公开(公告)号：KR1019980019538A

公开(公告)日：1998-06-05

申请号：KR1019980010404

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: C02F9/00 ,  C02F1/58 ,  C02F11/12

Abstract: 이 발명은 수질오염원으로서 큰 부분을 차지하는 생활하수 및 유기성 오·폐수를 산화구법에 처리하여 방류수 수질기준에 적합한 처리수가 되도록 처리함에 있어 질소 및 인화합물을 제거하는 방법에 관한 것으로 유입되는 하수 및 유기성 오·폐수중의 고형 협잡물으 제거하고 균등화를 기준하는 전처리 공정과, 산화구에서 생물학적 반응으로 질산화 반응과 탈질, 탈인반응의 각 공정을 동시에 수행하는 오·폐수를 침전조로 유입 일정시간 정지하여 침전분리시킨 후 상당수는 소득 방류하고 침전된 슬럿지는 탈수기에서 고액 분리하여 발생된 슬럿지 케이크는 부분적 미생물제제를 투입하여 퇴비화하도록 하여 산화구의 부분적 생물학적 질소 및 인 제거방법으로서 BOD 제거반응과 탈질, 탈인반응이 단일조에서 달성할 수 있으며, 설비구성이 단순하� � 운전관리비가 저렴한 것이다.

公开(公告)号：KR1019980019536A

公开(公告)日：1998-06-05

申请号：KR1019980010402

申请日：1998-03-26

Applicant: 김학로

Inventor： 후구나가도시오 ,  노자와모 ,  김학로

IPC: C02F3/30 ,  C02F1/52 ,  C02F3/02

Abstract: 이 발명은 환경오염원으로서 큰 부분을 차지하는 사람의 분뇨 및 가축의 분뇨 등 기타 고농도 유기성 오·폐수를 액상 부식법의 처리과정에서 처리되지 않는 TN, TP, BOD, COD 제거 수질검사기준에 적합한 처리수가 되고 여기에서 발생된 탈수 케이크는 양질의 유기비료로 만들어 유기농법이나 토양개량제로 재활용하도록 하는 액상부식법에 의한 고농도 유기성 오·폐수의 TN, TP, COD 제거방법 및 퇴비화 방법에 관한 것으로
유입된 유기성 오·폐수를 일정기간 동안 액상부식조내에 체류시키면서 반응시키므로 유입수량, 수질 등의 부하 변동에 민감하지 않고
고농도 유기성 오·폐수를 일정기간 동안 폭기하여 함유된 각종 오염물질을 산화분해시키고 일정시간 동안 수중 교반하는 동시에 산화질소 또는 질소가스로 환원시켜 대기중에 방출한 후 다음공정으로 이송하여 PH조정과 응집제를 투입 응집반응시켜 TP와 잔존 COD를 제거하고 멸균처리 방류하는 과정을 1일 주기로 반복하도록 하는 것이다.

公开(公告)号：KR2019970000660Y1

公开(公告)日：1997-02-05

申请号：KR2019960039501

申请日：1996-11-09

Applicant: 김학로

Inventor： 김학로

IPC: C05F9/02

CPC classification number: Y02A40/215

Abstract: 내용 없음.

公开(公告)号：KR2019960030518U

公开(公告)日：1996-10-22

申请号：KR2019950005671

申请日：1995-03-27

Applicant: 김학로

Inventor： 김학로

IPC: A63B53/00 ,  A63B53/02 ,  A63B53/04 ,  A63B102/32

Abstract: 일반적인골프클럽을이용하여스윙시매우숙련된자라할 지라도훅과슬라이스가발생하고있다. 이같은단점을개선하고자제안되는것이각종타법들로서근본적인개선책은되지못하고골퍼들의많은노력과숙련이필요하였다. 본고안은이같은단점을개선코자제안된것으로서골프클럽헤드의정중앙에축의선단이결합되게한새로운골프클럽을제공하여복잡한자세의숙달과훈련이없어도누구나정확한임펙트와골프코스운영이가능토록한 것이다.

公开(公告)号：KR3000654680000S

公开(公告)日：1986-11-21

申请号：KR3019850014239

申请日：1985-10-07

Applicant: 김학로

Designer： 김학로

公开(公告)号：KR1020080009335A

公开(公告)日：2008-01-28

申请号：KR1020080001981

申请日：2008-01-08

Applicant: 김학로

Inventor： 김학로

IPC: E01C7/26 ,  E01C7/18 ,  E01C19/10

CPC classification number: E01C7/265 ,  E01C7/182 ,  E01C19/1004

Abstract: A cold mix asphalt paving concrete composition for road pavement using waste asphalt concrete is provided to heighten pavement strength and to have the capacity to prevent plastic deformation and fatigue cracks by restoring viscosity and improving properties of crushed waste asphalt concrete using recycled additives and modifiers. A cold mix asphalt paving concrete composition for road pavement using waste asphalt concrete is manufactured by crushing waste asphalt concrete using a crusher, sorting the crushed waste asphalt concrete according to particle size using a sorter and weighing, conveying the weighed waste asphalt concrete in an asphalt plant and mixing 100 weight percent waste asphalt concrete with 1~17±5 weight percent recycled additives, 1~13±5 weight percent modifiers, 10~100 weight percent natural aggregate, 1~10 weight percent fillers, 1~10 weight percent cement and 1~20 weight percent straight asphalt, wherein recycled additives having 15~40 carbon atoms, 7~96 cSt kinematic viscosity at 40°C and a pour point of -15~-40°C are used as the recycled additives to restore viscosity and to improve properties of waste asphalt concrete, and synthetic polymeric modifiers manufactured with irregular copolymers of 10~75 weight percent butadiene polymer and 10~25 weight percent styrene polymer are used as the modifies to prevent crack formations and to improve elasticity.

Abstract translation: 提供使用废沥青混凝土的道路路面冷混沥青铺路混凝土组合物，以提高路面强度，并具有通过使用回收添加剂和改性剂恢复粘度和改善粉碎的废沥青混凝土的性能来防止塑性变形和疲劳裂纹的能力。 使用废沥青混凝土的道路路面冷混沥青摊铺混凝土组合物是通过使用破碎机破碎废沥青混凝土制造的，使用分选机根据粒度对粉碎的废沥青混凝土进行分选并称重，将沥青混合料输送到沥青中 将100％重量的废沥青混凝土与1〜17±5％的回收添加剂，1〜13±5％的改性剂，10〜100％的天然骨料，1〜10％的填料，1〜10％ 和1〜20重量％的直链沥青，其中使用具有15〜40个碳原子的再循环添加剂，40℃下的7〜96cSt运动粘度和-15〜-40℃的倾点用作回收添加剂以恢复粘度 并改善废沥青混凝土的性能，使用10〜75重量％丁二烯聚合物和10〜25重量％苯乙烯聚合物的不规则共聚物制造的合成聚合物改性剂用作 改变防止裂纹形成和改善弹性。

公开(公告)号：KR100449945B1

公开(公告)日：2004-09-24

申请号：KR1020010069022

申请日：2001-11-06

Applicant: 김학로

Inventor： 김학로

IPC: C02F3/30

Abstract: PURPOSE: Provided is an SBR(Sequencing Batch Reactor) system for reducing sludge production. In the SBR system, sludge produced in SBR is stored in a tank, and aerobic bacteria are inoculated into the sludge for decomposing organics of sludge in the aerobic and anoxic conditions. And residual sludge is mixed with oxidant for oxidation of sludge. Continuously oxidized sludge is recycled to SBR as organics and carbon sources of denitrification and phosphorus removal. Consequently sludge volume of SBR is reduced efficiently. CONSTITUTION: The system is characterized by the following steps: (a) discharging sludge produced in SBR at idle process of SBR; (b) storing sludge in the tank; (c) inoculating aerobic bacteria into the sludge and mixing the sludge with oxidant; and (d) recycling the sludge to SBR. Recycled sludge is used as organics and carbon sources for denitrification and phosphorus removal.

Abstract translation: 目的：提供SBR（序批式反应器）系统以减少污泥产量。 在SBR系统中，SBR产生的污泥储存在罐内，需氧菌接种到污泥中，在有氧和无氧条件下分解污泥中的有机物。 剩余污泥与氧化剂混合进行污泥氧化。 连续氧化污泥作为反硝化和除磷的有机物和碳源循环到SBR中。 因此SBR的污泥量有效降低。 构成：该系统的特征在于以下步骤：（a）在SBR的空转过程中排出在SBR中产生的污泥; （b）将油泥储存在油罐中; （c）将好氧细菌接种到污泥中并将污泥与氧化剂混合; 和（d）将污泥回收到SBR。 再生污泥作为有机物和碳源用于脱氮和除磷。

公开(公告)号：KR100415438B1

公开(公告)日：2004-01-24

申请号：KR1020010011282

申请日：2001-03-05

Applicant: 김학로

Inventor： 김학로

IPC: C02F3/30

Abstract: PURPOSE: A merged purification process for advanced sewage treatment using three stage contact aeration is provided, which can treat nitrogen and phosphorus contained in sewage stably and economically by purge control. The system has no settling tank by drastically reducing sludge generation as well as reduces various contaminants by activating Bacillus sp, Monas sp, Boda sp, Pseudomonas sp, and so on in each contact aeration tank. CONSTITUTION: The advanced sewage treatment system consists of a screen (11), a grit chamber (12), an anaerobic contact tank (13), a flow control tank (14), a contact aeration tank (15), an anoxic contact tank (16), an N2 gas emission tank (17), a filtration tank (18) and a sterilizing tank (19). The contact aeration tank (15) can be partitioned into one stage to three stages variably and selectively according to water quality. New strain Bacillus khr-10-mx and complex strain khr-5-mx are seeded to each contact aeration tank and dominantly activated for removing various organic contaminants, nitrogen and phosphorus.

Abstract translation: 目的：提供采用三级接触曝气的先进污水综合净化工艺，可通过净化控制稳定，经济地处理污水中的氮，磷。 该系统没有沉淀池，通过在每个接触曝气池中激活芽孢杆菌属，莫纳斯菌属，博达菌属，假单胞菌属等来大幅减少污泥产生并减少各种污染物。 组成：先进的污水处理系统由筛网（11），沉砂池（12），无氧接触罐（13），流量控制罐（14），接触曝气罐（15），缺氧接触罐 （16），N2气排出箱（17），过滤箱（18）和消毒箱（19）。 根据水质的不同，接触曝气池（15）可以分为一级至三级。 将新菌株芽孢杆菌khr-10-mx和复合菌株khr-5-mx接种到每个接触曝气池中并主要活化以除去各种有机污染物，氮和磷。

公开(公告)号：KR100403850B1

公开(公告)日：2003-11-05

申请号：KR1020020051284

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: C02F9/14

Abstract: PURPOSE: A process for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements is provided to biologically remove varieties of pollutants such as nitrogen and phosphorus causing eutrophication of lakes and marshes, rivers and the sea, and a sludge reduction system thereof is provided. CONSTITUTION: In a method for removing nitrogen and phosphorus in advanced treatment of livestock wastewater and excrements, and a sludge reduction system thereof, the advanced treatment method of livestock wastewater and excrements comprises a first treatment process of pretreating livestock wastewater and excrements, wherein collected wastewater is injected into a hopper(101) and passes through a screen(102) and a grit chamber(103), the wastewater passing the screen(102) and the grit chamber(103) is solid-liquid separated in a centrifugal separator(104) and injected into a storage tank(105); a second treatment process in which a certain amount of the homogenized wastewater is transferred from the storage tank(105) to a pre-liquid humus tank(106), a certain amount of wastewater passing the pre-liquid humus tank(106) is flown into a principal liquid humus tank(107) for performing biological aerobic/anoxic reaction before some of the wastewater is circulated into the pre-liquid humus tank(106); a third treatment process in which the wastewater completing biological reaction in the liquid humus tanks(106,107) is transferred to a mixing tank(108) where it is stored for a certain period of time, the wastewater passing the mixing tank(108) is transferred into a coagulation tank(109) for chemical precipitation treatment of impurities, a wastewater from the coagulation tank(109) is solid-liquid separated in a dehydrator(110); and a fourth treatment process in which the wastewater solid-liquid separated in the dehydrator(110) is supplied into a neutralization tank(101) for pH adjustment, suspended solids are removed from the pH adjusted wastewater in an up flow type filter(112), various pollutants are removed from the suspended solid removed water in a bio contact filter tank(113), pollutants are removed from a disk filter(114) on which a microfilter is mounted, the water passing the disk filter(114) is transferred to an ozone contact tank(115) for sterilization and COD removal, and a resulting water is supplied into an activated carbon adsorber(116) for advanced treatment of colors and pollutants such as heavy metals before being finally discharged through an effluence tank.

Abstract translation: 目的：提供一种在畜禽废水和粪便的深度处理中去除氮和磷的过程，以生物去除各种污染物，如氮和磷，引起湖泊和沼泽，河流和海洋的富营养化，并提供其污泥减量系统 。 本发明涉及一种牲畜废水和粪便的深度处理方法，该方法包括对畜禽废水和粪便进行预处理的第一处理过程，其中收集的废水 （102）和沉砂池（103）中，通过筛（102）和沉砂池（103）的废水在离心分离器（104）中被固液分离 ）并注入储罐（105）中; 第二处理过程，其中将一定量的均化废水从储罐（105）转移至预液腐殖质池（106），通过预液腐殖质池（106）的一定量的废水流过 （107）中，用于在一些废水循环进入液体前腐殖质池（106）之前进行生物好氧/缺氧反应; 第三种处理过程，其中液体腐殖质池（106,107）中的废水完成生物反应被转移到混合槽（108）中，在那里存储一段时间，通过混合槽（108）的废水被转移 进入用于化学沉淀处理杂质的凝结罐（109）中，凝结罐（109）中的废水在脱水器（110）中被固液分离; 以及第四处理工序，其中将在脱水器（110）中分离的废水固液供应到中和槽（101）中以进行pH调节，在上流式过滤器（112）中从pH调节废水中除去悬浮固体， 从生物接触过滤罐（113）中的悬浮固体去除水中去除各种污染物，从安装有微过滤器的盘式过滤器（114）去除污染物，将通过盘式过滤器（114）的水转移到 用于消毒和COD去除的臭氧接触罐（115），并且将生成的水供应到活性炭吸附器（116）中，以在颜色和污染物（例如重金属）的最终处理之前最终通过流出罐排出。

公开(公告)号：KR1020030003190A

公开(公告)日：2003-01-09

申请号：KR1020020077528

申请日：2002-12-06

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: B09B1/00

CPC classification number: Y02W30/32

Abstract: PURPOSE: A sanitary landfill early stabilization method and a construction method of vertical leachate barrier according to the same are provided to effectively and promptly decompose wastes and contaminants in a landfill within a short time using new strain microorganisms having superior decomposition power and prevent outflow of leachate by using the vertical leachate barrier. CONSTITUTION: In a sanitary landfill early stabilization method and a construction method of vertical leachate barrier according to the same, the sanitary landfill stabilization method comprises the steps of injecting at least one or more strains selected from the group consisting of new strain microorganism Bacillus khr-10-mx, Cellulomonas khr-15-mx and composite strain khr-5-mx in an amount of 50 to 1000 g/hr per one air supply/exhaust tube well(11) by connecting compressor unit(12), booster unit(14), new strain and nutrients supply unit(16) and gas treatment unit(17) to air supply/exhaust tube wells(11) having a waste landfill depth after dividing the sanitary landfill into a certain cell; adjusting injection composition for the nutrients so that a ratio of TOC:TKN:P is 100:10 to 5:5 to 1; rapidly stabilizing dominant activation of the new strain microorganisms by maintaining pressure of air in the sanitary landfill to 0.05 to 0.5 bar; and safely treating LFG in the gas treatment unit(17) by passing LFG produced in the stabilization step through a condenser(13), wherein a controller automatically controls the compressor unit(12), booster unit(14), new strain and nutrients supply unit(16) and gas treatment unit(17) according to values detected from a sensor of a sanitary landfill monitoring tube well(15), and the construction method of vertical leachate barrier comprises the steps of installing a sanitary landfill surface sealing sheet(19) for excluding rainwater from the sanitary landfill; and selectively installing sheet pile or grouting pile as the vertical leachate barrier(18) for blocking outflow of leachate.

Abstract translation: 目的：提供一种卫生填埋场早期稳定化方法及其垂直渗滤液屏障施工方法，能够在短时间内有效地快速分解垃圾填埋场的废物和污染物，使用具有优异分解力的新菌株微生物，防止渗滤液流出 通过使用垂直渗滤液屏障。 构成：在卫生填埋场早期稳定化方法和垂直渗滤液屏障的施工方法中，卫生填埋稳定化方法包括注入至少一种以上选自下组的菌株：新菌株微生物芽孢杆菌khr- 10升，Cellulomonas khr-15-mx和复合菌株khr-5-mx，通过连接压缩机单元（12），增压器单元（12），每个供气/排气管井（11）的数量为50-1000g / 14），将卫生填埋场分解为某个单元后，具有废弃物填埋深度的供气/排气管井（11）的新的应变和营养供应单元（16）和气体处理单元（17） 调节营养成分，使TOC：TKN：P的比例为100：10〜5：5〜1; 通过将卫生填埋场中的空气压力维持在0.05至0.5巴，快速稳定新菌株微生物的显性活化; 并且通过使在稳定化步骤中产生的LFG通过冷凝器（13）来安全地处理气体处理单元（17）中的LFG，其中控制器自动控制压缩机单元（12），增压器单元（14），新应变和营养供应 单元（16）和气体处理单元（17），根据从卫生填埋监测管井（15）的传感器检测到的值，垂直渗滤液屏障的施工方法包括以下步骤：安装卫生填埋表面密封片 ）从卫生填埋场排除雨水; 并选择性地安装板桩或灌浆桩作为垂直渗滤液屏障（18），用于阻止渗滤液的流出。