KR100699925B1 - Artificial landfill cover method thereof to use seawage sludge - Google Patents
Artificial landfill cover method thereof to use seawage sludge Download PDFInfo
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- KR100699925B1 KR100699925B1 KR20060093841A KR20060093841A KR100699925B1 KR 100699925 B1 KR100699925 B1 KR 100699925B1 KR 20060093841 A KR20060093841 A KR 20060093841A KR 20060093841 A KR20060093841 A KR 20060093841A KR 100699925 B1 KR100699925 B1 KR 100699925B1
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/14—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements
- C04B28/142—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing synthetic or waste calcium sulfate cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/30—Mixed waste; Waste of undefined composition
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
- C04B35/01—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on oxide ceramics
- C04B35/03—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on oxide ceramics based on magnesium oxide, calcium oxide or oxide mixtures derived from dolomite
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
Description
본 발명은 하수처리장에서 발생되는 탈수 슬러지(수분함량 80 내지 85%) 등 재활용 가능한 산업부산물을 고형제 등과 혼합하여 이를 재활용 한 쓰레기 매립장의 복토재에 관한 것으로 특히, 슬러지에 산업 폐기물을 혼합후 고화시킴으로서 수화반응 및 경화 후 함수율이 40 내지 42% 이하로서 건조효율이 매우 높고, 중금속, 미생물 등에 의한 유해성이 없는 산업부산물을 활용한 친환경 매립지 인공 복토재 제조방법에 관한 것이다.The present invention relates to a cover material of a waste landfill where recycled industrial by-products such as dewatered sludge (water content of 80 to 85%) generated in a sewage treatment plant are mixed with a solid agent, and in particular, by solidifying after mixing industrial waste in sludge. The water content is 40 to 42% or less after the hydration reaction and curing, the drying efficiency is very high, and relates to an environmentally friendly landfill artificial cover material manufacturing method using industrial by-products that are not harmful by heavy metals, microorganisms and the like.
우리나라의 경우 1996년 전국 70개소 하수처리장에서 발생한 슬러지량은 128만톤, 2001년에는 190만톤, 2003년에는 207만톤, 2003년에는 227만톤으로 매년 계속해서 증가하고 있는 실정이며, 이와 같은 추세로 하수슬러지가 발생된다면 2006년에는 285만톤이 발생될 것으로 예상된다. 발생된 슬러지 중 3.5%에 해당하는 4만 5천톤은 재활용되고, 나머지는 매립 또는 해양 투기 등으로 버려지고 있는 바, 이 와 같이 지금까지는 최종 슬러지 폐기물을 주로 매립과 투기를 통해서 처리하였고 일부는 재활용하여 퇴비 등으로 사용하고 있다. In Korea, the amount of sludge generated in 70 sewage treatment plants in 1996 was 1.28 million tons, 1.9 million tons in 2001, 2.07 million tons in 2003, and 2.27 million tons in 2003. If sludge is generated, 2.85 million tons will be generated in 2006. 45,000 tonnes, or 3.5% of the sludge generated, are recycled and the rest is disposed of by landfill or ocean dumping. As such, the final sludge waste has been treated mainly by landfilling and dumping, and some are recycled. It is used for composting.
한편, 슬러지는 함수율이 높아 부패성이 강하고, 병원균의 오염문제가 있으며 용존산소를 고갈시키고 토양을 환원성으로 조성하는 등 각종 나쁜 영향을 주므로 반드시 처리를 하여야 한다. 그러나, 매립의 경우 매립지의 확보라는 가장 큰 과제를 안고 있으며 슬러지의 매립작업 시 작업성이 나쁘고 슬러지에 함유되어 있는 각종 유해 중금속이 토양에 잔류하게 되어 지하수 및 지표수를 오염시키며 침출수량의 증가를 초래하게 된다.On the other hand, sludge has a high water content, so it is highly perishable, there is a contamination problem of pathogens, depleting dissolved oxygen and reducing the soil to reduce the various effects must be treated. However, in the case of reclamation, the biggest challenge is to secure landfills, and when the sludge is reclaimed, workability is poor and various harmful heavy metals contained in the sludge remain in the soil, contaminating groundwater and surface water and causing an increase in leachate. Done.
이러한 이유로 최근에는 하수슬러지의 재활용에 관한 연구가 활발히 진행되고 있다. 슬러지의 재활용 방법으로는 크게 유기물을 이용하는 기술과 무기물을 이용하는 기술로 구분할 수 있다. 이 중 유기물의 이용 기술로는 열분해, 액화, 고체 연료화, 퇴비화 등이 있으며, 무기물의 재활용 기술로는 경량골재, 벽돌, 용융슬래그, 복토재 활용 등으로 재활용이 가능하다.For this reason, research on the recycling of sewage sludge has been actively conducted in recent years. The sludge recycling method can be largely classified into a technology using organic material and a technology using inorganic material. Among them, the use of organic materials includes pyrolysis, liquefaction, solid fuelization, and composting, and the recycling technology of inorganic materials can be recycled using light aggregate, brick, molten slag, and cover material.
특히, 상기와 같은 유용한 처리방법 중 하나인 복토재 활용은 좁은 국토로 매립지 확보 및 복토를 위한 흙의 안정적인 확보에 어려움이 예상되는 국내 현실을 감안한다면 흙을 대체할 대용 복토재의 개발 및 실용화는 기존 매립지의 수명 연장 및 환경오염 방지측면과 경제적인 측면에서 매우 중요한 의미를 지닌다. 또한 이상적인 슬러지의 재활용을 위해서는 인체 및 환경에 영향을 미치지 않아야한다는 전제조건이 충족된다면 경제적 측면과 환경적인 측면에서 슬러지의 재활용은 매우 중요한 과제라 할 수 있다.In particular, the use of cover material, which is one of the above useful treatment methods, is a narrow country, and considering the domestic reality that it is difficult to secure landfill and stable soil for cover, development and commercialization of substitute cover material to replace soil is an existing landfill. Has a very important meaning in terms of extending the life span and preventing environmental pollution and economical aspects. In addition, if the prerequisite that ideal sludge recycling should not affect the human body and the environment is met, recycling of sludge is very important in terms of economic and environmental aspects.
이와 같은 요구로 최근에는 하수처리장에서 발생된 하수슬러지에 각종 고화제를 첨가하여 고형화 시킴으로써 하수슬러지를 복토재로서 재활용할 수 있도록 한 여러가지 기술들이 제안된 바 있다.Recently, various techniques have been proposed to recycle sewage sludge as cover material by adding various solidifying agents to the sewage sludge generated in the sewage treatment plant.
그 중, 대한민국 공개특허공보 제2000-25028호에는 하수슬러지에 특수 고화제로서 석고, 생석회, 시멘트 등를 혼합하고 500℃ 이하로 가열한 후 대기중에서 냉각시킨 것을 매립토로 사용하는 기술이 개시되어 있다.Among them, Korean Patent Laid-Open Publication No. 2000-25028 discloses a technique of mixing gypsum, quicklime, cement, and the like into sewage sludge as a special hardening agent, heating it to 500 ° C. or lower, and cooling it in the air as landfill soil.
그러나 위와 같이 고화제로서 시멘트, 생석회를 사용하는 기존 방식의 경우에는 하수슬러지와 첨가물 혼합, 양생, 건조과정에서 발열반응이 일어나며 타 방안에 비해 PH 상승으로 인한 암모늄이온이 암모니아 가스로 전환되어 심한 악취가 발생되는 문제가 있다. 또한, 고화처리를 위한 부지확보, 재활용에 따른 토양오염 최소화 등의 문제를 해결해야 하는 등의 문제가 있다. However, in the conventional method using cement and quicklime as a solidifying agent, exothermic reactions occur in the process of mixing sewage sludge and additives, curing and drying. There is a problem that occurs. In addition, there is a problem such as securing a site for the solidification treatment, to solve problems such as minimizing soil pollution due to recycling.
발명은 상기한 바와 같은 종래의 문제점을 해소하기 위한 것으로, 하수슬러지에 토질역학적인 강도, 투수계수 등 복토재로서의 목적에 부합되는 것과 동시에 복토재 생성시 발생되는 악취를 최소화할 수 있으며, pH 12 정도를 유지함으로서 대장균 등 병원성미생물의 사멸을 유도하여 작업자에게 위생적인 작업환경을 제공할 수 있는 산업부산물을 활용한 친환경 매립지 인공 복토재 제조방법을 제공하는 데에 그 목적이 있다.The present invention is to solve the conventional problems as described above, to meet the purpose as a cover material, such as soil mechanical strength, permeability coefficient in the sewage sludge, and at the same time can minimize the odor generated when creating the cover material, pH 12 The purpose of the present invention is to provide an environmentally friendly landfill artificial cover material manufacturing method using industrial by-products that can induce the killing of pathogenic microorganisms such as Escherichia coli and provide a hygienic working environment to workers.
상기한 목적을 달성하기 위한 구체적인 수단으로서 본 발명은, 하수 슬러지와 이 하수 슬러지에 포함된 유기물을 고화시켜 재활용 할 수 있도록 하수슬러지 100중량부에 대해 생석회를 5내지 30중량부 범위내에서 정량 혼합하여 하수 슬러지를 고화시키는 고화단계; 상기 고화단계를 거쳐 생성되어진 하수 슬러지 고화물에 다공질의 악취조절 탈취제를 상기 하수슬러지 100중량부에 대해 10내지 50중량부 범위내에서 정량 혼합하는 탈취제 혼합단계; 폐석고와 폐실리카를 중량비 1:0.7 비율로 혼합한 혼합물을 상기 생석회 혼합전의 하수슬러지 100중량부에 대해 10내지 30중량부 범위내에서 정량 혼합하는 폐기물 혼합단계;를 거쳐 제조되는 것을 특징으로 하는 산업부산물을 활용한 친환경 매립지 인공 복토재 제조방법 및 그 제조방법에 의해 제조된 인공 복토재를 제공한다.As a specific means for achieving the above object, the present invention, quantitative mixing of quicklime within the range of 5 to 30 parts by weight of quicklime with respect to 100 parts by weight of sewage sludge so as to solidify and recycle sewage sludge and organic matter contained in the sewage sludge. Solidifying step to solidify the sewage sludge; Deodorant mixing step of quantitatively mixing the porous odor control deodorant in the range of 10 to 50 parts by weight based on 100 parts by weight of the sewage sludge to the sewage sludge solidified through the solidification step; The waste mixing step of mixing the waste gypsum and silica in a ratio of 1: 0.7 by weight ratio of 10 to 30 parts by weight with respect to 100 parts by weight of sewage sludge before mixing the quicklime; It provides an environmentally friendly landfill artificial cover material manufacturing method using by-products and artificial cover material manufactured by the method.
여기서, 본 발명의 실시예에 따르면 상기 악취조절 탈취제는, 알럼계열의 정수장 슬러지, 플라이애쉬, 폐실리카중 선택된 어느 하나의 처리물 100 중량부, 상기 처리물 대비 인산(K3PO4, KH2PO4, K2HPO4, NH4H2PO4, H3PO4중 하나) 10~50 중량부, 상기 처리물 대비 물 100중량부를 각각 혼합하는 혼합 단계와, 상기 혼합물을 1~3시간 동안 교반기를 통해 교반시켜 반응시키되, 80~150℃의 온도를 유지하며 상기 혼합물의 수분만을 증발시키는 반응 단계와, 반응이 완료되면 반응물을 1~3시간동안 상온에서 교반기를 통해 교반시켜 냉각시키는 냉각 단계 및 냉각이 완료되면 상기 반응물에 함유된 수분이 완전 증발되도록 100~300℃의 유지된 조건의 건조기에서 건조시켜 최종물인 탈취제를 얻어내는 건조 단계를 거쳐 제조되는 것을 특징으로 한다.Here, according to an embodiment of the present invention, the odor control deodorant, 100 parts by weight of any one selected from the treatment plant sludge, fly ash, waste silica of the alum series, phosphoric acid (K3PO4, KH2PO4, K2HPO4, NH4H2PO4 compared to the treatment) , One of H 3 PO 4) 10 to 50 parts by weight, the mixing step of mixing 100 parts by weight of water with respect to the treated material, respectively, and the mixture is stirred by stirring for 1 to 3 hours to maintain a temperature of 80 ~ 150 ℃ And a reaction step of evaporating only the moisture of the mixture, and a reaction step of cooling the reactant through a stirrer at room temperature for 1 to 3 hours when the reaction is completed and 100% of the water contained in the reactant to completely evaporate when the cooling is completed. It is characterized in that it is manufactured through a drying step of obtaining a deodorant which is the final product by drying in a dryer of maintained condition of ~ 300 ℃.
이하, 본 발명의 바람직한 실시예에 따른 산업부산물을 활용한 친환경 매립지 인공 복토재 제조방법을 상세히 설명한다.Hereinafter, an environmentally friendly landfill artificial cover material manufacturing method using industrial by-products according to a preferred embodiment of the present invention will be described in detail.
본 발명에 따른 매립장 인공 복토재 제조방법은, 수분함량이 80내지 85%인 하수슬러지에 생석회를 적정량 혼합시켜 고화시키는 고화단계와, 이 고화단계를 거쳐 생성되어진 하수 슬러지 고화물에 다공질의 악취조절 탈취제를 정량 혼합하는 탈취제 혼합단계와, 폐석고와 폐실리카를 적정 비율로 혼합한 혼합물을 상기 생석회 혼합전의 하수슬러지 100중량부에 대해 10내지 30중량부 범위내에서 정량 혼합하는 폐기물 혼합단계로 이루어진다. In the method of manufacturing landfill artificial cover material according to the present invention, a solidifying step of solidifying by mixing an appropriate amount of quicklime with sewage sludge having a water content of 80 to 85%, and a porous odor control deodorant to the sewage sludge solidified through the solidification step Deodorant mixing step of mixing quantitatively, and waste mixing step of quantitatively mixing the mixture of waste gypsum and waste silica in an appropriate ratio within the range of 10 to 30 parts by weight based on 100 parts by weight of sewage sludge before mixing the quicklime.
본 발명에 따른 제조방법을 각 단계별로 보다 구체적으로 설명하면 다음과 같다.Referring to the manufacturing method according to the present invention in more detail for each step as follows.
고화단계는 수분함량이 80내지 85%인 하수슬러지에 생석회를 적정량 혼합시시킴으로서 하수슬러지와 이 하수슬러지에 포함된 유기물을 고화시키는 과정이다.The solidification step is a process of solidifying sewage sludge and the organic matter contained in the sewage sludge by mixing an appropriate amount of quicklime with sewage sludge having a water content of 80 to 85%.
여기서, 상기 생석회는 하수슬러지를 신속하게 반응시켜 고화시간을 단축시킴으로써 생산성을 증가시키는 동시에 유기물의 직접매립에 따른 토양성분의 불균형과 안전성 문제 등을 효과적으로 해결하고, 아울러 슬러지의 고열 및 발열반응을 유도하여 하수슬러지를 건조시켜 고화반응으로 인한 강도와 투수계수를 증진시킬 목적으로 첨가된다. Here, the quicklime reacts quickly with sewage sludge, shortens the solidification time, increases productivity, and effectively solves imbalances and safety problems of soil components due to direct landfilling of organic matter, and also induces high temperature and exothermic reactions of sludge. It is added for the purpose of drying the sewage sludge to increase the strength and permeability coefficient due to the solidification reaction.
본 과정에서 혼합되는 상기 생석회의 혼합량은 하수슬러지의 함수율 및 유기물량을 고려하여 혼합함이 바람직할 것인 바, 본 실시예에 따르면 수분함량이 80%내지 85%로서 어느 정도 탈수된 하수슬러지 100중량부에 대해 5내지 30중량부가 정량 혼합된다. The mixing amount of the quicklime mixed in this process is preferably mixed in consideration of the water content and the organic content of the sewage sludge, according to this embodiment, the water content of 80% to 85% to some extent dehydrated sewage sludge 100 5 to 30 parts by weight of the parts by weight is mixed quantitatively.
여기에서, 상기 하수슬러지 100중량부에 대한 생석회의 혼합량은 적절한 함수 제어를 위한 최적의 다짐비로서, 생석회의 혼합비가 하수슬러지 100중량부에 대해 5중량부 미만으로 첨가되면 고열 및 발열반응의 반응성이 떨어져 수분건조 효과를 기대할 수 없고, 30중량부를 초과하여 첨가되면 고화반응 후 복토재의 강도와 밀도가 기대치 이상으로 높아져 투수성이 현저히 떨어지는 문제가 발생되므로 하수슬러지 100중량부에 대해 5내지 30중량부를 정량 혼합하는 것이 바람직하다. Here, the mixing amount of quicklime with respect to 100 parts by weight of sewage sludge is the optimum compaction ratio for proper function control, the reaction of high heat and exothermic reaction when the mixing ratio of quicklime is added less than 5 parts by weight with respect to 100 parts by weight of sewage sludge In addition, the water-drying effect cannot be expected, and if it is added in excess of 30 parts by weight, the strength and density of the cover material after the solidification reaction are higher than expected, resulting in a problem of remarkably inferior permeability, so 5 to 30 parts by weight for 100 parts by weight of sewage sludge. It is preferable to quantitatively mix the parts.
탈취제 혼합단계는 고화단계에서 생석회 혼합 시 발생하는 암모니아 가스를 흡착 고정시켜 악취를 제어할 목적으로 상기 고화단계를 거쳐 생성되어진 하수 슬러지 고화물에 다공질의 악취조절 탈취제를 정량 혼합시키는 과정이다. The deodorant mixing step is a process of quantitatively mixing the porous odor control deodorant with the sewage sludge solidified through the solidification step by adsorbing and fixing ammonia gas generated during quicklime mixing in the solidification step to control odor.
여기에서, 상기 다공질의 악취조절 탈취제로는 본 출원인에 의해 선 출원된 대한민국 특허출원 제2006-82194(명칭 :하수슬러지 고화시 발생되는 악취 제거용 탈취제 제조방법 및 그 제조된 탈취제)호에서 제안된 탈취제가 이용될 수 있다. Here, the porous odor control deodorant proposed in the Republic of Korea Patent Application No. 2006-82194 (name: manufacturing method for removing odor generated when sewage sludge solidified and the deodorant produced there) previously filed by the present applicant Deodorants may be used.
구체적으로, 상기 악취조절 탈취제는, 알럼계열의 정수장 슬러지, 플라이애쉬, 폐실리카중 선택된 어느 하나의 처리물 100 중량부, 상기 처리물 대비 인산(K3PO4, KH2PO4, K2HPO4, NH4H2PO4, H3PO4중 하나) 10~50 중량부, 상기 처리물 대비 물 100중량부를 각각 혼합하는 혼합 단계와, 상기 혼합물을 1~3시간 동안 교반기를 통해 교반시켜 반응시키되, 80~150℃의 온도를 유지하며 상기 혼합물의 수분만을 증발시키는 반응 단계와, 반응이 완료되면 반응물을 1~3시간동안 상온에서 교반기를 통해 교반시켜 냉각시키는 냉각 단계 및 냉각이 완료되면 상기 반응물에 함유된 수분이 완전 증발되도록 100~300℃의 유지된 조건의 건조기에서 건조시켜 최종물인 탈취제를 얻어내는 건조 단계를 거쳐 얻어질 수 있다.Specifically, the malodor control deodorant, 100 parts by weight of any one selected from the treatment plant sludge, fly ash, waste silica of the column series, phosphoric acid (K3PO4, KH2PO4, K2HPO4, NH4H2PO4, H3PO4) relative to the treatment 10 ~ 50 parts by weight, the mixing step of mixing 100 parts by weight of water with respect to the treatment, and the mixture is reacted by stirring through a stirrer for 1 to 3 hours, maintaining a temperature of 80 ~ 150 ℃ only water of the mixture The reaction step of evaporation, and when the reaction is complete, the reaction step is cooled by stirring the stirrer at room temperature for 1 to 3 hours and cooled, and when the cooling is completed is maintained at 100 ~ 300 ℃ to completely evaporate the water contained in the reactant It can be obtained through a drying step of drying in a dryer of conditions to obtain the final deodorant.
본 과정에서 혼합되는 상기 악취조절 탈취제의 혼합량은 바람직하게 상기 하수슬러지 100중량부에 대해 10내지 50중량부가 혼합된다. 이는 하수슬러지 100중량부에 대해 상기 악취조절 탈취제가 10중량부 미만으로 첨가되는 경우에는 악취 물질인 암모니아 가스의 제어에 문제가 발생되며, 50중량부를 초과하여 첨가되는 경우에는 최종산물의 함수율 30내지 35%를 미만으로 떨어져 추후 복토 작업 시 오히려 수분을 다시 조절해야 하는 문제가 발생되기 때문이다.The amount of the malodor control deodorant mixed in this process is preferably 10 to 50 parts by weight based on 100 parts by weight of the sewage sludge. If the odor control deodorant is added less than 10 parts by weight based on 100 parts by weight of sewage sludge, there is a problem in controlling the ammonia gas, which is a malodorous substance. This is because less than 35% of the water is required to be re-controlled during later cover work.
한편, 폐기물 혼합단계는 최종 산물인 복토재가 적당한 강도와, 투수계수를 갖도할 목적으로 생석회 및 악취조절 탈취제를 혼합한 상기한 혼합물에 산업부산물을 정량 혼합시키는 단계이다. On the other hand, the waste mixing step is a step of quantitatively mixing the industrial by-products in the above-described mixture of the quicklime and the odor control deodorant for the purpose of having the final product cover material having a suitable strength and permeability coefficient.
상기 산업부산물로는 바람직하게 폐석고와, 폐실리카를 정량 비율로 혼합한 혼합물이며, 더 바람직하게는 폐석고와 폐실리카를 중량비 1:0.7 비율로 혼합한 혼합물이 이용된다.The industrial by-product is preferably a mixture of waste gypsum and waste silica in a quantitative ratio, and more preferably a mixture of waste gypsum and waste silica in a weight ratio of 1: 0.7.
여기서, 상기 폐석고(티타늄제조공정에서 발생되는 폐티탄석고)와 폐실리카는이 최종 복토재의 토질역학적인 강도, 투수계수, 중금속 용출을 억제시키며 복토재 생성 시 악취발생을 최소화시킬 목적으로 첨가되는데, 상기한 고화 및 악취조절 탈취제 혼합단계를 거치면서 고화된 하수슬러지 고화물에 혼합되는 형태로 첨가된다. Here, the waste gypsum (waste titanium gypsum produced in the titanium manufacturing process) and the waste silica is added to the purpose of suppressing the soil mechanical strength, permeability coefficient, leaching of heavy metals of this final cover material and to minimize the generation of odor when the cover material is produced. A solidification and malodor control deodorant mixing step is added to the solidified sewage sludge solidified form.
본 과정에서 혼합되는 상기 폐석고와 폐실리카를 혼합한 혼합물의 혼합량은 바람직하게 상기 하수슬러지 100중량부 대비 10내지 30중량부가 정량 혼합된다. The mixing amount of the mixture of the waste gypsum and waste silica mixed in this process is preferably 10 to 30 parts by weight compared to 100 parts by weight of the sewage sludge.
여기에서, 하수슬러지 100중량부에 대해 10중량부 미만으로 첨가되는 경우에는 최종적으로 생성되어지는 복토재의 함수율이 높아져 보관 및 운반이 용이하지 못하게 되며, 100중량부 초과시에는 혼합재의 점성력이 떨어져 크랙으로 인한 압축강도 발현과 투수계수에 문제가 야기될 수 있기 때문에 상기한 중량부 범위내에서 혼합시킴이 바람직하다. Here, when added to less than 10 parts by weight with respect to 100 parts by weight of sewage sludge, the moisture content of the finally produced cover material becomes high to facilitate the storage and transportation, and when it exceeds 100 parts by weight, the viscosity of the mixed material falls to cracks It is preferable to mix within the above weight part range because it may cause problems in the expression of compressive strength and the permeability coefficient.
이하, 구체적인 실시예 및 비교예를 통해 본 발명의 작용 및 효과에 대해 살펴보기로 한다.Hereinafter, the operation and effects of the present invention will be described through specific examples and comparative examples.
<실시예><Example>
하수슬러지 100중량부에 대하여 생석회 중량부 10을 정량 투입한 후 혼합하여 가스 검진관을 통해 암모니아 내·외부 농도를 측정한다. 100 parts by weight of sewage sludge is weighed into 10 parts by weight of quicklime, mixed and measured in and out of ammonia through a gas test tube.
그런 다음, 상기 생석회가 혼합된 하수슬러지 혼합물에 다공성 물질인 상기한 악취조절 탈취제를 생석회 혼합전의 하수슬러지 100중량부에 대해 20중량부를 정량 투입하고, 여기에 폐석고(폐인산석고, 폐티탄석고 등)와 폐실리카를 중량비 1:0.7 비율로 혼합한 산업부산물 혼합물을 상기 생석회 혼합전의 하수슬러지 100중량부에 대해 20중량부를 정량 투입하여 혼합시킨다.Then, 20 parts by weight of the above-described odor control deodorant, which is a porous material, to 100 parts by weight of sewage sludge before mixing quicklime is mixed into the sewage sludge mixed with quicklime, and waste gypsum (waste phosphate, waste titanium gypsum, etc.) is added thereto. ) And 20% by weight of the industrial by-product mixture containing waste silica in a ratio of 1: 0.7 by weight based on 100 parts by weight of sewage sludge prior to mixing the quicklime.
이 때, 상기 사용되는 조성물 중 하수슬러지는 60% 내지 70%가 유기물이며, 무기물중에서는 SiO2가 17.78%로 가장 높은 비율을 차지하고 있으며, 다음으로 Al2O3 7.42%, P2O5 3.81% 순으로 포함되어 있다. 그리고, 상기 생석회는 CaO가 68.84%로 가장 높게 나타났고, SiO2가 7.20%를 차지하고 있다. At this time, the sewage sludge of the composition used is 60% to 70% of the organic matter, SiO 2 in the inorganic material occupies the highest ratio of 17.78%, Next, Al 2 O 3 7.42%, P 2 O 5 3.81 Included in% order. In the quicklime, CaO was the highest at 68.84% and SiO 2 was 7.20%.
<비교예>Comparative Example
함수율이 80내지 85%인 하수슬러지 100중량부에 시멘트 20중량부, 생석회 10중량부를 정량 혼합하였다.20 parts by weight of cement and 10 parts by weight of quicklime were mixed in 100 parts by weight of sewage sludge having a water content of 80 to 85%.
아래 <표 1>은 상기한 본 발명의 실시예 및 비교예에 따른 최종산물 즉, 복토재에 대한 일반 상온에서의 시간경과에 따른 압축강도 및 pH변화량 측정 결과이다.Table 1 below is a result of measuring the compressive strength and pH change according to the elapsed time at normal room temperature for the final product, that is, the cover material, according to the examples and comparative examples of the present invention.
상기 <표 1>을 통해 알 수 있는 바와 같이, 본 발명의 실시예에 의하면, 그 일축압축강도가 1일부터 7일까지 복토재로서 사용가능한 강도권고치인 0.5㎏/㎠ 이상을 만족하고 있으며, pH 역시 12정도 3일 유지가 가능한 결과를 통해서도 알 수 있듯이 대장균 등 유해세균의 사멸을 유도할 수 있는 범위 내에 있다. As can be seen from Table 1, according to an embodiment of the present invention, the uniaxial compressive strength satisfies 0.5 kg / cm 2 or more, which is a strength recommendation value that can be used as a cover material from 1 to 7 days, and pH As can be seen from the results that can be maintained for 12 days or 3 days, it is within the range that can induce the killing of harmful bacteria such as Escherichia coli.
반면에, 비교예에 의하면, 1일부터 7일까지 그 pH가 폐기물관리법상 폐기물로 지정되는 pH 12.5이상으로서 사용이 불가하다.On the other hand, according to the comparative example, it is impossible to use it as pH 12.5 or more from 1 day to 7 days whose pH is designated as waste by waste management law.
<표 2>는 상기한 본 발명의 실시예 및 비교예에 따른 복토재의 투수계수 변화량 측정 결과이다.<Table 2> is a result of measuring the change in the coefficient of permeability of the cover material according to the examples and comparative examples of the present invention described above.
투수계수의 경우 국내의 하수슬러지를 재활용한 복토재의 투수계수에 대한 특별한 규정사항은 없으나, 국내 수도권 매립지 기반시설 조성사업의 복토층에 대한 투수계수의 설계적용조건을 5×10-5㎝/s로 제시하고 있다. 이를 기준으로 살펴봤을 때 상기 표를 통해 알 수 있듯이 본 발명의 실시예에 의하면, 1, 3, 7일 투수계수 기준 7.67×10-6내지 1.02×10-7로서 상기 투수계수의 설계적용조건을 충분히 만족하고 있다.In case of permeability coefficient, there is no special requirement for permeability coefficient of cover soil recycled from domestic sewage sludge, but the design application condition of permeability coefficient for cover layer of domestic metropolitan landfill infrastructure construction project is 5 × 10 -5 ㎝ / s. Suggesting. As can be seen from the above table when looking at this standard, according to an embodiment of the present invention, permeability coefficient based on 1, 3, 7 days 7.67 × 10 -6 to It is 1.02 × 10 −7, which satisfies the design application conditions of the permeability coefficient.
<표 3>은 상기한 본 발명의 실시예 및 비교예에 따른 복토재의 시간경과에 따른 악취발생정도를 측정한 결과이다.<Table 3> is the result of measuring the degree of odor occurrence according to the time elapse of the cover material according to the embodiment and the comparative example of the present invention described above.
위의 <표 3>를 통해 알 수 있듯이, 기존 고화방법인 비교예의 경우 고농도의 암모니아 가스가 발생하여 심한 악취유발을 유도해 작업자의 환경을 위해할 수 있다. 하지만, 다공성 물질인 악취조절 탈취제를 혼합한 본 발명의 실시예의 경우, 암모니아 농도가 표면1cm 및 내부에서도 현저히 낮은 양호한 물성을 가지는 것으로 나타났다.As can be seen from the above <Table 3>, in the case of the comparative example of the existing solidification method, a high concentration of ammonia gas is generated to induce a severe odor can be for the operator's environment. However, in the case of the embodiment of the present invention mixed with the malodor control deodorant is a porous material, it was shown that the ammonia concentration has a significantly lower physical properties even on the surface 1cm and inside.
이상에서 살펴본 본 발명에 의하면, 하수슬러지에 토질역학적/환경공학적인 복토재로서의 목적에 부합되는 것과 동시에 복토재 생성시 발생되는 악취를 최소할 수 있으며, pH 12 정도를 유지함으로서 병원성미생물의 사멸을 유도하여 작업자에게 위생적인 작업환경을 제공할 수 있다.According to the present invention as described above, in accordance with the purpose as a soil mechanical / environmental engineering cover material in sewage sludge can minimize the odor generated when the cover material is produced, by maintaining the pH of about 12 to induce the death of pathogenic microorganisms Provide a hygienic working environment for workers.
또한, 함수량이 40내지 45±5%정도로서 1일 내지 2일 정도 자연 풍건하면 차량과 장비의 작업성을 확보할 수 있고, 유해물질이 용출되지 않아 인체에 무해한 복토재로서의 활용성을 높일 수 있다. 결과적으로, 자원낭비와 환경오염을 방지할 수 있는 작용효과가 있으며 고화제를 보다 저렴한 비용으로 제조할 수 있는 장점이 있다.In addition, when the water content is about 40 to 45 ± 5%, natural air drying for about 1 to 2 days to ensure the workability of the vehicle and equipment, it is possible to improve the utility as a cover material that is harmless to the human body because no harmful substances are eluted. As a result, there is an effect that can prevent the waste of resources and environmental pollution, and there is an advantage that can be manufactured at a lower cost than the hardener.
또, 암모니아와 혼합 시 이 암모니아의 농도를 현저히 줄일 수 있어서 하수 슬러지를 재활용하기 위하여 고형화 할 경우 암모니아 악취에 의한 환경오염 문제를 효과적으로 해결할 수 있는 매우 유용한 발명인 것이다. In addition, the concentration of this ammonia can be significantly reduced when mixed with ammonia is a very useful invention that can effectively solve the environmental pollution problem caused by ammonia odor when solidified to recycle sewage sludge.
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KR100387340B1 (en) * | 2001-12-04 | 2003-06-11 | Kyu Jae You | Weak alkaline organic fertilizer using organic waste such as food garbages and preparation thereof |
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KR100387340B1 (en) * | 2001-12-04 | 2003-06-11 | Kyu Jae You | Weak alkaline organic fertilizer using organic waste such as food garbages and preparation thereof |
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KR101207565B1 (en) * | 2012-04-27 | 2012-12-05 | 김연재 | Method for deodorizing sludge comprising the step of treatment noxious odor-producing materials with sulfuric acid |
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