公开(公告)号：KR2019940020713U

公开(公告)日：1994-09-17

申请号：KR2019930001572

申请日：1993-02-05

Applicant: 김학로

Inventor： 김학로

IPC: C05F9/02

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。

公开(公告)号：KR1020020092297A

公开(公告)日：2002-12-11

申请号：KR1020020068964

申请日：2002-11-07

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: C02F3/12 ,  C02F3/02

CPC classification number: Y02W10/15

Abstract: PURPOSE: A sequencing batch reactor process for treating sewage/wastewater with decreased sludge production is provided, which is characterized in that sludge volume of sequencing batch reactor is maintained regularly by self-oxidation and solubilization of sludge. And sludge is recycled as carbon source. CONSTITUTION: The system includes first step for removing adulteration of sewage/wastewater by screen(10); second step for removing micro material or remaining adulteration by grit chamber(12); third step for mixing and controlling flowrate of sewage/wastewater; forth step for biological reaction of wastewater in a pre-sequencing batch reactor(14) and a primary sequencing batch reactor(15); fifth step for settling sludge for 30-60 minutes; sixth step for discharging supernatant water for 30-60 minutes by decanter; seventh step for idling for 3 to 5 minutes; eighth step for filtering micro suspended solids of supernatant water; ninth step for disinfection and discharging treated water; tenth step for solubilization of sludge in solubilization tank(17); and eleventh step for supplying solubilized sludge into the pre-sequencing batch reactor(14) and the primary sequencing batch reactor(15) as carbon source.

Abstract translation: 目的：提供污泥生产污泥处理污水/废水处理的间歇式反应器，其特点是定期间歇反应器的污泥体积通过污泥的自氧化和溶解而定期维持。 污泥作为碳源被回收利用。 规定：该系统包括通过屏幕（10）清除污水/废水掺假的第一步; 用于去除微细物质或由砂砾室（12）残留掺假的第二步骤; 混合和控制污水/废水流量的第三步; 第一步骤是在预排序间歇反应器（14）和初级顺序间歇反应器（15）中废水的生物反应; 污泥沉降30-60分钟的第五步; 通过滗析器排放上清液30-60分钟的第六步; 第七步空闲3到5分钟; 过滤微悬浮固体上清液的第八步骤; 消毒和排放处理水的第九步; 在溶解罐（17）中溶解污泥的第十步骤; 和第十一步骤，用于将可溶性污泥供应到预排序间歇反应器（14）和作为碳源的初级测序间歇反应器（15）中。

公开(公告)号：KR1020020081165A

公开(公告)日：2002-10-26

申请号：KR1020020051288

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: G01M3/00

Abstract: PURPOSE: A system for detecting water leakage and damaged position of water cut sheet and repair and maintenance method is provided to prevent environmental contamination by rapidly detecting and repairing the damaged portion of water cut sheet. CONSTITUTION: A system comprises a single liner(8) or a double liner arranged onto a water cut layer constructed on the ground of a waste disposal area; a constant current feed unit(1); a first feeder electrode(2) and a second feeder electrode for feeding the current supplied from the constant current feed unit, to the water cut sheet and a protection layer(23) of the waste disposal area; sensors(6) interposed between the single liner and the double liner, and which are operated by the current supplied from the constant current feed unit and generate electric potentials in response to the water leaking through the damaged portion of the single liner or the double liner; a control box(4) connected to sensors through a cable(5), and which checks electric potentials of sensors; and a host computer(21) having an Internet scripter and a user graphic interface for displaying the damaged position of the water cut sheet of the water disposal area. An automatic alarm system operates immediately upon occurrence of damage to the water cut sheet or layer, so as to generate an alarm to the host computer and a terminal of an administrator. The detected data is transmitted, in a real time basis, to the host computer and stored therein.

Abstract translation: 目的：通过快速检测和修复水切片的损坏部分，提供了一种检测漏水和损坏位置的维修和保养方法，以防止环境污染。 构成：一个系统包括一个排列在废物处理区的地面上的水切割层上的单层衬套（8）或双层衬套; 恒流馈电单元（1）; 用于将从恒流供给单元供给的电流供给到水切割片和废弃物处理区域的保护层（23）的第一供电电极（2）和第二供电电极; 传感器（6）插入在单个衬垫和双衬垫之间，并且由从恒定电流馈送单元提供的电流操作，并且响应于通过单个衬垫或双衬垫的损坏部分泄漏的水而产生电势 ; 通过电缆（5）连接到传感器并且检测传感器的电位的控制箱（4） 以及具有互联网抓地器和用户图形界面的主计算机（21），用于显示水处理区域的水切片的损坏位置。 自动报警系统在出现水切割片或层的损坏时立即操作，从而对主机和管理员的终端产生报警。 检测到的数据被实时地传送到主计算机并存储在其中。

公开(公告)号：KR1020020077850A

公开(公告)日：2002-10-14

申请号：KR1020020051286

申请日：2002-08-28

Applicant: 김학로

Inventor： 김학로 ,  후구나가도시오 ,  노자와모

IPC: B09B1/00 ,  B09C1/10

CPC classification number: Y02W30/32 ,  B09B1/00 ,  E02D31/008

Abstract: PURPOSE: A method for the rapid stabilization of landfill site and vertical linear system for the same are provided to prevent leachate overflow by vertical linear system and increase decomposition rate of wastes and chemical compounds by using strain microorganisms, thus stabilize sanitary landfill site in a short period of time. CONSTITUTION: The method includes the steps of dividing a landfill site into several landfill zone to install air supply/leachate drainage wells(11); injecting at least one strain microorganisms selected from the group consisting of Bacillus khr-10-mx, Cellulomonas khr-15-mx, khr-5-mx in an amount of 50 to 1000 mg/L· day per an air supply/leachate drainage well; adjusting nutrients ratio inside landfill site (TOC : TKN : P is 100 : 10 to 5 : 5 to 1); and transferring land fill gas (LFG) generated from above rapid stabilization process through a condenser(13) to a gas treatment device(17). The vertical linear system comprises a cover sheet(19) for sealing the surface of landfill site from atmosphere to maximize air supply efficiency; a rainwater drainage system; and sheet piles or grouting piles.

Abstract translation: 目的：提供一种快速稳定填埋场和垂直线性系统的方法，以防止垂直线性系统渗滤液溢出，并通过应用微生物增加废物和化合物的分解速率，从而在短时间内稳定卫生填埋场 一段的时间。 规定：该方法包括将垃圾填埋场分为几个填埋区，安装供气/渗滤液排水井（11）。 每供气/渗滤液排出注射至少一种选自以下的菌株微生物：芽孢杆菌khr-10-mx，Cellulomonas khr-15-mx，khr-5-mx，剂量为50至1000mg / L·天 好; 调整填埋场内的营养比例（TOC：TKN：P为100：10〜5：5〜1）; 以及将通过冷凝器（13）从上述快速稳定化过程产生的填埋气体（LFG）转移到气体处理装置（17）。 垂直线性系统包括用于将填埋场的表面与大气密封的覆盖片（19），以最大限度地提高空气供应效率; 雨水排水系统; 和桩桩或灌浆桩。

公开(公告)号：KR1020010102868A

公开(公告)日：2001-11-17

申请号：KR1020010055367

申请日：2001-09-08

Applicant: 김학로

Inventor： 김학로

IPC: C02F3/34

Abstract: [과제]
종래의 기술보다 본 발명은 축산폐수 및 분뇨에 포함된 광범위 살균성 항생제 및 방역용 소독제 등이 다량으로 포함되어 생물학적으로 필요한 각종 미생물의 증식 및 활성화를 방해하여 처리효율을 감소시키고 처리시간을 길게 요구하는 등, 종래 기술의 구조적 제약 조건과 많은 에너지 소모를 해결하기 위한 방법으로, 항생제와 소독제에 내성이 우수한 신균주 미생물을 접종, 우점적 활성화와 퍼지제어로부터, 적정한 용량의 시설과 짧은 시간에 질소 및 인등의 영양염류 뿐만아니라 각종 유기성 오염 물질을 동시에 제거하는 생물학적 고도처리 기술을 제공한다.
[해결수단]
본 발명은 액상부식법에 있어서 축산폐수 또는 분뇨의 질소 및 인을 제거하는 방법에 관한 것으로서, 액상부식조의 각종 센서 및 퍼지측정장치와 연동된 퍼지제어시스템(Fuzzy Control System)을 이용하여 최적의 운전 조건을 유지하고, 고농도 축산폐수 또는 분뇨에 포함된 광범위 살균성 항생제와 방역용 소독제 등이 다량 포함되어 각종 미생물의 증식 활성화를 저해하고 처리효율을 감소시키는 것으로, 이것을 해결하기 위하여 광범위 항생제와 방역용 소독제에 내성이 우수한 신균주 Bacillus khr-10-mx(한국과학기술연구원 유전자은행 기탁번호 KCTC 8533P)와 복합균주 khr-5-mx(한국과학기술연구원 유전자은행 기탁번호 KCTC 0078BP)에 포함된 산화미생물, 질화, 탈질미생물 및 바이오-인(Bio-P) 미생물, 생물고분자 응집제를 생산하는 미생물 등을 접종하고, 호기성 폭� ��(Air-on/off) 및 무산소 수중교반 (Mixer-on/off)을 교대로 실시하면서 산소공급량, 폐수의 유입수량과 배출수량을 자동조절하여 생물학적 액상부식을 수행한 후, 응집반응조에서 무기 및 유기 응집제를 첨가하여 고액분리한 후 침전, 여과처리 하여 소독 방류하는 것을 특징으로 하는 본 발명의 방법에 따르면, 고농도 축산폐수 및 분뇨중의 유기오염 물질과 질소와 인을 효율적으로 제거할 수 있다.