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1. 发明授权

KR101402877B1 고로 슬래그를 이용한 친환경 에코 채움재 제조방법 有权
标题翻译：使用BLAST FURNACE SLAG的生物友好填料的制造方法
公开(公告)号：KR101402877B1
公开(公告)日：2014-06-02
申请号：KR1020130143874
申请日：2013-11-25
申请人： 주식회사 한화건설 , 에스아이 주식회사
发明人： 정승우 , 조상민 , 김성민 , 곽금옥 , 박승국 , 김정수 , 강승훈 , 박재성 , 김현대 , 김승용
IPC分类号： C04B18/04 , C04B22/06
CPC分类号： Y02W30/91 , C04B18/142 , C04B7/12 , C04B18/08 , C04B18/105 , C04B22/145
摘要： The present invention relates to a method for manufacturing an eco-friendly filler using a blast furnace slag and, more specifically, to a method for manufacturing an eco-friendly filler using a blast furnace slag which allows recycling of industrial by-products being buried, such as desulfurization by-products and fly ash, as eco-friendly construction materials by classifying, screening, and processing by adding the blast furnace slag. According to the present invention, the eco-friendly filler using the blast furnace slag is manufactured by mixing 55-65 wt% of blast surface slag micropowder, 10-20 wt% of F class fly ash, 2-5 wt% of desulfurization by-products, 10-20 wt% of C class fly ash, and 10-20 wt% of paper sludge incineration ash.
摘要翻译：本发明涉及使用高炉矿渣制造环保型填料的方法，更具体地说，涉及使用高炉矿渣制造环保型填料的方法，所述方法允许对被埋设的工业副产物进行再循环，如脱硫副产物和飞灰，作为环保建筑材料，通过加入高炉渣进行分选，筛选和加工。根据本发明，使用高炉矿渣的环保型填料通过混合55-65重量％的鼓风表面矿渣微粉，10-20重量％的F级飞灰，2-5重量％的脱硫由产品，10-20重量％的C级粉煤灰和10-20重量％的污泥焚烧灰。

2. 发明授权

KR102037008B1 유로 전환 밸브를 이용한 SWRO 막오염 분산 시스템 및 이를 이용한 SWRO 막오염 분산 유지관리 방법 有权
公开(公告)号：KR102037008B1
公开(公告)日：2019-10-25
申请号：KR1020180172328
申请日：2018-12-28
申请人： 주식회사 한화건설
发明人： 조용주 , 박승국 , 박정수 , 임동석 , 이태국
IPC分类号： B01D65/02 , B01D65/08 , B01D61/02 , B01D61/08 , B01D61/10 , C02F1/44 , B01D65/10

3. 发明公开

KR1020160067235A 분리막에 수직으로 설치된 공기환원전극을 구비한 미생물연료전지 有权
标题翻译：微型燃料电池与空气阴极通向分离器
公开(公告)号：KR1020160067235A
公开(公告)日：2016-06-14
申请号：KR1020140171839
申请日：2014-12-03
申请人： 한국수자원공사 , 주식회사 태영건설 , 주식회사 한화건설 , 한국해양대학교 산학협력단
发明人： 김병군 , 서인석 , 김홍석 , 김연권 , 김지연 , 김대현 , 신정훈 , 최한나 , 장훈 , 차재환 , 신경숙 , 박승국 , 송영채
IPC分类号： H01M8/16 , H01M8/02 , H01M4/86
CPC分类号： Y02E60/527 , H01M8/16 , H01M4/86 , H01M8/02 , H01M8/0223 , H01M8/0228 , H01M8/0234 , H01M8/0239 , H01M8/0245
摘要： 본발명은분리막에수직으로설치된공기환원전극을구비한미생물연료전지에관한것으로서, 산화전극이충진된산화전극부와, 상기산화전극부의상부에설치되는환원전극부와, 상기산화전극부와환원전극부사이에설치되는분리막을포함하며, 슬러지배출부를구비하여슬러지가유입수의흐름을막아발생하는편흐름을방지할수 있는장점이있으며, 다수의환원전극들을스페이서를이용하여각각구분하고, 상기스페이서의재질을금속으로하며, 상기스페이서의상부에전기인출수단을연결함으로인해, 종래와같이환원전극하나하나에전기인출수단을연결하지않아도되므로, 전기추출구조가간단한장점이있다.
摘要翻译：本发明涉及具有垂直于分离器的空气阴极的微生物燃料电池。微生物燃料电池包括填充有阳极的阳极部分，安装在阳极部分上方的阴极部分和安装在阳极部分和阴极部分之间的分离器。提供污泥排放单元，因此可以防止污泥堵塞进入的水流时产生的漂移流。通过使用间隔物分离多个阴极; 间隔物由金属制成; 并且电气出口装置连接到间隔件的上部。因此，与现有的方式不同，电力出口装置不需要连接到每个阴极，因此电力提取结构简单。

4. 发明公开

KR1020140093441A 저에너지형 하폐수처리장치와 그 운영 방법 无效
标题翻译：低能耗型废水处理设备及其操作方法
公开(公告)号：KR1020140093441A
公开(公告)日：2014-07-28
申请号：KR1020130005796
申请日：2013-01-18
申请人： 한국수자원공사 , 주식회사 태영건설 , 주식회사 한화건설
发明人： 김병군 , 서인석 , 김연권 , 김홍석 , 김지연 , 유재철 , 최한나 , 장훈 , 신정훈 , 박승국 , 신경숙 , 차재환
IPC分类号： C02F3/28 , H01M8/16 , C02F1/469
CPC分类号： Y02E60/527 , Y02P70/56
摘要： The present invention relates to a low energy consumption type wastewater treatment apparatus including a microbial fuel cell for generating electricity using organic matters in wastewater in a wastewater treatment apparatus, and having a separation membrane bioreactor and a capacitive deionization device connected sequentially behind the microbial fuel cell for the advanced treatment of the wastewater. The low energy consumption type wastewater treatment apparatus comprises: a first sedimentation tank for receiving wastewater and solid-liquid-separating the wastewater into slurry, which is solid in the wastewater, and first treated water; a microbial fuel cell for receiving the first treated water discharged from the first sedimentation tank and generating electricity by decomposing organic matters in the first treated water without aeration; a separation membrane bioreactor for receiving second treated water discharged from the microbial fuel cell to remove organic matters remaining in the second treated water and remove floating solids stably without a separate sedimentation tank and conducting nitrification and denitrification; and a capacitive deionization device for receiving third treated water discharged from the separation membrane bioreactor and removing salinity in the third treated water.
摘要翻译：本发明涉及一种低耗能型废水处理装置，其包括在污水处理装置中使用废水中的有机物质发电的微生物燃料电池，并且具有在微生物燃料电池之后顺序连接的分离膜生物反应器和电容去离子装置用于废水的先进处理。低耗能型废水处理装置包括：第一沉淀池，用于接收废水，并将废水固液分离成废水中的固体，以及第一处理水; 微生物燃料电池，用于接收从第一沉淀池排出的第一处理水并通过在第一处理水中分解有机物质而不通风; 分离膜生物反应器，用于接收从微生物燃料电池排出的第二处理水，以除去残留在第二处理水中的有机物质，并且不用分离的沉淀池稳定地去除漂浮的固体并进行硝化和反硝化; 以及电容去离子装置，用于接收从分离膜生物反应器排出的第三处理水并除去第三处理水中的盐度。

5. 发明公开

KR1020140067307A 하폐수 고도처리 방법 有权
标题翻译：用于净化废水的先进处理方法
公开(公告)号：KR1020140067307A
公开(公告)日：2014-06-05
申请号：KR1020120134372
申请日：2012-11-26
申请人： 주식회사 한화건설 , 한국수자원공사 , 주식회사 태영건설
发明人： 박승국 , 신경숙 , 박정수 , 이태우 , 이정철 , 임동석 , 서인석 , 김홍석 , 김지연 , 최한나 , 장훈 , 신정훈
IPC分类号： C02F3/10 , C02F1/52 , C02F3/30 , C02F9/00
CPC分类号： Y02W10/15 , C02F3/10 , C02F1/52 , C02F3/302 , C02F3/308 , C02F9/00
摘要： The present invention relates to an advanced treatment method for purifying wastewater which comprises a) a step of denitrification by raw water flowing into a first anaerobic tank including a first fluidized carrier; b) a step of nitrogen oxidation and decomposing organic materials by the raw water which have passed through step a), flowing into a first oxygen tank including a second fluidized carrier; and c) a step for removing all phosphorus by injecting a coagulant after the raw water which have passed through step b), flows into a second oxygen tank in which a separation film is immersed, or by mixing the raw water with the coagulant and making the same to flow into a rapid precipitation tank.
摘要翻译：本发明涉及一种用于净化废水的先进处理方法，其包括：a）通过流入包括第一流化载体的第一厌氧池的原水进行脱氮的步骤; b）通过步骤a）的原水将氮氧化并分解有机物质的步骤，流入包括第二流化床的第一氧气罐; 和c）通过步骤b）的原水之后通过注入凝结剂来除去所有磷的步骤，流入浸入分离膜的第二氧气罐中，或者通过将原水与凝结剂混合并使相同的流入快速沉淀池。

6. 发明授权

KR101370476B1 다중 격막형 미생물연료전지 有权
标题翻译：微型燃料电池与多层锅
公开(公告)号：KR101370476B1
公开(公告)日：2014-03-10
申请号：KR1020120124713
申请日：2012-11-06
申请人： 한국수자원공사 , 주식회사 태영건설 , 주식회사 한화건설 , 부산대학교 산학협력단
发明人： 김병군 , 서인석 , 김홍석 , 김연권 , 김지연 , 유재철 , 최한나 , 장훈 , 신정훈 , 박승국 , 신경숙 , 이태우 , 이태호 , 송영채 , 민부기
IPC分类号： H01M8/16 , H01M8/02
CPC分类号： Y02E60/527
摘要： The present invention relates to a multiple diaphragm type microbial fuel cell which maximizes the amount of electric power generation by minimizing a dead space inside of anode part through only the structure improvement by forming multiple diaphragms inside the anode part in order to mutually face each other. The present invention comprises: a main body which has hollow inside; an anode part which performs an organic matter decomposition with microorganism by receiving raw water in the inside of the main body; an anode which moves an electron generated in the organic matter decomposition process to a reduction electrode by being installed to be closed to the outer side of the anode part; a separation membrane which electrically insulates the anode and the reduction electrode by being installed in the outer side of the anode; a reduction electrode which maintains the flow of the electron by reacting the electron transferred from the anode with the outside air by being installed in the outer side of the separation membrane. The anode part has a feature of having a diaphragm which is extended from the side part of the inside of the main body in order to enlarge the surface area in which the electron generated in the organic matter decomposition process is transferred.
摘要翻译：本发明涉及一种多隔膜型微生物燃料电池，其通过在阳极部内部形成多个隔膜以使彼此相互面对的结构改善，使阳极部内的死区最小化来使发电量最大化。本发明包括：具有中空的主体; 阳极部，其通过在主体内部接收原水来进行微生物的有机物分解; 阳极，其将通过安装成在阳极部的外侧闭合而将有机物分解过程中产生的电子移动到还原电极; 分离膜，其通过安装在阳极的外侧而使阳极和还原电极电绝缘; 还原电极，其通过安装在分离膜的外侧，使从阳极转移的电子与外部空气反应来维持电子流动。阳极部的特征在于，具有从主体的内侧的侧部延伸的膜片，以扩大在有机物分解处理中产生的电子传递的表面积。

7. 发明授权

KR101269261B1 화학응집 결합형 하폐수 고도처리방법 및 그 시스템 有权
标题翻译：一种结合化学凝结过程和系统的高级废水处理方法
公开(公告)号：KR101269261B1
公开(公告)日：2013-05-29
申请号：KR1020120155694
申请日：2012-12-28
申请人： 주식회사 한화건설
发明人： 박승국 , 박정수 , 신경숙 , 이태우 , 이정철 , 차재환 , 임동석 , 이태국
IPC分类号： C02F9/00 , C02F3/30 , C02F1/52
CPC分类号： C02F9/00 , C02F1/52 , C02F3/302
摘要： PURPOSE: An advanced wastewater treatment system and a method thereof are provided to have an effective simultaneous nitrogen and phosphorus removal effect by maximizing the phosphorus release, and to be able to remarkably reduce the coagulant consumption amount. CONSTITUTION: An advanced wastewater treatment system comprises a pre-settling inflow distribution bath(100), an inflow controlling means(120), a first anoxic zone bath(200) in an anoxic condition, a second anoxic zone bath(210) in an anaerobic condition, an aerobic bath(300), and a membrane bath(500). The pre-settling inflow distribution bath stores flowing in wastewater, and mixes and aggregates coagulants. The inflow control means supplies the wastewater passing through the pre-settling inflow distribution bath to the first and second anoxic zone baths alternatively. The wastewater passed through the first or second anoxic zone bath flows into the aerobic bath. The membrane bath removes microorganism flocs in the wastewater passed through the aerobic bath. [Reference numerals] (AA) Feed water; (BB) Scrap sludge; (CC) Air blower
摘要翻译：目的：提供一种先进的废水处理系统及其方法，通过使磷的释放最大化，具有有效的同时脱氮效果，能够显着降低凝结剂消耗量。构成：先进的废水处理系统包括预沉降流入分配浴（100），流入控制装置（120），缺氧条件下的第一缺氧区浴（200），第二缺氧区浴（210）厌氧条件，需氧浴（300）和膜浴（500）。预沉降流入浴池存放在废水中，混合和聚集凝结剂。流入控制装置将通过预沉降流入分配浴的废水交替地供应到第一和第二缺氧区浴。通过第一或第二缺氧区浴的废水流入需氧浴。膜浴去除通过需氧浴的废水中的微生物絮凝物。（附图标记）（AA）给水; （BB）废渣; （CC）鼓风机

8. 发明授权

KR100979096B1 간헐폭기식 공기세정방식을 이용한 막분리 공정의 최적운전제어시스템 및 방법 有权
标题翻译：使用间歇曝气优化膜工艺的操作控制系统和方法
公开(公告)号：KR100979096B1
公开(公告)日：2010-09-02
申请号：KR1020070129803
申请日：2007-12-13
申请人： 주식회사 한화건설 , 한국건설기술연구원 , 주식회사 태영건설
发明人： 강대신 , 허형우 , 박승국 , 연경호 , 윤소담 , 여인호 , 김인홍 , 강호정 , 김유훈 , 오현제 , 이상호 , 최준석 , 최병보
IPC分类号： B01D65/08 , B01D63/00
摘要： 본 발명은 계절별 원수 수질이 급변하는 특성에 대처하기 위해 막간차압(Transmembrane Pressure), 여과수온, 막투과유속(Flux)등을 측정하여 막오염 지수를 산출하고, 막 유입수 탁도(Feed Turbidity)와 막오염지수를 이용하여 공기세정 방법(Aeration Methods) 및 공기세정 강도(Air Scouring Intensity)를 조절하며, 고효율 저에너지 간헐폭기식 공기세정 방법으로 실시간으로 자동 제어하는 간헐폭기식 공기세정방식을 이용한 막분리 공정의 최적운전 제어시스템 및 방법에 관한 것이다.
상기한 본 발명은 공기 세정량을 막오염 정도에 따라 정량화시켰으며, 원수 탁도 변화에 따라 공기세정 방법을 차별화함으로써 세정에 소요되는 에너지를 정량화하였으며, 자동제어시스템으로 연계가 가능할 뿐만 아니라, 안정적인 막여과 특성을 유지하며 막분리 공정 운전을 최적화할 수 있는 효과를 가진다.
막여과조, 침지식 막여과 유니트, 온라인 탁도계, 막유입수 탁도, 막간차압, 막오염지수, 막분리, 간헐폭기식 역세방식

9. 发明授权

KR100827221B1 고도정수처리방법 有权
标题翻译：一种高级饮用水处理方法
公开(公告)号：KR100827221B1
公开(公告)日：2008-05-07
申请号：KR1020070014454
申请日：2007-02-12
申请人： 주식회사 한화건설 , 주식회사 태영건설
发明人： 허형우 , 한정헌 , 박승국 , 윤소담 , 김인홍 , 강호정 , 김유훈
IPC分类号： C02F3/06 , C02F9/00 , B01D61/02
CPC分类号： C02F3/06 , B01D61/02 , C02F9/00 , C02F2209/08
摘要： An advanced water purification system for passing raw water through inline blender mixing equipment, a submersed membrane filtration tank, a granular activated carbon filter, and a disinfection tank is provided to improve filtration efficiency, reduce installation area, and reduce consumption of a flocculant as compared with a conventional submersed membrane filter, and an advanced water purification method using the same is provided. In a method for advanced water purification of raw water, the advanced water purification method comprises the steps of: (a) mixing raw water(1) flown in from a raw water storage tank with chemicals in inline blender mixing equipment(3) installed in two stages by connecting nonpower divided mixer equipment and power diffusion type mixing equipment including a pump, an impinging plate and a spray nozzle, or in the power diffusion type mixing equipment including the pump, the impinging plate and the spray nozzle; (b) filtering, in a submersed membrane filtrating tank(4), advanced flocculated solid materials, pathogenic bacteria, and virus contained in raw water that has been flown in after performing the step(a); (c) filtering, in a granular activated carbon filter(5), taste, odor causing materials, and a trace of organic compounds contained in raw water that has been flown in after performing the step(b); and (d) disinfecting, in a disinfection tank(6), raw water that has been flown in after performing the step(c) to supply stably raw water as drinking water. Further, a step of growing a size of particles of the floc in an agglutination tank is additionally comprised in the advanced water purification method.
摘要翻译：提供了一种先进的净水系统，用于通过在线搅拌机混合设备，浸没式膜过滤槽，颗粒活性炭过滤器和消毒罐将原水通过，以提高过滤效率，减少安装面积，并减少絮凝剂的消耗量使用常规浸没式膜过滤器，并提供使用其的先进的水净化方法。在先进的水净化原水的方法中，先进的水净化方法包括以下步骤：（a）将原水储罐中流入的原水（1）与在线搅拌机混合设备（3）中的化学品混合，通过连接非分压混合器设备和包括泵，冲击板和喷嘴的功率扩散型混合设备的两个阶段，或者包括泵，冲击板和喷嘴的功率扩散型混合设备中; （b）在浸没膜过滤槽（4）中过滤，在执行步骤（a）之后已经流入的原水中含有的先进的絮凝固体物质，致病细菌和病毒; （c）在颗粒活性炭过滤器（5）中过滤味道，气味引起的物质和在执行步骤（b）之后已经流入的原水中含有的微量有机化合物; 和（d）在消毒罐（6）中消毒在执行步骤（c）之后已经流入的原水，以便将稳定的原水用作饮用水。此外，在先进的水净化方法中另外包括在凝集槽中生长絮凝颗粒的尺寸的步骤。

10. 发明授权

KR100816714B1 고도정수처리장치 有权
标题翻译：高级饮用水处理
公开(公告)号：KR100816714B1
公开(公告)日：2008-03-27
申请号：KR1020070092837
申请日：2007-09-12
申请人： 주식회사 한화건설
发明人： 강대신 , 허형우 , 한정헌 , 조용주 , 박승국 , 연경호 , 윤소담 , 여인호
IPC分类号： C02F3/06 , C02F1/52 , C02F9/00
CPC分类号： C02F3/06 , C02F1/52 , C02F9/00 , C02F2201/002
摘要： An advanced water purification system is provided to enable submerged membranes to be used for a long period of time, recover at least 99% of raw water, effectively purify raw water even when the amount of raw water varies rapidly, efficiently perform normal washing and backwashing processes without stopping the system, prevent overload of an air diffuser, and maintain water purification process without operation stoppage when a specific or second-stage membrane filter tank is not operated. An advanced water purification system comprises: a coagulation tank(10) having a raw water inflow pipe(11) formed thereon, the raw water inflow pipe having a coagulant injection part(13) and a rapid mixer(14) formed thereon; a plurality of first-stage membrane filter tanks(20) which are arranged in parallel, and in which a submersed membrane(40) is formed to purify raw water flown into the first-stage membrane filter tanks from the coagulation tank; a second-stage membrane filter tank(30) in which a submersed membrane(40) is formed, and which is in communication with bottom parts of the first-stage membrane filter tanks to purify raw water that has not been filtered through the first-stage membrane filter tanks; an air diffuser(90) which is in communication with bottom parts of the first-stage membrane filter tanks and the second-stage membrane filter tank respectively to separate suspended solids adsorbed onto the submersed membrane by supplying air into the first-stage membrane filter tanks or the second-stage membrane filter tank; a discharge pipe(31) which is connected to the bottom part of the second-stage membrane filter tank, and from which concentrated non-treated raw water is discharged; a transfer pipe(60) which is in communication with the first-stage membrane filter tanks and the second-stage membrane filter tank, and on which first pumps(61) are formed to suck purified raw water through the submersed membrane, and a treated water tank(50) for storing purified raw water, wherein the treatment capacity of other membrane filter tanks increases in a case where a specific membrane filter tank of the first-stage membrane filter tanks is not operated.
摘要翻译：提供先进的水净化系统，能够长时间使用浸没膜，回收至少99％的原水，即使原水的量快速变化也能有效净化原水，有效地进行正常的洗涤和反冲洗在不停止系统的过程中，防止空气扩散器过载，并且当不操作特定或第二级膜过滤器箱时，维持水净化过程而不会停止操作。一种先进的水净化系统，包括：具有形成在其上的原水流入管（11）的凝结罐（10），所述原水流入管具有形成在其上的凝结剂注入部（13）和快速混合器（14）多个平行布置的第一级膜过滤罐（20），其中形成浸没膜（40），用于净化从凝固罐流入第一级膜过滤罐的原水; 第二级膜过滤罐（30），其中形成有浸没的膜（40），并且与第一级膜过滤器的底部连通，以净化未经第一级过滤器过滤的原水，阶段膜过滤罐; 空气扩散器（90），其分别与第一级膜过滤罐和第二级膜过滤罐的底部连通，以通过向第一级膜过滤罐中供应空气来分离吸附在浸没膜上的悬浮固体或第二级膜过滤罐; 排出管（31），其连接到第二级膜过滤罐的底部，并且从其中排出浓缩的未处理的原水; 与第一级膜过滤罐和第二级膜过滤罐连通的输送管道（60），并且在其上形成有第一泵（61），以通过浸没的膜吸收净化的原水，用于储存净化原水的水箱（50），其中在不操作第一级膜过滤罐的特定膜过滤罐的情况下，其他膜过滤罐的处理能力增加。

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