表14に併せて示す。
Examples 57-59.
The cadmium concentration of the treated aqueous solution was measured in the same manner as in Example 43 except that the agent to be added was changed to the agent shown in Table 14. These results are also shown in Table 14.
比較例32〜35.
添加する薬剤を表14に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH9となるよう調整する以外、実施例43と同様にして、処理後の水溶液のカドミウム濃度を測定した。これらの結果を表14に併せて示す。
Comparative Examples 32 to 35.
The agent to be added is changed to the agent shown in Table 14, and the pH of the aqueous solution is adjusted to always be pH 9 with a small amount of hydrochloric acid and sodium hydroxide in the same manner as in Example 43, except that the cadmium in the aqueous solution after treatment is used. The concentration was measured. These results are also shown in Table 14.
表14から明らかなように、実施例57〜59では、処理後の水溶液のカドミウム濃度はいずれも0.03mg/L以下であった。すなわち、排水基準である0.03mg/Lを下回っており、カドミウムの処理が十分であった。 As is clear from Table 14, in Examples 57 to 59, the cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less. That is, it was below the wastewater standard of 0.03 mg / L, and the treatment of cadmium was sufficient.
比較例32〜35はアルミニウムイオンを添加してアルカリ性にし、カドミウムイオンをアルミニウムイオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後水溶液のカドミウム濃度はいずれも5.8mg/L以上であり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 32 to 35 are examples of conventional treatment methods in which aluminum ions are added to make them alkaline and cadmium ions are precipitated as hydroxides together with aluminum ions. The cadmium concentration of the treated aqueous solution was 5.8 mg / L or more, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient.
実施例60.
500mLビーカーにジャーテスター(Jar Tester)を設置し、カドミウムイオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを400mg/L、ポリアミンとしてEA(320)を12mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで10分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるように調整した。攪拌終了後、処理後の水溶液を500mLメスシリンダーに移液し、10分間静置後、上澄み100mLを分取して処理後の水溶液の透過率を測定した。また、攪拌終了後、10分間静置した処理後の水溶液を、アドバンテック社製5Aのろ紙でろ別し、カドミウム濃度を測定した。結果を表15に示す。
Example 60.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of cadmium ion and 260 mg / L of EDTA was added. Then, while stirring at 150 rpm, 400 mg / L of dithiocarbamic acid salt A and 12 mg / L of EA (320) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 10 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the treated aqueous solution was transferred to a 500 mL measuring cylinder, allowed to stand for 10 minutes, and then 100 mL of the supernatant was separated and the transmittance of the treated aqueous solution was measured. Further, after the stirring was completed, the treated aqueous solution that had been allowed to stand for 10 minutes was filtered off with a filter paper of 5A manufactured by Advantech, and the cadmium concentration was measured. The results are shown in Table 15.
実施例61〜74.
添加する薬剤を表15、表16に示す薬剤に変更する以外、実施例60と同様にして、処理後の水溶液の透過率、及びカドミウム濃度を測定した。これらの結果を表15、表16に併せて示す。
Examples 61-74.
The transmittance and cadmium concentration of the treated aqueous solution were measured in the same manner as in Example 60 except that the chemicals to be added were changed to the chemicals shown in Tables 15 and 16. These results are also shown in Tables 15 and 16.
これらの結果を表15、表16に併せて示す。 These results are also shown in Tables 15 and 16.
表15、表16から明らかなように、実施例60〜74では、処理後の水溶液のカドミウム濃度がいずれも排水基準である0.03mg/Lを下回っており、カドミウムの処理が十分であった。また、処理後水溶液の透過率は、いずれも80%以上であり、カドミウムの除去速度が十分に大きいものであった。 As is clear from Tables 15 and 16, in Examples 60 to 74, the cadmium concentration of the aqueous solution after the treatment was both below the wastewater standard of 0.03 mg / L, and the cadmium treatment was sufficient. .. In addition, the transmittance of the treated aqueous solution was 80% or more, and the cadmium removal rate was sufficiently high.
実施例60〜67は、ポリアミンの種類を変化させた例である。ポリアミンの種類によらず処理後の水溶液のカドミウム濃度は0.03mg/L以下とカドミウムの処理が十分であった。また、処理後の水溶液の透過率はいずれも80%以上であり、カドミウムの除去速度が十分に大きいものであった。 Examples 60 to 67 are examples in which the type of polyamine is changed. The cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less regardless of the type of polyamine, and the cadmium treatment was sufficient. In addition, the transmittance of the aqueous solution after the treatment was 80% or more, and the cadmium removal rate was sufficiently high.
実施例63、68〜71は、ジチオカルバミン酸の塩A100重量部に対するポリアミン(PEI(1800))の重量部を、本発明の範囲内で変化させて処理した例である。処理後の水溶液のカドミウム濃度は、ポリアミンの添加量によらず、排水基準である0.03mg/L以下とカドミウムの処理が十分であった。また、処理後の水溶液の透過率は、いずれも81%であり、カドミウムの除去速度が十分に大きいものであった。 Examples 63, 68 to 71 are examples in which the weight of polyamine (PEI (1800)) is changed within the range of the present invention with respect to 100 parts by weight of the salt A of dithiocarbamic acid. The cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less, which is the wastewater standard, regardless of the amount of polyamine added, and the cadmium treatment was sufficient. The transmittance of the aqueous solution after the treatment was 81%, and the cadmium removal rate was sufficiently high.
実施例72は、ジチオカルバミン酸の塩Bを用いた例である。処理後の水溶液のカドミウム濃度は0.03mg/L以下とカドミウムの処理が十分であった。また、処理後の水溶液の透過率は93%であり、カドミウムの除去速度が十分に大きいものであった。 Example 72 is an example using the salt B of dithiocarbamic acid. The cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less, and the cadmium treatment was sufficient. The transmittance of the aqueous solution after the treatment was 93%, and the cadmium removal rate was sufficiently high.
実施例73、74は、無機凝集剤として硫酸アルミニウム水溶液、ポリ塩化アルミニウム水溶液を用いた例である。処理後の水溶液のカドミウム濃度は、無機凝集剤の種類によらず、0.03mg/L以下とカドミウムの処理が十分であった。また、処理後の水溶液の透過率は89%、90%であり、カドミウムの除去速度が十分に大きいものであった。 Examples 73 and 74 are examples in which an aluminum sulfate aqueous solution and a polyaluminum chloride aqueous solution are used as the inorganic flocculants. The cadmium concentration of the aqueous solution after the treatment was 0.03 mg / L or less regardless of the type of the inorganic flocculant, and the cadmium treatment was sufficient. The transmittance of the aqueous solution after the treatment was 89% and 90%, and the cadmium removal rate was sufficiently high.
比較例36〜38.
添加する薬剤を表17に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH9となるよう調整する以外、実施例60と同様にして、処理後の水溶液の透過率、及びカドミウム濃度を測定した。これらの結果を表17に併せて示す。
Comparative Examples 36 to 38.
Permeation of the aqueous solution after treatment is carried out in the same manner as in Example 60, except that the agent to be added is changed to the agent shown in Table 17 and the pH of the aqueous solution is always adjusted to pH 9 with a small amount of hydrochloric acid and sodium hydroxide. The rate and cadmium concentration were measured. These results are also shown in Table 17.
比較例39〜44.
添加する薬剤を表17に示す薬剤に変更する以外、実施例60と同様にして、処理後の水溶液の透過率、及びカドミウム濃度を測定した。これらの結果を表17に併せて示す。
Comparative Examples 39 to 44.
The transmittance and cadmium concentration of the treated aqueous solution were measured in the same manner as in Example 60 except that the chemicals to be added were changed to the chemicals shown in Table 17. These results are also shown in Table 17.
比較例36〜38は、鉄イオン、又はアルミニウムイオンを添加してアルカリ性にし、カドミウムイオンを鉄イオン、又はアルミニウムイオンと共に水酸化物として沈殿させる従来の処理方法の例である。処理後の水溶液の透過率は90%以上であるが、カドミウム濃度は4mg/L以上であった。すなわち、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 36 to 38 are examples of a conventional treatment method in which iron ions or aluminum ions are added to make them alkaline, and cadmium ions are precipitated as a hydroxide together with iron ions or aluminum ions. The transmittance of the aqueous solution after the treatment was 90% or more, but the cadmium concentration was 4 mg / L or more. That is, it exceeded the wastewater standard of 0.03 mg / L, and the treatment of cadmium was insufficient.
比較例39は、ポリアミンを添加せずに、ジチオカルバミン酸の塩Aのみを320mg/L添加した例である。処理後の水溶液のカドミウム濃度は0.10mg/Lであり、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。また、処理後の水溶液の透過率は68%であり、ポリアミンを添加した実施例61〜75に比べ、カドミウムの除去速度が不十分であった。 Comparative Example 39 is an example in which only the salt A of dithiocarbamic acid was added at 320 mg / L without adding the polyamine. The cadmium concentration of the aqueous solution after the treatment was 0.10 mg / L, which exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient. In addition, the transmittance of the aqueous solution after the treatment was 68%, and the removal rate of cadmium was insufficient as compared with Examples 61 to 75 to which polyamine was added.
比較例40〜41は、ジチオカルバミン酸の塩Aを添加せずに、PEI(1800)のみを添加し、次に無機凝集剤を添加してpH7で処理した例である。処理後の水溶液の透過率は、80%以上であるが、処理後の水溶液のカドミウム濃度は2.9mg/Lであった。すなわち、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 40 to 41 are examples in which only PEI (1800) was added without adding the salt A of dithiocarbamic acid, and then an inorganic flocculant was added and treated at pH 7. The transmittance of the aqueous solution after the treatment was 80% or more, but the cadmium concentration of the aqueous solution after the treatment was 2.9 mg / L. That is, it exceeded the wastewater standard of 0.03 mg / L, and the treatment of cadmium was insufficient.
比較例42は、本発明の範囲外である重量平均分子量146のポリアミンと、ジチオカルバミン酸の塩Aとを併用した例である。処理後の水溶液のカドミウム濃度は0.10mg/Lであり、ポリアミンを加えなかった比較例39に比べ、カドミウムの処理量、及び透過率(すなわち、カドミウムの除去速度)に改善効果は見られなかった。 Comparative Example 42 is an example in which a polyamine having a weight average molecular weight of 146, which is outside the scope of the present invention, and a salt A of dithiocarbamic acid are used in combination. The cadmium concentration of the aqueous solution after the treatment was 0.10 mg / L, and no improvement effect was observed in the cadmium treatment amount and the transmittance (that is, the cadmium removal rate) as compared with Comparative Example 39 to which no polyamine was added. rice field.
比較例43は、ジチオカルバミン酸の塩Aと、本発明の範囲を下回る量のポリアミンを添加した例である。処理後の水溶液のカドミウム濃度は、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。また、処理後の水溶液の透過率は68%であり、本発明の範囲内の量でポリアミンを添加した実施例61〜75に比べ、カドミウムの除去速度が不十分であった。 Comparative Example 43 is an example in which the salt A of dithiocarbamic acid and the polyamine in an amount below the range of the present invention are added. The cadmium concentration of the aqueous solution after the treatment exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient. Further, the transmittance of the aqueous solution after the treatment was 68%, and the removal rate of cadmium was insufficient as compared with Examples 61 to 75 in which the polyamine was added in an amount within the range of the present invention.
比較例44は、ジチオカルバミン酸の塩Aと、本発明の範囲を上回る量のポリアミンを添加した例である。処理後の水溶液のカドミウム濃度は、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。また、処理後の水溶液の透過率は45%であり、本発明の範囲内の量でポリアミンを添加した実施例61〜75に比べ、固形物の沈降性が大幅に悪化した。 Comparative Example 44 is an example in which salt A of dithiocarbamic acid and a polyamine in an amount exceeding the range of the present invention are added. The cadmium concentration of the aqueous solution after the treatment exceeded the wastewater standard of 0.03 mg / L, and the cadmium treatment was insufficient. Further, the transmittance of the aqueous solution after the treatment was 45%, and the sedimentation property of the solid matter was significantly deteriorated as compared with Examples 61 to 75 in which the polyamine was added in an amount within the range of the present invention.
比較例43及び比較例44から、ジチオカルバミン酸の塩と併用するポリアミンの量には、カドミウムを処理できる好適な範囲が存在することが分かる。 From Comparative Example 43 and Comparative Example 44, it can be seen that the amount of polyamine used in combination with the salt of dithiocarbamic acid has a suitable range in which cadmium can be treated.
実施例75.
500mLビーカーにジャーテスター(Jar Tester)を設置し、カドミウムイオン10mg/LとEDTA260mg/Lを含む水溶液を500mL添加した。150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを320mg/L、ポリアミンとしてPEI(1800)を10mg/L加え、150rpmで10分間攪拌した。次いで、38重量%塩化第二鉄水溶液を800mg/L加え、150rpmで10分間攪拌した。次いで、高分子凝集剤として0.1重量%OA−23水溶液を2000mg/L加え、50rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるよう調整した。攪拌終了後、処理後の水溶液を500mLメスシリンダーに移液し、10分間静置後、上澄み100mLを分取して処理後の水溶液の透過率を測定した。また、攪拌終了後、10分間静置した処理後の水溶液を、アドバンテック社製5Aのろ紙でろ別し、カドミウム濃度を測定した。結果を表18に示す。
Example 75.
A Jar Tester was placed in a 500 mL beaker, and 500 mL of an aqueous solution containing 10 mg / L of cadmium ion and 260 mg / L of EDTA was added. While stirring at 150 rpm, 320 mg / L of salt A of dithiocarbamic acid and 10 mg / L of PEI (1800) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 800 mg / L of a 38 wt% ferric chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 10 minutes. Next, 2000 mg / L of a 0.1 wt% OA-23 aqueous solution was added as a polymer flocculant, and the mixture was stirred at 50 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the treated aqueous solution was transferred to a 500 mL measuring cylinder, allowed to stand for 10 minutes, and then 100 mL of the supernatant was separated and the transmittance of the treated aqueous solution was measured. Further, after the stirring was completed, the treated aqueous solution that had been allowed to stand for 10 minutes was filtered off with a filter paper of 5A manufactured by Advantech, and the cadmium concentration was measured. The results are shown in Table 18.
実施例76〜77.
添加する薬剤を表18に示す薬剤に変更する以外、実施例75と同様にして、処理後の水溶液の透過率、及びカドミウム濃度を測定した。これらの結果を表18に併せて示す。
Examples 76-77.
The transmittance and cadmium concentration of the treated aqueous solution were measured in the same manner as in Example 75, except that the chemicals to be added were changed to the chemicals shown in Table 18. These results are also shown in Table 18.
比較例45〜47.
添加する薬剤を表18に示す薬剤に変更し、水溶液のpHを微量の塩酸及び水酸化ナトリウムを用いて常にpH9となるよう調整する以外、実施例75と同様にして、処理後の水溶液の透過率、及びカドミウム濃度を測定した。これらの結果を表18に併せて示す。
Comparative Examples 45 to 47.
Permeation of the aqueous solution after treatment is carried out in the same manner as in Example 75, except that the agent to be added is changed to the agent shown in Table 18 and the pH of the aqueous solution is always adjusted to pH 9 with a small amount of hydrochloric acid and sodium hydroxide. The rate and cadmium concentration were measured. These results are also shown in Table 18.
実施例75は、実施例63にさらに高分子凝集剤(OA−23)を添加した例である。処理後の水溶液のカドミウム濃度は、高分子凝集剤を添加しない場合と同値であったが、透過率は90%に向上した。 Example 75 is an example in which a polymer flocculant (OA-23) is further added to Example 63. The cadmium concentration of the aqueous solution after the treatment was the same as that in the case where the polymer flocculant was not added, but the transmittance was improved to 90%.
実施例76は、実施例75のジチオカルバミン酸の塩A及びPEI(1800)の添加量を減らした例である。処理後の水溶液のカドミウム濃度、透過率は実施例75と同値であった。 Example 76 is an example in which the amount of the dithiocarbamate salt A and PEI (1800) added in Example 75 is reduced. The cadmium concentration and transmittance of the aqueous solution after the treatment were the same as those of Example 75.
実施例77は、実施例73にさらに高分子凝集剤を添加した例である。処理後の水溶液のカドミウム濃度は、高分子凝集剤を添加しない場合と同値であったが、透過率は93%に向上した。 Example 77 is an example in which a polymer flocculant is further added to Example 73. The cadmium concentration of the aqueous solution after the treatment was the same as that in the case where the polymer flocculant was not added, but the transmittance was improved to 93%.
比較例45〜47は、比較例36〜38にさらに高分子凝集剤を添加した例である。処理後の水溶液のカドミウム濃度は、高分子凝集剤を添加しない場合と同値で4mg/L以上であった。すなわち、排水基準である0.03mg/Lを超過しており、カドミウムの処理が不十分であった。 Comparative Examples 45 to 47 are examples in which a polymer flocculant is further added to Comparative Examples 36 to 38. The cadmium concentration of the aqueous solution after the treatment was 4 mg / L or more, which was the same value as when the polymer flocculant was not added. That is, it exceeded the wastewater standard of 0.03 mg / L, and the treatment of cadmium was insufficient.
実施例78.
500mLビーカーにジャーテスター(Jar Tester)を設置し、石炭火力発電所の脱硫排水を500mL添加した。次いで、150rpmで攪拌しながら、ジチオカルバミン酸の塩Aを9.7mg/L、ポリアミンとしてPEI(1万)を0.3mg/L加え、150rpmで10分間攪拌した。次いで30重量%ポリ塩化アルミニウム水溶液を1000mg/L加え、150rpmで5分間攪拌した。次いで、高分子凝集剤として0.1重量%OA−23水溶液を2000mg/L加え、50rpmで5分間攪拌した。水溶液のpHは、微量の塩酸及び水酸化ナトリウムを用いて、常にpH7となるように調整した。攪拌終了後、10分間静置し、アドバンテック社製5Aのろ紙で水溶液をろ別し、処理後の水溶液の重金属濃度を測定した。結果を表19に示す。
Example 78.
A Jar Tester was installed in a 500 mL beaker, and 500 mL of desulfurized wastewater from a coal-fired power plant was added. Then, while stirring at 150 rpm, 9.7 mg / L of salt A of dithiocarbamic acid and 0.3 mg / L of PEI (10,000) as a polyamine were added, and the mixture was stirred at 150 rpm for 10 minutes. Then, 1000 mg / L of a 30 wt% polyaluminum chloride aqueous solution was added, and the mixture was stirred at 150 rpm for 5 minutes. Next, 2000 mg / L of a 0.1 wt% OA-23 aqueous solution was added as a polymer flocculant, and the mixture was stirred at 50 rpm for 5 minutes. The pH of the aqueous solution was adjusted to always be pH 7 using a small amount of hydrochloric acid and sodium hydroxide. After the stirring was completed, the mixture was allowed to stand for 10 minutes, the aqueous solution was filtered off with a 5A filter paper manufactured by Advantech, and the heavy metal concentration of the treated aqueous solution was measured. The results are shown in Table 19.
実施例79.
石炭火力発電所の脱硫排水を表19に示す脱硫排水に変更する以外、実施例78と同様にして、処理後の水溶液の重金属濃度を測定した。結果を表19に併せて示す。
Example 79.
The heavy metal concentration of the treated aqueous solution was measured in the same manner as in Example 78, except that the desulfurized wastewater from the coal-fired power plant was changed to the desulfurized wastewater shown in Table 19. The results are also shown in Table 19.
実施例78、実施例79は、石炭火力発電所の脱硫排水中に本発明の範囲で薬剤を添加して処理した例である。処理後の水溶液の亜鉛濃度は0.1mg/L未満、かつカドミウム濃度は0.03mg/L未満であり、さらに他の重金属類も排水基準以下に処理できた。すなわち、本発明の浄化剤は重金属を含有する実排水の浄化に有効であることを確認することができた。 Examples 78 and 79 are examples in which a chemical is added to the desulfurized wastewater of a coal-fired power plant within the scope of the present invention for treatment. The zinc concentration of the aqueous solution after the treatment was less than 0.1 mg / L, the cadmium concentration was less than 0.03 mg / L, and other heavy metals could be treated below the wastewater standard. That is, it was confirmed that the purifying agent of the present invention is effective in purifying actual wastewater containing heavy metals.
なお、各重金属の排水基準は、鉛<0.1mg/L、水銀<0.005mg/Lである。 The wastewater standards for each heavy metal are lead <0.1 mg / L and mercury <0.005 mg / L.
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