JP6503898B2 - Processing method of incineration ash - Google Patents
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- JP6503898B2 JP6503898B2 JP2015110845A JP2015110845A JP6503898B2 JP 6503898 B2 JP6503898 B2 JP 6503898B2 JP 2015110845 A JP2015110845 A JP 2015110845A JP 2015110845 A JP2015110845 A JP 2015110845A JP 6503898 B2 JP6503898 B2 JP 6503898B2
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- 238000003672 processing method Methods 0.000 title claims 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 71
- 238000000034 method Methods 0.000 claims description 46
- 239000002002 slurry Substances 0.000 claims description 39
- 239000006228 supernatant Substances 0.000 claims description 37
- 239000007788 liquid Substances 0.000 claims description 30
- 229910052801 chlorine Inorganic materials 0.000 claims description 26
- 239000002253 acid Substances 0.000 claims description 25
- 238000000926 separation method Methods 0.000 claims description 21
- 239000004568 cement Substances 0.000 claims description 20
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 claims description 18
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 18
- 239000002994 raw material Substances 0.000 claims description 17
- 239000000706 filtrate Substances 0.000 claims description 14
- 229920000642 polymer Polymers 0.000 claims description 10
- 239000000126 substance Substances 0.000 claims description 10
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 claims description 8
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 claims description 8
- 239000000292 calcium oxide Substances 0.000 claims description 7
- 239000000701 coagulant Substances 0.000 claims description 7
- 239000003638 chemical reducing agent Substances 0.000 claims description 6
- 238000004065 wastewater treatment Methods 0.000 claims description 6
- 229910018072 Al 2 O 3 Inorganic materials 0.000 claims description 5
- 229910004298 SiO 2 Inorganic materials 0.000 claims description 5
- 229910021578 Iron(III) chloride Inorganic materials 0.000 claims description 4
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 claims description 4
- 229910000147 aluminium phosphate Inorganic materials 0.000 claims description 4
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 claims description 4
- 229910017604 nitric acid Inorganic materials 0.000 claims description 4
- GEHJYWRUCIMESM-UHFFFAOYSA-L sodium sulfite Chemical compound [Na+].[Na+].[O-]S([O-])=O GEHJYWRUCIMESM-UHFFFAOYSA-L 0.000 claims description 4
- DWAQJAXMDSEUJJ-UHFFFAOYSA-M Sodium bisulfite Chemical compound [Na+].OS([O-])=O DWAQJAXMDSEUJJ-UHFFFAOYSA-M 0.000 claims description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 3
- 238000001914 filtration Methods 0.000 claims description 3
- 235000010267 sodium hydrogen sulphite Nutrition 0.000 claims description 3
- 229960002089 ferrous chloride Drugs 0.000 claims description 2
- 239000011790 ferrous sulphate Substances 0.000 claims description 2
- 235000003891 ferrous sulphate Nutrition 0.000 claims description 2
- NMCUIPGRVMDVDB-UHFFFAOYSA-L iron dichloride Chemical compound Cl[Fe]Cl NMCUIPGRVMDVDB-UHFFFAOYSA-L 0.000 claims description 2
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims description 2
- RUTXIHLAWFEWGM-UHFFFAOYSA-H iron(3+) sulfate Chemical compound [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 claims description 2
- 229910000359 iron(II) sulfate Inorganic materials 0.000 claims description 2
- 229910000360 iron(III) sulfate Inorganic materials 0.000 claims description 2
- 239000013049 sediment Substances 0.000 claims description 2
- 235000010265 sodium sulphite Nutrition 0.000 claims description 2
- HGUFODBRKLSHSI-UHFFFAOYSA-N 2,3,7,8-tetrachloro-dibenzo-p-dioxin Chemical compound O1C2=CC(Cl)=C(Cl)C=C2OC2=C1C=C(Cl)C(Cl)=C2 HGUFODBRKLSHSI-UHFFFAOYSA-N 0.000 claims 1
- 239000002956 ash Substances 0.000 description 86
- KVGZZAHHUNAVKZ-UHFFFAOYSA-N 1,4-Dioxin Chemical compound O1C=COC=C1 KVGZZAHHUNAVKZ-UHFFFAOYSA-N 0.000 description 27
- 239000000460 chlorine Substances 0.000 description 26
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 22
- 150000002013 dioxins Chemical class 0.000 description 22
- 238000005406 washing Methods 0.000 description 16
- 238000003756 stirring Methods 0.000 description 13
- 239000002699 waste material Substances 0.000 description 12
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 11
- 239000010881 fly ash Substances 0.000 description 10
- 229910001385 heavy metal Inorganic materials 0.000 description 9
- 239000011651 chromium Substances 0.000 description 8
- 238000010979 pH adjustment Methods 0.000 description 8
- 239000011701 zinc Substances 0.000 description 8
- 230000000052 comparative effect Effects 0.000 description 7
- 239000002244 precipitate Substances 0.000 description 7
- 229910052793 cadmium Inorganic materials 0.000 description 6
- 235000012255 calcium oxide Nutrition 0.000 description 6
- 229910052804 chromium Inorganic materials 0.000 description 6
- 238000004140 cleaning Methods 0.000 description 6
- 238000011033 desalting Methods 0.000 description 6
- 239000002351 wastewater Substances 0.000 description 6
- 229910052725 zinc Inorganic materials 0.000 description 6
- 239000003002 pH adjusting agent Substances 0.000 description 5
- 238000012360 testing method Methods 0.000 description 5
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 4
- BDOSMKKIYDKNTQ-UHFFFAOYSA-N cadmium atom Chemical compound [Cd] BDOSMKKIYDKNTQ-UHFFFAOYSA-N 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 238000001179 sorption measurement Methods 0.000 description 4
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 3
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 3
- 239000000920 calcium hydroxide Substances 0.000 description 3
- 235000011116 calcium hydroxide Nutrition 0.000 description 3
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004220 aggregation Methods 0.000 description 2
- 230000002776 aggregation Effects 0.000 description 2
- 238000010612 desalination reaction Methods 0.000 description 2
- 238000007865 diluting Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000002440 industrial waste Substances 0.000 description 2
- 239000008235 industrial water Substances 0.000 description 2
- 229910052745 lead Inorganic materials 0.000 description 2
- 239000011133 lead Substances 0.000 description 2
- 239000007791 liquid phase Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 239000007790 solid phase Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 238000004056 waste incineration Methods 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 229910000323 aluminium silicate Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000013522 chelant Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- JOPOVCBBYLSVDA-UHFFFAOYSA-N chromium(6+) Chemical compound [Cr+6] JOPOVCBBYLSVDA-UHFFFAOYSA-N 0.000 description 1
- 238000010790 dilution Methods 0.000 description 1
- 239000012895 dilution Substances 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000001471 micro-filtration Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
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- Treatment Of Water By Oxidation Or Reduction (AREA)
- Treatment Of Sludge (AREA)
- Processing Of Solid Wastes (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Description
本発明は、焼却灰中の塩素を効率的に除去する過程で発生する焼却灰へのダイオキシンの濃縮を抑制し、塩素の除去工程で発生した脱水ケーキをセメント原料化し、同時に発生した上澄み水を排水処理する焼却灰の処理方法に関する。 The present invention suppresses the concentration of dioxins in incineration ash generated in the process of efficiently removing chlorine in incineration ash, makes the dewatered cake generated in the step of removing chlorine into cement raw material, and simultaneously generates the supernatant water generated. The present invention relates to a method of treating incineration ash to be treated with wastewater.
焼却灰を水洗し、焼却灰中の塩素を脱塩して得られた脱水ケーキをセメント原料化する方法が従来から知られている。例えば、特許文献1には、焼却灰に水を添加して懸濁させて塩素を溶出させ、これを脱水機で脱水することにより得られる脱水ケーキをセメント原料として用い、塩素や重金属が溶出した洗浄排水をpH調整に加えてキレートや活性炭を併用することにより重金属および有害成分を除去する方法が開示されている。特許文献2及び特許文献3には、焼却灰に酸や酸性物質を添加して洗浄時のスラリーのpHを6〜10とすることで、焼却灰中の重金属の溶出を抑制しつつ、焼却灰中の塩素を除去する方法が開示されている。特許文献4には、塩素含有廃棄物の洗浄排水に含まれるダイオキシンを精密濾過膜を用いて除去する方法が開示されている。
It is known from the past to use the dewatered cake obtained by washing the incineration ash with water and desalting the chlorine in the incineration ash into a cement raw material. For example, in
しかしながら、特許文献1には、ダイオキシンの処理技術に関しては何ら記載がない。また、特許文献2〜3の方法では、塩素とともにカルシウム等の酸可溶性成分の溶解が促進されるため、ダイオキシンや酸に不溶な有害物質が脱水ケーキに濃縮され、脱水ケーキをセメント原料化する際に問題となる。また、特許文献4は、ダイオキシンの処理に精密濾過膜を用いた方法であり設備費が高価となる。
そこで、本発明は、焼却灰の処理工程で発生する脱水ケーキへのダイオキシンの濃縮を抑制しつつ焼却灰から塩素を除去し、発生した脱水ケーキをセメント原料化するとともに、洗浄排水に含まれるダイオキシンを効率よく処理できる方法を提供することを目的とする。
However,
Therefore, the present invention removes chlorine from incineration ash while suppressing the concentration of dioxins in the dewatering cake generated in the treatment process of incineration ash, and converts the generated dewatering cake into cement raw material, and dioxins contained in cleaning wastewater Aims to provide a method that can efficiently process
本発明者らは上記目的を達成すべく鋭意検討した結果、ダイオキシンを含有する焼却灰を水洗する際に、少量の酸を添加して洗浄時のスラリーのpHを特定範囲とすることにより、焼却灰の塩素を効率よく除去し、同時に脱水ケーキへのダイオキシンの濃縮を抑制することができ、脱水ケーキをセメント原料化できることを見出し、本発明を完成させるに至った。また、凝集沈殿処理時のpH調整剤として、pH調整速度の速い特定のpH調整剤を使用することにより、ダイオキシン吸着量の大きなフロックを生成させることができ、焼却灰洗浄排水中のダイオキシンを効率よく除去できることを見出し、本発明を完成させるに至った。 As a result of intensive investigations to achieve the above object, the present inventors have found that when washing dioxin-containing incineration ash with water, a small amount of acid is added to make the pH of the slurry at the time of washing a specific range. The inventors have found that it is possible to efficiently remove chlorine in ash and at the same time suppress the concentration of dioxins in the dewatered cake, and make it possible to turn the dewatered cake into a cement raw material, thus completing the present invention. In addition, by using a specific pH adjuster with a high pH adjustment rate as a pH adjuster at the time of flocculation treatment, a large floc of dioxin adsorption amount can be generated, and the dioxin in the incineration ash cleaning wastewater can be efficiently used. It has been found that it can be removed well, and the present invention has been completed.
すなわち、本発明は、焼却灰に水(1)を添加し攪拌洗浄してスラリー(1)を調製後、酸(1)を加えpHを10.5〜12.5に調整し、更に高分子凝集剤を添加後、静置し、濃縮スラリー(1)と上澄み水(1)に固液分離する第1工程と、前記濃縮スラリー(1)をろ過し、脱水ケーキ(2)とろ液(2)に固液分離する第2工程と、前記脱水ケーキ(2)に水(3)を添加し攪拌洗浄してスラリー(3)を調製後、高分子凝集剤を添加後、静置し、濃縮スラリー(3)と上澄み水(3)に固液分離する第3工程と、前記濃縮スラリー(3)をろ過し、脱水ケーキ(4)とろ液(4)に固液分離する第4工程と、前記脱水ケーキ(4)をセメント原料とする第5工程とを有するセメント原料化工程、並びに、前記上澄み水(1)に酸(6)を加えて攪拌し、pHを1〜3に調整して還元剤を添加し、更に無機凝集剤を添加後、水酸化ナトリウムを加えて攪拌しpHを8〜11に調整し、静置後、沈殿物と上澄み水(6)に固液分離する第6工程を有する排水処理工程、を含む焼却灰の処理方法に関する。 That is, according to the present invention, water (1) is added to incineration ash and stirred and washed to prepare slurry (1), and then acid (1) is added to adjust pH to 10.5 to 12.5, and further polymer After the addition of the coagulant, the mixture is allowed to stand and solid-liquid separated into concentrated slurry (1) and supernatant water (1), and the concentrated slurry (1) is filtered to obtain dehydrated cake (2) and filtrate (2). A second step of solid-liquid separation into water), adding water (3) to the dehydrated cake (2), stirring and washing to prepare a slurry (3), adding a polymer flocculant, standing still, and concentration A third step of solid-liquid separation into slurry (3) and supernatant water (3), and a fourth step of solid-liquid separation of the concentrated slurry (3) into a dewatered cake (4) and a filtrate (4); Cement raw material forming step having a fifth step of using the dewatered cake (4) as cement raw material, and acid in the supernatant water (1) 6) Add and stir, adjust pH to 1 to 3 and add reducing agent, add inorganic flocculant, add sodium hydroxide and stir to adjust pH to 8 to 11 and leave still The present invention relates to a method of treating incinerated ash including a waste water treatment step having a sixth step of solid-liquid separation into precipitate and supernatant water (6).
本発明の処理方法によれば、焼却灰中の塩素を効率よく除去し、その過程で発生する脱水ケーキへのダイオキシンの濃縮を抑制する処理方法を提供出来る。
また、本発明の前記第1工程は、更に、乾灰に水(7)を添加し前記焼却灰を調製する第7工程を含む、焼却灰の処理方法に関する。
本発明の処理方法によれば、乾灰の場合も焼却灰中の塩素を効率よく除去し、その過程で発生する脱水ケーキへのダイオキシンの濃縮を抑制する処理方法を提供出来る。
According to the treatment method of the present invention, it is possible to provide a treatment method capable of efficiently removing chlorine in incinerated ash and suppressing the concentration of dioxins in the dewatered cake generated in the process.
Further, the first step of the present invention relates to a method of treating incineration ash, further comprising a seventh step of adding water (7) to dry ash to prepare the incineration ash.
According to the treatment method of the present invention, also in the case of dry ash, chlorine in the incineration ash can be efficiently removed, and a treatment method can be provided which suppresses the concentration of dioxins in the dewatered cake generated in the process.
本発明に関わる焼却灰の処理方法によれば、焼却灰中の塩素を効率よく除去し、その過程で発生する脱水ケーキへのダイオキシンの濃縮を抑制する処理方法を提供出来る。 According to the method for treating incineration ash according to the present invention, it is possible to provide a treatment method for efficiently removing chlorine in the incineration ash and suppressing the concentration of dioxins in the dewatered cake generated in the process.
以下、本発明の好適な実施形態について図1及び図2を元に詳細に説明する。
<焼却灰の処理方法>
Hereinafter, a preferred embodiment of the present invention will be described in detail based on FIGS. 1 and 2. FIG.
<Method of treating incinerated ash>
本実施形態に係る焼却灰の処理方法は、セメント原料化工程、並びに、排水処理工程を含む。
焼却灰はゴミ焼却炉等で発生する焼却灰で、主灰と焼却飛灰の2種に大別される。
主灰は焼却炉の下に貯まる灰で、焼却飛灰とは、焼却炉の集塵機で主に捕集された灰をいう。主灰と焼却飛灰はさらに乾灰と湿灰の2種に大別される。主灰と焼却飛灰のいずれも焼却炉から排出される際は乾燥した灰であり、これを乾灰という。湿灰は発塵防止対策として乾灰に水をかけて加湿した灰をいう。焼却灰の含水率は0質量%を超えて30質量%以下、好ましくは0.1〜28質量%、より好ましくは0.5〜25質量%、さらに好ましくは5〜20質量%である。より詳しく述べると、乾灰の場合の含水率は0質量%を超えて5質量%以下、好ましくは0.1〜4質量%、より好ましくは0.2〜3質量%、さらに好ましくは0.3〜2質量%である。湿灰の場合の含水率は5〜30質量%、好ましくは10〜25質量%、より好ましくは15〜22質量%、さらに好ましくは16〜20質量%である。これらの範囲であれば、焼却灰として処理可能である。
The method for treating incineration ash according to the present embodiment includes a cement raw material forming step and a waste water treatment step.
Incineration ash is incineration ash generated in waste incinerators, etc., and is roughly classified into two types, main ash and incineration fly ash.
The main ash is the ash stored under the incinerator, and the incineration fly ash refers to the ash mainly collected by the dust collector of the incinerator. Main ash and incineration fly ash are further divided into two types, dry ash and wet ash. Both the main ash and the incineration fly ash are dry ash when discharged from the incinerator, which is called dry ash. Wet ash refers to ash that has been moistened with water over dry ash to prevent dust generation. The water content of the incinerated ash is more than 0% by mass and 30% by mass or less, preferably 0.1 to 28% by mass, more preferably 0.5 to 25% by mass, and still more preferably 5 to 20% by mass. More specifically, the water content in the case of dry ash is more than 0% by mass and 5% by mass or less, preferably 0.1 to 4% by mass, more preferably 0.2 to 3% by mass, and still more preferably 0. It is 3 to 2% by mass. The moisture content in the case of wet ash is 5 to 30% by mass, preferably 10 to 25% by mass, more preferably 15 to 22% by mass, and still more preferably 16 to 20% by mass. Within these ranges, it can be treated as incineration ash.
セメント原料化工程は、焼却灰に水(1)を添加し攪拌洗浄してスラリー(1)を調製後、酸(1)を加えpHを10.5〜12.5に調整し、更に高分子凝集剤を添加後、静置し、濃縮スラリー(1)と上澄み水(1)に固液分離する第1工程と、前記濃縮スラリー(1)をろ過し、脱水ケーキ(2)とろ液(2)に固液分離する第2工程と、前記脱水ケーキ(2)に水(3)を添加し攪拌洗浄してスラリー(3)を調製後、高分子凝集剤を添加後、静置し、濃縮スラリー(3)と上澄み水(3)に固液分離する第3工程と、前記濃縮スラリー(3)をろ過し、脱水ケーキ(4)とろ液(4)に固液分離する第4工程と、前記脱水ケーキ(4)をセメント原料とする第5工程とを有する。 In the cement raw material production process, water (1) is added to the incinerator ash and stirred and washed to prepare a slurry (1), then the acid (1) is added to adjust the pH to 10.5 to 12.5, and further polymer After the addition of the coagulant, the mixture is allowed to stand and solid-liquid separated into concentrated slurry (1) and supernatant water (1), and the concentrated slurry (1) is filtered to obtain dehydrated cake (2) and filtrate (2). A second step of solid-liquid separation into water), adding water (3) to the dehydrated cake (2), stirring and washing to prepare a slurry (3), adding a polymer flocculant, standing still, and concentration A third step of solid-liquid separation into slurry (3) and supernatant water (3), and a fourth step of solid-liquid separation of the concentrated slurry (3) into a dewatered cake (4) and a filtrate (4); And a fifth step of using the dewatered cake (4) as a cement raw material.
攪拌洗浄とは、ミキサー等を用いて焼却灰と水とを混合することを意味する。
第1工程の酸(1)は、塩酸、硝酸、硫酸及びリン酸からなる群より選ばれる1種以上である。その中でも塩酸は安価かつ安全性が高く、配管等の閉塞原因となるスケールの生成もないのでより好ましい。また、廃酸を使用しても良い。廃酸とは、本焼却灰の処理工程内の配管や脱水機等の洗浄に使用した酸や化学工業、鉄鋼及び電気機械工業等から排出される酸性廃液のことをいう。
Stir washing means mixing incineration ash and water using a mixer or the like.
The acid (1) in the first step is one or more selected from the group consisting of hydrochloric acid, nitric acid, sulfuric acid and phosphoric acid. Among them, hydrochloric acid is more preferable because it is inexpensive and highly safe, and there is no generation of scale which causes clogging of piping and the like. Also, waste acid may be used. The waste acid refers to the acid waste liquid used for cleaning pipes, dehydrators, etc. in the treatment process of the incineration ash, acid waste liquid discharged from the chemical industry, steel and electric machinery industry and the like.
第1工程の水(1)の添加量は、焼却灰の質量に対して1〜10倍量であることが好ましく、2〜8倍量であることがより好ましく、3〜6倍量であることがさらに好ましい。これらの範囲であると焼却灰が均一に分散したスラリーを調製できるので焼却灰から塩素を十分に溶出させることが出来る。 The amount of water (1) added in the first step is preferably 1 to 10 times, more preferably 2 to 8 times, and more preferably 3 to 6 times the mass of the incinerated ash. Is more preferred. Within this range, a slurry in which the incineration ash is uniformly dispersed can be prepared, so that chlorine can be sufficiently eluted from the incineration ash.
第3工程の水(3)の添加量は、焼却灰の質量に対して1〜10倍量であることが好ましく、2〜8倍量であることがより好ましく、3〜6倍量であることがさらに好ましい。これらの範囲であると脱水ケーキ(2)が均一に分散したスラリーを調製でき、脱水ケーキ(2)に残存する塩素を効率よく溶出させることができるので、これを固液分離して得られる脱水ケーキ(4)の塩素濃度をセメント原料として利用できる程度まで低減することが出来る。 The amount of water (3) added in the third step is preferably 1 to 10 times, more preferably 2 to 8 times, and more preferably 3 to 6 times the mass of the incinerated ash. Is more preferred. Within these ranges, it is possible to prepare a slurry in which the dewatered cake (2) is uniformly dispersed, and to efficiently elute chlorine remaining in the dewatered cake (2). The chlorine concentration of the cake (4) can be reduced to the extent that it can be used as a cement raw material.
前記第1工程は、更に、乾灰に水(7)を添加し前記焼却灰を調製する第7工程を含んでも良い。主灰や焼却飛灰の乾灰の場合、水を添加し、ミキサー等で混合し水分量を調整することで湿灰にしてから処理することも出来る。水分量は焼却灰中の含有量で5〜30質量%であることが好ましく、10〜20質量%であることがより好ましい。
図2の第1実施形態のように、第4工程で固液分離されたろ液(4)は塩素、重金属及びダイオキシンが除去されているので、第1工程の水(1)として再利用することが可能である。
The first step may further include a seventh step of adding water (7) to dry ash to prepare the incineration ash. In the case of dry ash of main ash or incineration fly ash, water may be added, mixed with a mixer or the like to adjust the water content, and then treated as wet ash. The water content is preferably 5 to 30% by mass, and more preferably 10 to 20% by mass in terms of the content in the incineration ash.
As in the first embodiment of FIG. 2, since the filtrate (4) separated in the solid-liquid separation in the fourth step has chlorine, heavy metals and dioxins removed, it should be reused as water (1) in the first step. Is possible.
排水処理工程は、前記上澄み水(1)に酸(6)を加えて攪拌し、pHを1〜3に調整して還元剤を添加し、更に無機凝集剤を添加後、水酸化ナトリウムを加えて攪拌しpHを8〜11に調整し、静置後、沈殿物と上澄み水(6)に固液分離する第6工程を有する。 In the waste water treatment step, acid (6) is added to the supernatant water (1) and stirred to adjust the pH to 1 to 3 to add a reducing agent, and then an inorganic coagulant is added, and then sodium hydroxide is added. The solution is stirred to adjust the pH to 8 to 11, and after standing, it has a sixth step of solid-liquid separation into a precipitate and supernatant water (6).
第6工程の酸(6)は、塩酸、硝酸、硫酸及びリン酸からなる群より選ばれる1種以上である。これらの酸であれば後段の重金属及びダイオキシンの除去処理を阻害することなくpHを1〜3に調整出来る。その中でも塩酸は安価かつ安全性が高く、配管等の閉塞原因となるスケールの生成もないのでより好ましい。また、廃酸を使用しても良い。廃酸とは、本焼却灰の処理工程内の配管や脱水機等の洗浄に使用した酸や化学工業、鉄鋼及び電気機械工業等から排出される酸性廃液のことをいう。 The acid (6) in the sixth step is one or more selected from the group consisting of hydrochloric acid, nitric acid, sulfuric acid and phosphoric acid. With these acids, the pH can be adjusted to 1 to 3 without inhibiting removal of heavy metals and dioxins in the latter stage. Among them, hydrochloric acid is more preferable because it is inexpensive and highly safe, and there is no generation of scale which causes clogging of piping and the like. Also, waste acid may be used. The waste acid refers to the acid waste liquid used for cleaning pipes, dehydrators, etc. in the treatment process of the incineration ash, acid waste liquid discharged from the chemical industry, steel and electric machinery industry and the like.
第6工程の還元剤は、亜硫酸水素ナトリウム、亜硫酸ナトリウム、塩化第一鉄及び硫酸第一鉄からなる群より選ばれる1種以上である。
第6工程の無機凝集剤は、塩化第二鉄、硫酸第二鉄及びポリ硫酸第二鉄からなる群より選ばれる1種以上である。これらの無機凝集剤であればpH8〜11の範囲で重金属及びダイオキシンを吸着したフロックを形成でき、それらの濃度を下水道法施行令の排水基準以下まで低減出来る。その中でもスケールの原因となる硫酸イオンを含まない点から塩化第二鉄が特に好ましい。
第6工程でpH調整剤として使用する水酸化ナトリウムは他のアルカリ類、例えば、水酸化カルシウム(消石灰)、酸化カルシウム(生石灰)等に比べpH調整速度が速く、このため凝集沈殿処理で生成するSSを少なくでき、沈殿物へのダイオキシン吸着量が多くなり、ダイオキシン除去率を高くすることが可能である。
The reducing agent in the sixth step is one or more selected from the group consisting of sodium bisulfite, sodium sulfite, ferrous chloride and ferrous sulfate.
The inorganic coagulant in the sixth step is one or more selected from the group consisting of ferric chloride, ferric sulfate and polyferric sulfate. These inorganic coagulants can form flocs to which heavy metals and dioxins are adsorbed in the range of pH 8 to 11, and the concentration thereof can be reduced to the drainage standard or lower of the sewerage law enforcement order. Among them, ferric chloride is particularly preferable in that it does not contain sulfate ion which causes scale.
Sodium hydroxide used as a pH adjuster in the sixth step has a faster pH adjustment rate than other alkalis, such as calcium hydroxide (slaked lime), calcium oxide (quick lime), etc. It is possible to reduce SS, increase the amount of dioxin adsorption to the precipitate, and increase the dioxin removal rate.
図2の第2実施形態のように、第6工程で固液分離された分離後の固相(沈殿物)はダイオキシンが濃縮されているので、ダイオキシンを瞬時に分解するため仮焼炉に投入したり、他のセメント原料に混ぜて希釈して使用することも可能である。液相(ろ液)は第2工程のろ液(2)や第3工程の上澄み水(3)とともに第6工程の上澄み水(6)と混合して再処理することが可能である。 As in the second embodiment of FIG. 2, since dioxins are concentrated in the solid phase (precipitate) separated in the solid-liquid separation in the sixth step, it is charged in the calciner to decompose dioxins instantaneously. It is also possible to use it by diluting it with other cement raw materials and diluting it. The liquid phase (filtrate) can be mixed with the supernatant water (6) of the sixth step and reprocessed together with the filtrate (2) of the second step and the supernatant water (3) of the third step.
また、図2の第3実施形態のように、第6工程で固液分離された分離後の液相(ろ液)は、重金属やダイオキシンが除去出来ているので、それらの濃度を確認後、pH調整後、放流して良い。重金属やダイオキシンが除去出来ていない場合は、上澄み水(1)に戻し、再処理すれば良い。 Further, as in the third embodiment of FIG. 2, since heavy metals and dioxins can be removed from the separated liquid phase (filtrate) separated in the solid-liquid separation in the sixth step, after confirming their concentrations, After pH adjustment, you may discharge. If heavy metals and dioxins can not be removed, they should be returned to the supernatant water (1) and reprocessed.
乾灰のダイオキシン含有量は、乾灰の乾燥質量を基準として3ng-TEQ/g以下であることが好ましく、0.001〜2.0ng-TEQ/gがより好ましく、0.0001〜1.0ng-TEQ/gがさらに好ましい。これらの範囲であると乾灰の塩素を除去する工程で脱水ケーキ(4)に濃縮されるダイオキシンの含有量をセメント原料として利用できる程度に抑えることが出来る。 The dioxin content of the dry ash is preferably 3 ng-TEQ / g or less based on the dry weight of the dry ash, more preferably 0.001 to 2.0 ng-TEQ / g, 0.0001 to 1.0 ng -TEQ / g is more preferred. Within these ranges, the content of dioxins concentrated in the dewatered cake (4) in the step of removing chlorine in dry ash can be suppressed to a level that can be used as a cement raw material.
前記乾灰の化学成分は、乾灰の乾燥質量を基準として、SiO2含有量が1〜10質量%、Al2O3含有量が1〜8質量%、Fe2O3含有量が0.1〜2質量%、CaO含有量が20〜50質量%、MgO含有量が0.5〜3.0質量%、SO3含有量が1.0〜5.0質量%、Cl含有量が10〜30質量%、Cr含有量が0.03〜0.1質量%、Pb含有量が0.05〜0.2質量%、Zn含有量が0.2〜0.5質量%及びCd含有量が0.003〜0.01質量%であることが好ましい。
SiO2含有量が2〜8質量%、Al2O3含有量が2〜5質量%、Fe2O3含有量が0.3〜1.0質量%、CaO含有量が30〜40質量%、MgO含有量が1.0〜2.0質量%、SO3含有量が2.0〜4.0質量%、Cl含有量が15〜25質量%、Cr含有量が0.05〜0.08質量%、Pb含有量が0.07〜0.15質量%、Zn含有量が0.3〜0.4質量%及びCd含有量が0.005〜0.008質量%であることがより好ましい。これらの範囲であると乾灰の塩素をセメント原料として利用できる程度まで低減でき、また上澄み水に含まれる重金属濃度を排水処理により下水道法施行令の排水基準以下まで低減出来る。
The chemical components of the dry ash have an SiO 2 content of 1 to 10 mass%, an Al 2 O 3 content of 1 to 8 mass%, and an Fe 2 O 3 content of 0. 1 based on the dry mass of the dry ash. 1-2 mass%, CaO content 20-50 mass%, MgO content 0.5-3.0 mass%, SO 3 content 1.0-5.0 mass%, Cl content 10 To 30% by mass, Cr content is 0.03 to 0.1% by mass, Pb content is 0.05 to 0.2% by mass, Zn content is 0.2 to 0.5% by mass and Cd content Is preferably 0.003 to 0.01% by mass.
2 to 8 mass% of SiO 2 content, 2 to 5 mass% of Al 2 O 3 content, 0.3 to 1.0 mass% of Fe 2 O 3 content, 30 to 40 mass% of CaO content MgO content is 1.0 to 2.0% by mass, SO 3 content is 2.0 to 4.0% by mass, Cl content is 15 to 25% by mass, and Cr content is 0.05 to 0. 08% by mass, Pb content is 0.07 to 0.15% by mass, Zn content is 0.3 to 0.4% by mass, and Cd content is 0.005 to 0.008% by mass preferable. Within these ranges, chlorine in dry ash can be reduced to the extent that it can be used as a cement raw material, and the heavy metal concentration contained in the supernatant can be reduced by drainage treatment to below the drainage standard of the Sewage Law Enforcement Order.
以下に、実施例及び比較例を挙げ、更に図1及び図2を元に本発明の内容を詳細に説明する。なお、本発明はこれらの例によって限定されるものではない。 Examples and comparative examples are given below, and the contents of the present invention will be described in detail based on FIGS. 1 and 2. The present invention is not limited by these examples.
1.焼却灰
焼却灰としては、都市ゴミ焼却飛灰の乾灰を使用した。試験に供した焼却飛灰の乾灰の特性を表1に示す。表1の化学成分は以下の方法によって測定された値である。
(i)SiO2、Al2O3、Fe2O3、MgO、SO3、R2O含有量の測定
SiO2、Al2O3、Fe2O3、MgO、SO3、R2O含有量は、JIS M 8853「セラミックス用アルミノけい酸塩質原料の化学分析方法」に準拠して測定した。結果を表1に示す。
(ii)CaO、Cl、Cr、Zn、Pb、Cd含有量の測定
CaO、Cl、Cr、Zn、Pb、Cd含有量は、JIS R 5202「セメントの化学分析方法」に準拠して測定した。結果を表1に示す。
(iii)ダイオキシン含有量の測定
ダイオキシン含有量は、厚生省告示第192号「特別管理一般廃棄物及び特別管理産業廃棄物に係る基準の検定方法」に準拠して測定した。
(iv)含水率の測定
含水率は、焼却飛灰の乾灰を乾燥機内にて50℃で16時間乾燥させることにより測定した。
1. Incineration ash As incineration ash, the dry ash of municipal waste incineration fly ash was used. The characteristics of the dry ash of the incinerated fly ash subjected to the test are shown in Table 1. The chemical components in Table 1 are values measured by the following methods.
(I) SiO 2, Al 2
(Ii) Measurement of CaO, Cl, Cr, Zn, Pb, Cd Content The CaO, Cl, Cr, Zn, Pb, Cd content was measured in accordance with JIS R 5202 "Method of chemical analysis of cement". The results are shown in Table 1.
(Iii) Measurement of dioxin content The dioxin content was measured in accordance with Ministry of Health and Welfare Notification No. 192, “Testing Standard for Specially Controlled General Waste and Specially Controlled Industrial Waste”.
(Iv) Measurement of Water Content The water content was measured by drying the dry ash of incineration fly ash at 50 ° C. for 16 hours in a drier.
2.湿灰の調製
焼却飛灰の乾灰を加湿して湿灰に調製したものを試験例1の水洗脱塩試験に用いた。焼却飛灰の乾灰に湿灰の含水率が18%となるように水道水を添加し,ソイルミキサーで混合して湿灰を調製した。
2. Preparation of wet ash The dry ash of the incinerated fly ash was moistened to prepare wet ash, and used for the water washing desalting test of Test Example 1. Tap water was added to the dry ash of incinerated fly ash so that the moisture content of the wet ash was 18%, and mixed with a soil mixer to prepare wet ash.
3.都市ゴミ焼却灰の水洗脱塩処理
(1)水洗脱塩処理(pH調整なし、参考例1)
湿灰の湿潤質量に対して5倍量の水(1)を添加して攪拌しスラリー(1)を調製後、1時間攪拌洗浄を行った。その後、高分子凝集剤(MTアクアポリマー(株)、アコフロックA−110)を添加して30分静置し、濃縮スラリー(1')と上澄み水(1)に固液分離した。次に、濃縮スラリー(1')を5A濾紙で吸引ろ過して脱水ケーキ(2')とろ液(2')に固液分離した。脱水ケーキ(2')に湿灰の湿潤質量に対して5倍量の水(3)を添加して攪拌しスラリー(3’)を調製後、1時間攪拌洗浄を行った後、高分子凝集剤(MTアクアポリマー(株)、アコフロックA−110)を添加して30分静置し、濃縮スラリー(3’)と上澄み水(3’)に固液分離した。
次に、濃縮スラリー(3’)を5A濾紙で吸引ろ過して脱水ケーキ(4’)とろ液(4’)に固液分離した。脱水ケーキ(4’)は105℃で24時間乾燥後、焼却灰と同様に塩素含有量はJIS R 5202「セメントの化学分析方法」に準拠し、ダイオキシン含有量は厚生省告示第192号「特別管理一般廃棄物及び特別管理産業廃棄物に係る基準の検定方法」に準拠して測定した。結果を表2に示す。
上澄み水(1)は、pH、全クロム、亜鉛、カドミウム濃度はJIS K 0102「工場排水試験方法」に準拠し、SS(浮遊物質量)は環境庁告示第59号に準拠し、ダイオキシン濃度はJIS K 0312「工業用水・工場排水中のダイオキシン類の測定方法」に準拠して測定した。結果を表3に示す。
3. Washing and desalination treatment of municipal waste incineration ash (1) Washing and desalination treatment (without pH adjustment, reference example 1)
The slurry (1) was prepared by adding 5 times the amount of water (1) to the wet mass of wet ash and stirring to prepare a slurry (1), followed by stirring and washing for 1 hour. Thereafter, a polymer flocculant (MT aquapolymer Co., Ltd., Akofloc A-110) was added and allowed to stand for 30 minutes, and solid-liquid separation was performed into a concentrated slurry (1 ') and a supernatant water (1). Next, the concentrated slurry (1 ′) was suction-filtered with 5A filter paper to separate solid and liquid into a dewatered cake (2 ′) and a filtrate (2 ′). After adding 5 times the amount of water (3) to the dehydrated cake (2 ') with respect to the wet mass of the wet ash and stirring to prepare a slurry (3'), stirring for 1 hour is followed by polymer aggregation An agent (MT aquapolymer Co., Ltd., Akofloc A-110) was added and allowed to stand for 30 minutes to perform solid-liquid separation into concentrated slurry (3 ') and supernatant water (3').
Next, the concentrated slurry (3 ′) was suction-filtered through 5 A filter paper, and solid-liquid separation was performed to a dewatered cake (4 ′) and a filtrate (4 ′). After drying the dehydrated cake (4 ') at 105 ° C for 24 hours, the chlorine content is in accordance with JIS R 5202 "Method for chemical analysis of cement" in the same way as incinerated ash, and the dioxin content is Notification No. It was measured in accordance with “Verification method of standards for general waste and special management industrial waste”. The results are shown in Table 2.
The supernatant water (1) has a pH, total chromium, zinc and cadmium concentrations in accordance with JIS K 0102 "Plant drainage test method", SS (mass of suspended solids) is in accordance with Environment Agency Notification No. 59, and dioxin concentration is It measured based on JISK0312 "the measuring method of dioxins in industrial water and factory drainage." The results are shown in Table 3.
(2)水洗脱塩処理(pH調整あり、pH=10.5、11.5、実施例1〜2)
湿灰の湿潤質量に対して5倍量の水(1)を添加して攪拌しスラリー(1)を調製後、塩酸を添加してスラリー(1)のpHを10.5あるいは11.5に維持しながら1時間攪拌洗浄を行った。その後、高分子凝集剤(MTアクアポリマー(株)、アコフロックA−110)を添加して30分静置し、濃縮スラリー(1)と上澄み水(1)に固液分離した。次に、濃縮スラリー(1)を5A濾紙で吸引ろ過して脱水ケーキ(2)とろ液(2)に固液分離した。脱水ケーキ(2)に湿灰の湿潤質量に対して5倍量の水(3)を添加して攪拌しスラリー(3)を調製後、1時間攪拌洗浄を行った後、高分子凝集剤(MTアクアポリマー(株)、アコフロックA−110)を添加して30分静置し、濃縮スラリー(3)と上澄み水(3)に固液分離した。次に、濃縮スラリー(3)を5A濾紙で吸引ろ過して脱水ケーキ(4)とろ液(4)に固液分離した。脱水ケーキ(4)の塩素含有量、ダイオキシン含有量、および上澄み水(1)のpH、全クロム、亜鉛、カドミウム濃度、SS、ダイオキシン濃度を測定した。結果を表2及び表3にそれぞれ示す。
(2) Washing and desalting treatment (pH adjusted, pH = 10.5, 11.5, Examples 1 and 2)
A slurry (1) is prepared by adding 5 times the amount of water (1) to the wet mass of the wet ash and stirring to prepare a slurry (1), then hydrochloric acid is added to adjust the pH of the slurry (1) to 10.5 or 11.5. Stir wash was performed for 1 hour while maintaining. Thereafter, a polymer flocculant (MT aquapolymer Co., Ltd., Akofloc A-110) was added and allowed to stand for 30 minutes, and solid-liquid separation was performed into a concentrated slurry (1) and a supernatant water (1). Next, the concentrated slurry (1) was suction-filtered through 5A filter paper to separate solid and liquid into a dewatered cake (2) and a filtrate (2). After adding 5 times the amount of water (3) to the dehydrated cake (2) with respect to the wet mass of wet ash and stirring to prepare a slurry (3), a polymer flocculating agent MT Aquapolymer Co., Ltd., Akofloc A-110) was added and allowed to stand for 30 minutes, and solid-liquid separation was performed into a concentrated slurry (3) and a supernatant water (3). Next, the concentrated slurry (3) was suction-filtered with 5A filter paper to separate solid-liquid into a dewatered cake (4) and a filtrate (4). The chlorine content, dioxin content, and pH of the supernatant water (1), the total chromium, zinc, cadmium concentration, SS, and dioxin concentration of the dehydrated cake (4) were measured. The results are shown in Table 2 and Table 3, respectively.
(3)水洗脱塩処理(pH調整あり、pH=9、10、比較例1〜2)
比較例1〜2は、スラリー(1)のpHを9あるいは10に維持しながら1時間攪拌洗浄した以外は、実施例1〜2と同様の方法で試験を行った。脱水ケーキ(4)の塩素含有量、ダイオキシン含有量、および上澄み水(1)のpH、全クロム、亜鉛、カドミウム濃度、SS、ダイオキシン濃度を測定した。結果を表2及び表3にそれぞれ示す。
(3) Water-washing desalting treatment (with pH adjustment, pH = 9, 10, Comparative examples 1 to 2)
In Comparative Examples 1 and 2, tests were conducted in the same manner as in Examples 1 and 2 except that washing was carried out with stirring for 1 hour while maintaining the pH of the slurry (1) at 9 or 10. The chlorine content, dioxin content, and pH of the supernatant water (1), the total chromium, zinc, cadmium concentration, SS, and dioxin concentration of the dehydrated cake (4) were measured. The results are shown in Table 2 and Table 3, respectively.
(4)評価
表2より、脱塩率は参考例1、実施例1、実施例2、比較例1及び比較例2のいずれも95%以上と高い値となり、洗浄時のスラリー(1)のpHの影響は小さかった。一方、参考例1、実施例2および比較例2より、pHが低いほど脱水ケーキのダイオキシン濃度は高くなった。したがって、塩酸を添加してpHを下げると脱塩率はそれほど変化がないにも関わらず、酸に不溶なダイオキシンは脱水ケーキに濃縮される傾向であることがわかった。
(4) Evaluation From Table 2, the desalting rate is as high as 95% or more in all of Reference Example 1, Example 1, Example 2, Comparative Example 1 and Comparative Example 2, and the slurry (1) at the time of washing was The influence of pH was small. On the other hand, according to Reference Example 1, Example 2 and Comparative Example 2, the lower the pH, the higher the dioxin concentration in the dehydrated cake. Therefore, it was found that dioxins insoluble in acid tend to be concentrated in the dewatered cake even though the desalting rate does not change so much when the pH is lowered by adding hydrochloric acid.
表3より、参考例1のpH調整なしの場合、上澄み水(1)には1.9pg-TEQ/Lのダイオキシンが含まれていた。また、酸を添加してpHを下げるほどSSが多くなっていた。一般に排水中のダイオキシンはSSに吸着した状態で存在していることから、酸を添加してpHを下げるほど上澄み水(1)中のダイオキシン濃度は高くなると考えられる。 From Table 3, in the case of no pH adjustment in Reference Example 1, the supernatant water (1) contained 1.9 pg-TEQ / L of dioxin. Also, the SS increased as the pH was lowered by adding an acid. In general, dioxins in waste water exist in a state of being adsorbed to SS, so it is considered that the dioxin concentration in the supernatant water (1) becomes higher as the pH is lowered by adding an acid.
4.上澄み水(1)の排水処理
(1)上澄み水(1)の性状
上澄み水(1)は、新たに調製した湿灰を用いて表3の参考例1と同様の操作で水洗脱塩処理を実施し、採取したものを使用した。使用した上澄み水(1)の性状を表4に示す。
4. Waste water treatment of supernatant water (1) (1) Properties of supernatant water (1) The supernatant water (1) is washed with water by the same operation as Reference Example 1 in Table 3 using newly prepared wet ash. Was performed, and used what was collected. The properties of the used supernatant water (1) are shown in Table 4.
(2)排水処理方法
表4に示す性状の上澄み水(1)(pH12.5)に塩酸を添加してpH2に調整し、還元剤として亜硫酸水素ナトリウムを添加して15分攪拌した。次に、無機凝集剤として塩化第二鉄を添加し、pH調整剤として水酸化ナトリウムあるいは消石灰を添加してpH10に調整して15分静置した後、上澄み水(6)を採取した。上澄み水(6)は全クロム、六価クロム、亜鉛、カドミウム濃度はJIS K 0102「工場排水試験方法」に準拠し、SSは環境庁告示第59号に準拠し、ダイオキシン濃度はJIS K 0312「工業用水・工場排水中のダイオキシン類の測定方法」に準拠して測定した。上澄み水(6)を採取後に残った沈殿物は5A濾紙で吸引ろ過した後、105℃で12時間乾燥させて重量を測定した。沈殿物へのダイオキシン吸着量は数式(1)、ダイオキシン除去率は数式(2)により算出した。
(2) Waste water treatment method Hydrochloric acid was added to supernatant water (1) (pH 12.5) having the properties shown in Table 4 to adjust to
ここで、C1は上澄み水(1)のダイオキシン濃度(pg-TEQ/L)、C2は上澄み水(6)のダイオキシン濃度(pg-TEQ/L)、Mは沈殿物量(g/L)である。結果を表5に示す。
Here, C 1 is the dioxin concentration (pg-TEQ / L) of the supernatant water (1), C 2 is the dioxin concentration of the supernatant water (6) (pg-TEQ / L), and M is the amount of precipitate (g / L) It is. The results are shown in Table 5.
表5の実施例3、比較例3より、pH調整剤としてpH調整速度の速い水酸化ナトリウムを用いることで凝集沈殿処理で生成するSSを少なくでき、沈殿物へのダイオキシン吸着量が多くなり、ダイオキシン除去率が高くなった。
従って、本発明の方法によれば、上澄み水(6)を図2のフローの第3実施形態のように、固液分離すれば、分離後の液相は放流して良い程に重金属やダイオキシンが除去出来る。また、固相はダイオキシンが濃縮されているので、ダイオキシンを瞬時に分解するため仮焼炉に投入したり、他のセメント原料に混ぜて希釈して使用することも可能である。
From Example 3 and Comparative Example 3 in Table 5, by using sodium hydroxide having a high pH adjustment rate as a pH adjuster, it is possible to reduce SS generated in the aggregation precipitation process, and the dioxin adsorption amount to the precipitate increases. The dioxin removal rate has increased.
Therefore, according to the method of the present invention, if solid-liquid separation is performed on the supernatant water (6) as in the third embodiment of the flow of FIG. Can be removed. In addition, since dioxins are concentrated in the solid phase, dioxins can be instantaneously decomposed, so that they can be put into a calciner or mixed with other cement materials and used after dilution.
Claims (11)
前記濃縮スラリー(1)をろ過し、脱水ケーキ(2)とろ液(2)に固液分離する第2工程と、
前記脱水ケーキ(2)に水(3)を添加し攪拌洗浄してスラリー(3)を調製後、高分子凝集剤を添加し、静置し、濃縮スラリー(3)と上澄み水(3)に固液分離する第3工程と、
前記濃縮スラリー(3)をろ過し、脱水ケーキ(4)とろ液(4)に固液分離する第4工程と、
前記脱水ケーキ(4)をセメント原料とする第5工程とを有するセメント原料化工程、並びに、
前記上澄み水(1)に酸(6)を加えて攪拌し、pHを1〜3に調整して還元剤を添加し、更に無機凝集剤を添加後、水酸化ナトリウムを加えて攪拌しpHを8〜11に調整し、静置後、沈殿物と上澄み水(6)に固液分離する第6工程を有する排水処理工程、
を含むことを特徴とする焼却灰の処理方法。 Water (1) is added to the incinerator ash and stirred and washed to prepare a slurry (1), and then the acid (1) is added to adjust the pH to 10.5 to 12.5, and after addition of a polymer flocculant, A first step of standing still and solid-liquid separation into concentrated slurry (1) and supernatant water (1);
A second step of filtering the concentrated slurry (1) and separating it into a dewatered cake (2) and a filtrate (2);
Water (3) is added to the above dewatered cake (2) and stirred and washed to prepare a slurry (3), and then a polymer flocculant is added and allowed to stand to form concentrated slurry (3) and supernatant water (3). A third step of solid-liquid separation,
A fourth step of filtering the concentrated slurry (3) and performing solid-liquid separation into a dehydrated cake (4) and a filtrate (4);
A cement raw material forming step including the fifth step of using the dewatered cake (4) as a cement raw material;
Acid (6) is added to the supernatant water (1) and stirred, pH is adjusted to 1 to 3 and a reducing agent is added, and further an inorganic flocculant is added, sodium hydroxide is added and the pH is adjusted The waste water treatment process which has the 6th process of carrying out solid-liquid separation to a sediment and supernatant water (6) after adjusting to 8-11 and leaving still,
A method of treating incineration ash comprising:
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