KR19980033485A - Sewage Sewage Treatment - Google Patents
Sewage Sewage Treatment Download PDFInfo
- Publication number
- KR19980033485A KR19980033485A KR1019980013807A KR19980013807A KR19980033485A KR 19980033485 A KR19980033485 A KR 19980033485A KR 1019980013807 A KR1019980013807 A KR 1019980013807A KR 19980013807 A KR19980013807 A KR 19980013807A KR 19980033485 A KR19980033485 A KR 19980033485A
- Authority
- KR
- South Korea
- Prior art keywords
- cement
- sludge
- sewage
- sewage sludge
- dried
- Prior art date
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 25
- 239000004568 cement Substances 0.000 claims abstract description 52
- 239000010802 sludge Substances 0.000 claims abstract description 32
- 238000000034 method Methods 0.000 claims abstract description 29
- 239000002994 raw material Substances 0.000 claims abstract description 29
- 239000010801 sewage sludge Substances 0.000 claims abstract description 29
- 238000001035 drying Methods 0.000 claims abstract description 20
- 238000004519 manufacturing process Methods 0.000 claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 15
- 239000000446 fuel Substances 0.000 claims abstract description 6
- 230000008569 process Effects 0.000 claims description 13
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 4
- 238000002156 mixing Methods 0.000 abstract description 13
- 239000002699 waste material Substances 0.000 abstract description 10
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 239000000203 mixture Substances 0.000 description 8
- 230000000052 comparative effect Effects 0.000 description 7
- 239000007789 gas Substances 0.000 description 5
- 229910052500 inorganic mineral Inorganic materials 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000011707 mineral Substances 0.000 description 5
- 239000000460 chlorine Substances 0.000 description 4
- 239000004927 clay Substances 0.000 description 4
- 230000018044 dehydration Effects 0.000 description 4
- 238000006297 dehydration reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 235000011941 Tilia x europaea Nutrition 0.000 description 3
- 239000000292 calcium oxide Substances 0.000 description 3
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 3
- 239000012024 dehydrating agents Substances 0.000 description 3
- 239000004571 lime Substances 0.000 description 3
- 239000006028 limestone Substances 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 238000005245 sintering Methods 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- 238000001354 calcination Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 229910052801 chlorine Inorganic materials 0.000 description 2
- 238000009264 composting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010298 pulverizing process Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 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 description 1
- 0 CC(C)C(C)(CB*)C(CC1)CC(CC(C2)*CC3)C1CCC23C1C(*2)C2(*)CC1 Chemical compound CC(C)C(C)(CB*)C(CC1)CC(CC(C2)*CC3)C1CCC23C1C(*2)C2(*)CC1 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- IDRGFNPZDVBSSE-UHFFFAOYSA-N OCCN1CCN(CC1)c1ccc(Nc2ncc3cccc(-c4cccc(NC(=O)C=C)c4)c3n2)c(F)c1F Chemical compound OCCN1CCN(CC1)c1ccc(Nc2ncc3cccc(-c4cccc(NC(=O)C=C)c4)c3n2)c(F)c1F IDRGFNPZDVBSSE-UHFFFAOYSA-N 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000004332 deodorization Methods 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 238000011946 reduction process Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 230000004580 weight loss Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/13—Treatment of sludge; Devices therefor by de-watering, drying or thickening by heating
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
- B09B—DISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
- B09B3/00—Destroying solid waste or transforming solid waste into something useful or harmless
-
- 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
- C04B18/0418—Wet materials, e.g. slurries
-
- 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
-
- 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
- C04B33/00—Clay-wares
- C04B33/02—Preparing or treating the raw materials individually or as batches
- C04B33/13—Compounding ingredients
- C04B33/132—Waste materials; Refuse; Residues
- C04B33/135—Combustion residues, e.g. fly ash, incineration waste
- C04B33/1355—Incineration residues
- C04B33/1357—Sewage sludge ash or slag
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F26—DRYING
- F26B—DRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
- F26B3/00—Drying solid materials or objects by processes involving the application of heat
- F26B3/02—Drying solid materials or objects by processes involving the application of heat by convection, i.e. heat being conveyed from a heat source to the materials or objects to be dried by a gas or vapour, e.g. air
-
- 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
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/20—Sludge processing
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Microbiology (AREA)
- General Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Dispersion Chemistry (AREA)
- Treatment Of Sludge (AREA)
Abstract
본 발명은 하수오니를 시멘트 원료 및 시멘트 제조공정상의 열원으로 사용함으로써 처리하는 방법에 관한 것으로서, 하수오니를 하수처리장내에서 수증기 건조방식에 의해 수분함량 15 내지 35 중량%로 건조한 후 시멘트를 구성하는 총원료의 0.5 내지 10 중량% 범위에서 시멘트 제조용 원료들과 배합하거나, 또는 상기 건조된 오니를 시멘트 제조공정에서 보조연료로서 사용함으로써, 사업장 최대폐기물인 오니를 운송 경비를 절감하면서 시멘트 공장으로 이송하여 별도의 추가 설비없이 시멘트 공장의 기존설비를 활용하여 경제적이고 안정적으로 전량 유효하게 이용할 수 있을 뿐만 아니라 매립에 의한 침출수의 유출이나, 소각시 가스 또는 소각회와 같은 2차 환경오염원의 발생을 방지하고 매립장의 매립연한을 연장시킬 수 있다.The present invention relates to a method for treating sewage sludge as a raw material for cement and a heat source in a cement manufacturing process, wherein the sewage sludge is dried to a water content of 15 to 35 wt% by a steam drying method in a sewage treatment plant to form cement. By mixing with raw materials for cement production in the range of 0.5 to 10% by weight of the total raw material, or by using the dried sludge as a secondary fuel in the cement manufacturing process, by transferring the sludge, the largest waste of the workplace to the cement factory while reducing transportation costs It is possible to utilize the existing facilities of the cement plant economically and stably without any additional facilities, and to prevent the leakage of leachate by landfill or the generation of secondary environmental pollution sources such as gas or incineration ash when incinerated. The landfill age of the landfill can be extended.
Description
본 발명은 하수처리장에서 수처리후 발생되는 폐기물인 오니를 시멘트 원료 및 시멘트 제조공정상의 열원으로 사용함으로써 처리하는 방법에 관한 것으로서, 구체적으로는 하수오니를 하수처리장내에서 직접 건조후 시멘트 공장으로 운송하여 시멘트의 원료 또는 시멘트 제조공정상의 열원으로 사용함으로써 적은 운송비로 폐기물을 안정적이고 경제적으로 재활용하고 2차 환경오염원의 발생을 방지하는 방법에 관한 것이다.The present invention relates to a method for treating sludge, which is a waste generated after a water treatment in a sewage treatment plant, as a heat source in a cement raw material and cement manufacturing process. By using as a raw material of cement or a heat source in the cement manufacturing process, the present invention relates to a method for stably and economically recycling waste at low transportation costs and preventing generation of secondary environmental pollutants.
경제발전에 따른 생활 수준의 향상은 생활하수의 증가를 가져왔고, 이에 따라 하천과 강의 오염을 방지하기 위해 하수처리장은 필연적으로 증가하였다. 이러한 처리장의 증가와 함께 수처리 과정에서 발생되는 오니의 양도 계속 증가하여 이를 효과적으로 처리하는 것이 주요 환경정책 과제중의 하나로 대두되고 있다.Increasing living standards due to economic development has led to an increase in domestic sewage, which inevitably increases sewage treatment plants to prevent pollution of rivers and rivers. With the increase of the treatment plant, the amount of sludge generated in the water treatment process continues to increase, and the effective treatment of the sludge has emerged as one of the main environmental policy tasks.
오니란 수질오염 방지를 위해 하수에 포함되어 있는 입자상, 콜로이드상 및 용존상의 오염물질을 제거한 후 고형상으로 발생되는 폐기물로서, 우리나라의 경우 발생된 지정폐기물중 오니가 차지하는 비율이 48.9%에 이르며, 일본의 경우에도 폐기물 발생량중 가장 높은 비율을 차지하고 있어 이의 효과적인 처리가 절실히 요구되고 있는 실정이다.Sludge is a solid waste generated after removing particulate, colloidal and dissolved pollutants contained in sewage to prevent water pollution. In Korea, sludge accounts for 48.9% of the designated waste generated. Japan also accounts for the highest proportion of waste generation, and its effective treatment is urgently needed.
기존의 오니 처리 방법은 방법이 간단하고 비용이 가장 저렴한 육상매립에 주로 의존해 왔으며, 기타 방법으로는 공해상 투기 또는 퇴비화 등의 활용에 의한 처리가 일반적이다. 최근에는 소각에 의한 감량화 처리가 시도되고 있다.Existing sludge treatment methods have been mainly relied on landfills, which are simple and inexpensive, and other methods are generally treated by dumping or composting. In recent years, the reduction process by incineration is tried.
하지만, 매립이나 해양투기는 2차 오염 발생의 소지가 있어 장기적인 처분방안이 못되고, 소각 역시 설비투자 및 운영비용의 과다 지출이 예상되며 소각시 발생되는 가스와 소각회에 의한 환경오염 재발생 소지가 문제시된다. 퇴비화 방법은 재활용 측면에서는 좋은 방법일 수 있으나 사용량의 한계가 있어 근본적인 해결책이 되지 못한다.However, landfills or dumping at sea are likely to cause secondary pollution, which prevents long-term disposal.Incineration is also expected to result in excessive expenditures on facility investment and operating costs. do. Composting may be a good option for recycling, but it is not a fundamental solution due to the limitations of usage.
시멘트 공정에 의한 오니의 처분도 있으나, 실제로는 경제성이 없어 현실적 활용이 불가능하다. 이는 하수오니와 같이 수분함량이 많은 원료를 시멘트 공정에 사용하기 위해서는, 운송 및 시멘트 제조공정상의 경제성과 운영상 편의를 위하여, 수분함량의 조절이 필수적이기 때문이다.There is also the disposal of sludge by cement process, but it is not economically practical and practical use is impossible. This is because, in order to use the raw material with a high moisture content such as sewage sludge in the cement process, it is necessary to control the moisture content for economical and operational convenience in the transportation and cement manufacturing process.
즉, 기계적인 탈수로는 50 내지 80 중량%까지 수분함량을 줄일 수 있으나, 그 이하로 조절하기 위해서는 추가적인 처리가 필요하다. 그러나, 산화칼슘이나 석회계 고화제를 이용한 탈수공정(미국특허 제 4,295,972 호 및 제 5,217,624 호 참조)의 경우 탈수보조제로 사용되는 탈수제의 원료비용과 혼합처리후 중량증가에 따른 운송비 등을 고려할 때 이 공정은 현실성이 없다. 또한, 시멘트 공정내 폐열 등을 이용하여 건조한 후 시멘트 공장에 직접 활용한 경우(미국특허 제 5,614,016 호 및 제 5,586,510 호 참조)도 있으나, 제거대상인 수분이 80 중량% 이상 함유된 오니를 시멘트 공장까지 운송한다는 것은 물류비용에 큰 부담이 될 수 밖에 없다. 게다가 시멘트공장내 건조용 압착기(dry crusher) 및 스크류 컨베이어(screw conveyer) 등과 같은 건조설비가 추가로 필요하고 건조시 발생되는 가스의 처리를 위해 공정내 복잡한 추가라인을 도입해야 하는 등 공정 운영 및 경제적 관점에서 여러 가지 어려움이 발생된다.That is, the mechanical dehydration can reduce the water content by 50 to 80% by weight, but further treatment is required to adjust to less than that. However, in the case of dehydration process using calcium oxide or lime hardener (see U.S. Patent Nos. 4,295,972 and 5,217,624), considering the raw material cost of the dehydrating agent used as dehydration aid and the transportation cost according to the weight increase after mixing treatment Justice is not realistic. In addition, there is a case where the waste was used in the cement process and then used directly in the cement factory (see US Patent Nos. 5,614,016 and 5,586,510), but transports sludge containing at least 80% by weight of water to be removed to the cement factory. That is a big burden on logistics costs. In addition, it requires additional drying facilities such as dry crushers and screw conveyors in cement plants, and introduces complex additional lines in the process for the treatment of dry gases. Many difficulties arise from the point of view.
이에 본 발명자들은 예의 연구한 결과, 운송 경비를 절감하면서도 추후 공정에 사용하기에 적합한 수준까지 하수오니를 하수처리장내에서 직접 건조한 후 시멘트 공장으로 운송하여 효율적으로 사용함으로써 상기 문제점을 해결할 수 있음을 발견하고 본 발명을 완성하게 되었다.Accordingly, the present inventors have diligently researched and found that the above-mentioned problems can be solved by efficiently transporting sewage sludge directly to a cement plant after being directly dried in a sewage treatment plant to a level suitable for future use while reducing transportation costs. This invention was completed.
본 발명의 목적은 하수오니를 안정적이고 경제적으로 재활용하고 2차 환경오염원의 발생을 방지하기 위해, 시멘트의 원료 또는 시멘트 제조공정상의 열원으로 사용함으로써 하수오니를 처리하는 방법을 제공하는 것이다.It is an object of the present invention to provide a method of treating sewage sludge by using it as a raw material of cement or as a heat source in a cement manufacturing process in order to stably and economically recycle sewage sludge and prevent generation of secondary environmental pollution sources.
도 1은 하수처리장내에서 하수오니를 건조한 후 건조된 하수오니를 시멘트의 원료로서 사용하여 배합, 분쇄 및 소성공정을 거쳐 클링커(clinker)를 생산하기까지의 공정을 도식화한 도이다.1 is a diagram illustrating a process for producing clinker after mixing, pulverizing and calcining by using dried sewage sludge as a raw material of cement after drying sewage sludge in a sewage treatment plant.
상기 목적을 달성하기 위하여 본 발명에서는 하수오니를 하수처리장내에서 수증기 건조방식에 의해 수분함량 15 내지 35 중량%로 건조한 후 시멘트를 구성하는 총원료의 0.5 내지 10 중량% 범위에서 시멘트 제조용 원료들과 배합하거나, 또는 상기 건조된 오니를 시멘트 제조공정에서 보조연료로서 사용함으로써 하수오니를 처리하는 방법을 제공한다.In order to achieve the above object, in the present invention, the sewage sludge is dried in a sewage treatment plant by a water vapor drying method in a water content of 15 to 35% by weight, and the raw materials for cement production in the range of 0.5 to 10% by weight of the total raw materials constituting cement. A method of treating sewage sludge is provided by blending or by using the dried sludge as auxiliary fuel in a cement manufacturing process.
이하 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail.
하수처리장내 침사, 침전, 폭기등과 같은 수처리공정을 모두 거치며 수집된 하수오니는 최종 탈수과정을 통해 배출시 75 내지 80 중량%의 수분을 함유하고 있으며, 수분이외에는 오염물질로서의 유기성분과 소각시 재로 남은 무기물로 구성되어 있다. 본 발명에 따르면, 상기 구성의 하수오니의 유기물은 그자체가 갖는 발열량에 기인하여 시멘트 제조공정상의 연료로서, 무기물은 시멘트의 원료로서 사용된다.Sewage sludge collected through all the water treatment processes such as sedimentation, sedimentation, aeration, etc. in the sewage treatment plant contains 75 to 80% by weight of moisture when discharged through the final dehydration process. Consists of remaining minerals. According to the present invention, the organic matter of the sewage sludge having the above-described structure is used as fuel in the cement manufacturing process due to the calorific value of the sewage itself, and the inorganic matter is used as a raw material of cement.
특정자원을 시멘트 원료화하기 위해서는 사용시 시멘트 품질에 영향을 미치지 않고 재활용시 2차 오염발생이 없어야 한다. 또한, 안정된 공급이 지속적으로 이루어져야 하고 경제성이 있으며 공장내에서 다루기 용이해야 한다. 따라서, 본 발명은 폐기물인 하수오니와 일반적인 시멘트 원료와의 성분상 유사성에 기초를 둔 것으로, 하기 표 1은 시멘트, 시멘트용 원료로서의 점토 및 하수오니의 소각회 성분 분석결과를 나타낸다.In order to cement the specific resources, it should not affect the quality of cement in use and there should be no secondary pollution in recycling. In addition, a stable supply must be made, economical and easy to handle in the factory. Accordingly, the present invention is based on the compositional similarity between waste sewage sludge and a general cement raw material. Table 1 shows the results of incineration ash analysis of clay and sewage sludge as raw materials for cement and cement.
도 1은 하수처리장내에서 하수오니를 건조한 후 건조된 하수오니를 시멘트의 원료로서 사용하여 배합, 분쇄 및 소성공정을 거쳐 클링커를 생산하기까지의 공정을 도식화한 도이다.1 is a diagram illustrating a process for producing clinker after mixing, pulverizing and calcining by using dried sewage sludge as a raw material of cement after drying sewage sludge in a sewage treatment plant.
본 발명에 따르면, 하수처리장에서 최종배출되는 하수오니(a)는 하수처리장내에서 수증기 건조방식에 의해 건조된다. 이 수증기 건조방식에 의해, 오니(a)는 7 내지 10kg/cm2의 증기압 및 200 내지 350℃의 온도가 유지되는 건조기(1)내에서 10 내지 30분의 체류시간동안 5 내지 30톤/hr의 속도로 건조되어 75 내지 80 중량%의 수분함량으로부터 15 내지 35 중량%의 수분함량을 가지게 된다.According to the present invention, the sewage sludge (a) finally discharged from the sewage treatment plant is dried by a steam drying method in the sewage treatment plant. By this steam drying method, the sludge (a) is 5 to 30 tons / hr during the residence time of 10 to 30 minutes in the dryer 1 in which a vapor pressure of 7 to 10 kg / cm 2 and a temperature of 200 to 350 ° C. are maintained. It is dried at a rate of to have a water content of 15 to 35% by weight from a water content of 75 to 80% by weight.
15 내지 35 중량%의 수분을 함유하도록 건조된 오니는 운송시 날리지 않으면서 시멘트 공장내 원료분쇄기(raw mill)에 직접 투입가능할 뿐만 아니라, 상기 건조공정에 따른 70% 이상의 중량감소로 시멘트 공장으로의 오니의 톤당 운송비용을 1/4 이하로 감소시켜 막대한 물류비의 절감을 가져올 수 있다. 또한, 상기 건조를 비교적 낮은 온도조건하에서 수행함으로써 유독성 가스의 발생을 억제할 수 있다.Sludges dried to contain 15 to 35% by weight of water can be added directly to raw mills in cement plants without being blown off during transportation, as well as 70% or more in weight loss due to the drying process. The cost per tonne of sludge can be reduced to less than a quarter, resulting in significant logistical savings. In addition, it is possible to suppress the generation of toxic gases by performing the drying under relatively low temperature conditions.
또한, 본 발명에 따른 건조기(1)내에는 중심을 축으로 하는 교반날개가 설치되어 있어 건조오니를 연속적으로 순환시켜 건조기내 균일한 흐름을 만들고 분쇄효과 또한 부여하고 있다. 또한, 수증기 생성에 소요되는 보조열원으로서 하수처리장내 소화조에서 발생되는 무상의 메탄가스를 사용함으로써 소요되는 연료비를 크게 절감할 수 있으며, 건조기내에서 발생하는 가스는 냉각을 통해 하수처리장내 토양탈취설비로 유도시켜 악취 발생의 소지를 사전예방할 수 있다.In addition, in the dryer 1 according to the present invention, a stirring blade centered on the axis is provided to continuously circulate the dried sludge to create a uniform flow in the dryer and to impart a grinding effect. In addition, by using the free methane gas generated from the digester in the sewage treatment plant as an auxiliary heat source for steam generation, the fuel cost can be greatly reduced, and the gas generated in the dryer is cooled and the soil deodorization facility in the sewage treatment plant is cooled. It can be induced to prevent the occurrence of odor occurrence in advance.
이어, 상기와 같이 건조된 건조오니(b)는 하수처리장내 사일로(silo)(2)에 저장되었다가 시멘트 공장으로 운송되어 호퍼(hopper)(3)에 담겨지고, 시멘트 제조시 총원료의 0.5 내지 10 중량%의 범위로 원료분쇄기(4)에 투입된다. 일반적으로, 포틀랜트 시멘트는 석회석을 주원료로 하여 점토, 규석 및 산화철 등을 분쇄, 배합 및 소성시켜 만드는데, 시멘트 공장내 품질 규격치에 따라 여러 원료물질을 일정량 원료분쇄기에 투입하여 분쇄하면서 배합을 수행한다. 본 발명의 건조오니(b)는 공장내 설비의 추가없이 원료분쇄기(4)로 직접 투입할 수 있으며, 분쇄기(4) 내의 혼합에 따른 발열효과에 기인한 추가 건조효과도 예상된다.Then, the dried sludge (b) as described above is stored in a silo (2) in the sewage treatment plant and transported to a cement factory in a hopper (3), 0.5 of the total raw material in the cement manufacturing It is put into the raw material grinder 4 in the range of 10 weight%. In general, Portland cement is made by crushing, blending and firing clay, silica and iron oxide using limestone as a main raw material.In the cement factory, various raw materials are put into a certain amount of raw material grinder and pulverized. . Drying sludge (b) of the present invention can be directly introduced into the raw material grinder (4) without the addition of equipment in the factory, and further drying effect due to the exothermic effect of the mixing in the grinder (4) is also expected.
본 발명에 따른 건조오니(b)가 투입되고 분쇄된 원료혼합물(c)은 사일로(5)에 담겨졌다가 예열기(6), 칼시너(calciner)(7) 및 킬른(8)을 거쳐 소성된다. 여러 단계의 예열기(6)에 의해 300 내지 350℃, 500℃, 750℃ 및 500 내지 850℃로 순차적으로 예열된 혼합물(c)은 800 내지 900℃의 온도범위를 갖는 칼시너(7)를 지나 킬른(8)이라는 경사진 연속식 소결로에서 1500℃ 조건하에 소성되어 클링커로 제조되는데, 이때 사용된 소결온도에서는 다이옥신이 분해되어 제 2의 환경오염원의 발생이 없는 것으로 알려져 있다.The dried sludge (b) according to the present invention is charged and pulverized, the raw material mixture (c) is contained in a silo (5) and then fired through a preheater (6), a calciner (7) and a kiln (8). . The mixture (c) preheated sequentially to 300 to 350 ° C., 500 ° C., 750 ° C. and 500 to 850 ° C. by several stages of preheater 6 passes through a calciner 7 having a temperature range of 800 to 900 ° C. The kiln 8 is calcined under 1500 ° C. in an inclined continuous sintering furnace to produce clinker, and at the sintering temperature used, dioxin is decomposed to generate a second source of environmental pollution.
본 발명에 따르면, 상기 킬른(8)은 일정량(배합비 4%) 이상의 오니처리를 위해서 반드시 바이패스 라인을 필요로 한다. 바이패스 라인은 킬른내 코팅을 발생시키거나 축적될 수 있는 염소 또는 알칼리의 외부방출을 유도해 시멘트 제품의 품질과 장비의 안정성을 확보해줄 수 있는 장치로서, P2O5, Cl, Mg, Na, K 등과 같이 시멘트 품질에 영향을 줄 수 있는 원료내 성분을 제거하기 때문에 하수오니와 함께 투입되는 여러 폐기물을 대량으로 처리할 수 있다.According to the present invention, the kiln 8 necessarily requires a bypass line for sludge treatment of a predetermined amount (combination ratio 4%) or more. The bypass line is a device that can induce external release of chlorine or alkali that can generate or accumulate coating in the kiln to ensure the quality of cement products and the stability of equipment. P 2 O 5 , Cl, Mg, Na As it removes components in raw materials that may affect the quality of cement, such as K and K, it is possible to treat a large amount of various wastes introduced with sewage sludge.
이어, 상기 킬른(8)에 의해 소성된 원료혼합물을 냉각기(9)를 통과시켜 200 내지 250℃로 냉각시킨 후 시멘트 분쇄기에서 석고 및 슬라그와 혼합 및 분쇄함으로써 시멘트를 제조할 수 있으며, 제조된 시멘트는 제품 사일로에 저장되었다가 적당한 시기에 출하되어 사용된다.Subsequently, the raw material mixture calcined by the kiln 8 may be passed through a cooler 9, cooled to 200 to 250 ° C., and then mixed and pulverized with gypsum and slag in a cement mill, thereby preparing cement. Cement is stored in product silos and shipped and used at the appropriate time.
본 발명에 따르면, 하수처리장내에서 수증기 건조방식에 의해 건조된 오니(b)는 1,500kcal/kg 이상의 열량을 보유한다. 따라서, 본 발명에 따라 건조된 오니는 시멘트 제조공정상의 소결로인 킬른(8)에서 보조연료로서 사용할 수도 있다.According to the present invention, the sludge (b) dried by the steam drying method in the sewage treatment plant has a calorific value of 1,500 kcal / kg or more. Therefore, the sludge dried according to the present invention can also be used as auxiliary fuel in the kiln 8, which is a sintering furnace in a cement manufacturing process.
본 발명에 따른 하수오니의 처리는, 사업장 최대 발생폐기물인 오니를 하수처리장내에서 운송 경비 절감 및 추후 공정에 사용하기에 적합한 수준으로 건조시킴으로써 별도의 추가 설비없이 시멘트 공장의 기존설비를 활용하여 경제적이고 안정적으로 전량 유효하게 이용할 수 있을 뿐만 아니라 매립에 의한 침출수의 유출이나, 소각시 가스 또는 소각회와 같은 2차 환경오염원의 발생을 방지하고 매립장의 매립연한을 연장시킬 수 있다.The treatment of sewage sludge according to the present invention is economical by utilizing existing facilities of a cement plant without additional equipment by drying the sludge, which is the largest waste generated in the workplace, to a level suitable for use in later processes and reducing transportation costs in the sewage treatment plant. In addition to being able to effectively and stably use the whole amount, it is possible to prevent the leakage of leachate by landfill or the generation of secondary environmental pollutants such as gas or incineration ash during incineration and to prolong the landfill length of the landfill.
이하, 본 발명을 하기 실시예에 의거하여 좀더 상세하게 설명하고자 한다. 단, 하기 실시예는 본 발명을 예시하기 위한 것일 뿐, 본 발명의 범위가 이들 만으로 제한되는 것은 아니다.Hereinafter, the present invention will be described in more detail based on the following examples. However, the following examples are only for illustrating the present invention, and the scope of the present invention is not limited thereto.
실시예Example
K 소재 처리장의 하수오니를 채취하여 8kg/cm2의 증기압 및 300℃의 온도하에서 체류시간 20분을 유지시키며 시간당 5톤을 건조처리하였다. 오니의 수분함량은 78 내지 80%에서 29 내지 31%로 감소되었으며, 하기 표 2의 배합비율에 따라 건조된 오니를 석회석, 백운규석 및 전로슬래그와 배합하였다. 배합이후의 광물조성 및 순환물질의 함량을 하기 표 3에 나타내었다.The sewage sludge of the K material treatment plant was collected and dried for 5 tons per hour while maintaining a residence time of 20 minutes under a vapor pressure of 8 kg / cm 2 and a temperature of 300 ° C. The water content of the sludge was reduced from 78 to 80% to 29 to 31%, and the dried sludge was combined with limestone, dolomite quartz and converter slag according to the mixing ratio of Table 2 below. The mineral composition and the content of the circulating material after blending are shown in Table 3 below.
비교예Comparative example
하수오니없이 하기 표 2의 배합비율에 따라 배합한 것을 제외하고는, 상기 실시예와 동일한 반응을 수행하여 배합이후의 광물조성과 순환물질의 함량을 하기 표 3에 나타내었다.Except for blending according to the mixing ratio of Table 2 without sewage, the same reaction as in the above embodiment was carried out to show the mineral composition and the content of the circulating material after the mixing in Table 3.
상기 표 2 및 3으로부터 알 수 있듯이 오니는 점토의 주요 대체물이 될 수 있으며, 배합이후의 광물조성에 있어서 비교예 및 실시예가 큰 차이가 없음을 확인할 수 있었다. 이는 제품으로 사용하는 원래의 원료에 비해 하수오니의 성분이 다량의 불순물들로 이루어졌음을 고려할 때, 상대적으로 우수한 특성이라고 판단할 수 있으며, 순환물질의 함량변화는 시멘트 제조공정상에 문제가 될 수 있으나, 상기 변화정도는 공정규제범위에 미치지 못해 그 영향이 미미하였다.As can be seen from Tables 2 and 3, sludge can be a major substitute for clay, and it can be seen that there are no significant differences between Comparative Examples and Examples in mineral composition after mixing. Considering that the sewage sludge is composed of a large amount of impurities compared to the original raw material used as a product, it can be judged to be a relatively excellent characteristic, and the change in the content of circulating material may be a problem in the cement manufacturing process. However, the degree of change did not fall within the scope of process regulation, so the effect was insignificant.
클링커의 압축강도 실험결과Compressive strength test results of clinker
상기 실시예 및 비교예로부터 얻은 배합물로부터 통상적인 방법으로 제조된 클링커와 표준사(KSL5100(시멘트 강도 시험용))를 1:2.45의 중량비로 혼합하고 물을 첨가하여 시험체를 제조하였다. 제조된 실험체를 20 내지 24시간동안 습기함 또는 습기실에 보관하였다가 꺼내어 유압형 또는 스크류형의 시험기에 넣고 하중을 가하여 시험체를 파괴하였다. 이때 시험기가 나타낸 최대 총 하중을 측정하고 그 압축강도를 계산하여, 압축강도 실험(테스트 규격: KSL5105)결과를 하기 표 4에 나타내었다.From the blends obtained from the examples and comparative examples, clinker and standard yarn (KSL5100 (for cement strength test)) prepared in a conventional manner were mixed at a weight ratio of 1: 2.45, and water was added to prepare a test body. The prepared specimens were stored in a damp or damp room for 20 to 24 hours, then taken out and placed in a hydraulic or screw type tester to apply a load to destroy the specimens. At this time, the maximum total load indicated by the tester was measured and the compressive strength was calculated, and the results of the compressive strength test (test specification: KSL5105) are shown in Table 4 below.
상기 표 4로부터 알 수 있듯이, 실시예 및 비교예로부터 제조된 클링커의 압축강도 실험결과는 유사하였으며, 석회계 탈수제를 사용하여 오니의 건조를 수행한 참고예의 경우도 비슷한 결과를 얻었다.As can be seen from Table 4, the experimental results of the compressive strength of the clinker prepared from the examples and comparative examples were similar, similar results were obtained for the reference example of drying the sludge using a lime-based dehydrating agent.
본 발명에 따른 하수오니의 처리방법에 의하면, 사업장 최대 발생폐기물인 오니를 하수처리장내에서 직접 건조시킴으로써 운송 경비를 절감하면서 별도의 추가 설비없이 시멘트 공장의 기존설비를 활용하여 경제적이고 안정적으로 전량 유효하게 이용할 수 있을 뿐만 아니라 매립에 의한 침출수의 유출이나, 소각시 가스 또는 소각회와 같은 2차 환경오염원의 발생을 방지하고 매립장의 매립연한을 연장시킬 수 있다.According to the treatment method of sewage sludge according to the present invention, by directly drying the sludge, which is the largest waste generated in the workplace, in the sewage treatment plant, it is possible to economically and stably utilize the existing facilities of the cement plant without any additional facilities while reducing transportation costs. In addition, it is possible to prevent the outflow of leachate from landfill or secondary environmental pollutants such as gas or incineration ash when incinerated and to extend the landfill length of the landfill.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019980013807A KR100256021B1 (en) | 1998-04-17 | 1998-04-17 | Method of treating sewage sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019980013807A KR100256021B1 (en) | 1998-04-17 | 1998-04-17 | Method of treating sewage sludge |
Publications (2)
Publication Number | Publication Date |
---|---|
KR19980033485A true KR19980033485A (en) | 1998-07-25 |
KR100256021B1 KR100256021B1 (en) | 2000-05-01 |
Family
ID=19536389
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1019980013807A KR100256021B1 (en) | 1998-04-17 | 1998-04-17 | Method of treating sewage sludge |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100256021B1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101358153B (en) * | 2008-09-22 | 2011-09-21 | 武汉路德科技有限责任公司 | Dry sludge production method of auxiliary fuel for power plant boiler and process equipment |
KR102015563B1 (en) | 2019-01-10 | 2019-08-28 | 조천희 | Folwable landfill cover soil composition |
KR102106528B1 (en) | 2019-08-21 | 2020-05-04 | 조경일 | Folwable landfill cover soil composition |
KR20210144250A (en) | 2020-05-22 | 2021-11-30 | (주)브리콘랩 | Flowable Fill |
-
1998
- 1998-04-17 KR KR1019980013807A patent/KR100256021B1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR100256021B1 (en) | 2000-05-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Chang et al. | Valorization of sewage sludge in the fabrication of construction and building materials: A review | |
Xu et al. | The utilization of lime-dried sludge as resource for producing cement | |
US5199987A (en) | Method of producing cement clinker | |
KR20140092699A (en) | Sludge solidified agent and menufacturing method of artificial soil usign the same | |
JPH0398700A (en) | System for using sewage sludge as resources | |
WO2019002692A1 (en) | A method and an apparatus for processing an industrial side stream material | |
EP3838861A1 (en) | Method and system for producing cement clinker and a second calcined material | |
CN110887044A (en) | Method for cooperatively treating hazardous waste by using cement kiln | |
KR100337084B1 (en) | method for manufacturing compost by using sewage sluge | |
KR100256021B1 (en) | Method of treating sewage sludge | |
KR20220021483A (en) | Method and apparatus for treating water treatment residues | |
PL165439B1 (en) | Method of treating sewage sludge | |
KR102454093B1 (en) | Raw Composition for Eco Cement Clinker, Eco Cement Clinker Using the Raw Composition and The Eco Cement | |
Strigáč | Effect of selected alternative fuels and raw materials on the cement clinker quality | |
KR20160075018A (en) | Dehydration material manufacturing method of sludge with high water containing rate and dehydration material of the same | |
JP2007169099A (en) | Fired body | |
Barkakati et al. | Paddy husk as raw material and fuel for making Portland cement | |
Blanco-Varela et al. | Validity of water industry wastes in cement industry | |
KR100555629B1 (en) | Manufacturing method of cement clinker using waste titan gypsum and apparatus thereof | |
EP3519369B1 (en) | Process enabling the use alternative fuels with high chlorine content in clinker production | |
JP3666940B2 (en) | How to make sewage sludge into cement | |
RU2816183C1 (en) | Method of processing solid household wastes | |
UA80410C2 (en) | Mixture of additions for production of cement clinker and its usage | |
Dahhou et al. | Reusing drinking water sludge: Physicochemical features, environmental impact and applications in building materials: A mini review | |
EP0613867A1 (en) | Method for manufacturing a pozzolanic material from paper sludge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
G15R | Request for early opening | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20130218 Year of fee payment: 14 |
|
FPAY | Annual fee payment |
Payment date: 20140217 Year of fee payment: 15 |
|
FPAY | Annual fee payment |
Payment date: 20150213 Year of fee payment: 16 |
|
FPAY | Annual fee payment |
Payment date: 20160212 Year of fee payment: 17 |
|
FPAY | Annual fee payment |
Payment date: 20170113 Year of fee payment: 18 |
|
FPAY | Annual fee payment |
Payment date: 20180222 Year of fee payment: 19 |
|
EXPY | Expiration of term |