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1. 发明公开

KR1020110019585A 바이오디젤을 함유한 연료유용 저온 유동성 향상제 조성물 및 이를 이용하여 제조한 저온 유동성 향상제 有权
标题翻译：具有生物柴油和燃料油的低温流动改性组合物使用其
公开(公告)号：KR1020110019585A
公开(公告)日：2011-02-28
申请号：KR1020090077186
申请日：2009-08-20
申请人： 한국화학연구원 , 주식회사이맥솔루션 , 주식회사 에코솔루션
发明人： 김영운 , 정근우 , 임대재 , 황종식
IPC分类号： C10L1/19 , C10L1/192 , C10L10/14 , C10G3/00
CPC分类号： Y02E50/13 , Y02P30/20 , C10L1/19 , C10G3/00 , C10L1/192 , C10L10/14 , C10L2200/0476
摘要： PURPOSE: A low temperature flow improver composition for a fuel containing biodiesel, and a low temperature flow improver using thereof are provided to improve the permeability of a filter. CONSTITUTION: A low temperature flow improver composition for a fuel containing biodiesel contains a monomer compound including the following: 10~95parts of vegetable oil originated ester monomer by weight obtained by reacting meth acrylic acid or acrylic acid, with vegetable oil originated fatty alcohol; and 5~90parts of monomer by weight selected from maleic anhydride, styrene, and an ester monomer marked with chemical formula 1.
摘要翻译：目的：提供用于含有生物柴油的燃料的低温流动改进剂组合物和使用其的低温流动改进剂以提高过滤器的渗透性。构成：含有生物柴油的燃料的低温流动性改进剂组合物含有以下单体化合物：10〜95份由甲基丙烯酸或丙烯酸与植物油起始的脂肪醇反应获得的植物油起始酯单体; 和5〜90份选自马来酸酐，苯乙烯和用化学式1标记的酯单体的单体。

2. 发明公开

KR1020060049351A 표면개질된 실리카 나노입자와 피디엠에스를 이용하여 제조된 휘발성유기화합물 분리용 혼합 막, 이의 제조방법 및 용도 有权
标题翻译：用于分离使用改性二氧化硅纳米颗粒和PDMS生产的挥发性有机化合物的混合膜，制造方法及其用途
公开(公告)号：KR1020060049351A
公开(公告)日：2006-05-18
申请号：KR1020050100924
申请日：2005-10-25
申请人： 주식회사 에코솔루션 , 정욱진
发明人： 이상봉 , 전기식 , 이승우 , 신정엽 , 김건우 , 나돈환 , 허덕린 , 로랜자나아리즈 , 심동민 , 니솔라그레이스 , 손석일 , 권은미 , 정욱진 , 김성현 , 정범석
IPC分类号： C08J5/22 , C08K3/34 , B82Y30/00
摘要： 본 발명은 표면개질된 실리카 나노입자와 PDMS를 이용하여 제조된 휘발성유기화합물 분리용 혼합 막에 관한 것으로, 클로로디메틸실란과 반응시켜 표면이 소수성으로 개질된 실리카 나노입자를 PDMS 막과 가교반응시킴으로써 휘발성유기화합물의 투과도와 선택도가 증진되어 보다 효과적인 가스 분리 및 강화된 강도를 가지는 막을 제공하는 매우 뛰어난 효과가 있다.
막, 기체분리용 막, 실리카, PDMS, 휘발성유기화합물 분리, VOC, 톨루엔

3. 发明授权

KR100484594B1 기상 및 액상 유기화합물의 추출을 위한 다중상 추출장치 有权
标题翻译：用于萃取蒸气和液相有机化合物的多相萃取装置
公开(公告)号：KR100484594B1
公开(公告)日：2005-04-20
申请号：KR1020030055878
申请日：2003-08-12
申请人： 주식회사 에코솔루션 , 장윤영
发明人： 장윤영 , 황종식 , 이상봉 , 유도윤 , 이승우 , 이인원 , 김성원
IPC分类号： B09C1/02
摘要： 본 발명은 토양 및 지하수에 함유된 유기화합물을 추출하여 오염지역을 복원하는 다중상 추출장치에 관한 것으로서, 복원현장에 수직으로 매설되는 튜브형태의 추출정; 상기 추출정의 일측에 고정되고, 추출정의 중공을 따라 특정 깊이까지 그 단부가 연장된 고정관; 상기 추출정 내부에 유입되는 지하수의 수면에 떠 있도록 부력을 갖는 한편, 지하수의 수위변동시 상기 고정관을 따라 상하로 슬라이딩하도록 결합되는 제1플로팅부재; 일측이 상기 제1플로팅부재에 고정되는 한편, 그 일단이 상기 고정관의 단부에 연결되어 연통되고, 그 타단으로부터 지하수 수면의 나플이 유입되는 연질소재의 유동관; 및 상기 고정관과 연통되도록 설치되어 흡입력을 제공하는 펌핑수단;을 포함한다.

4. 发明授权

KR100462118B1 오염 토양 및 지하수 복원을 위한 이중정의 제작방법 및시공방법 有权
标题翻译： 오염토양및지하수복원을위한이중정의제작방법및시공방
公开(公告)号：KR100462118B1
公开(公告)日：2004-12-17
申请号：KR1020020085350
申请日：2002-12-27
申请人： 주식회사 에코솔루션
发明人： 황종식 , 이상봉 , 전기식 , 공준 , 신정엽 , 강우재 , 전진오 , 오경철 , 김희연 , 문소영
IPC分类号： B09C1/00
摘要： PURPOSE: A method for manufacturing double-structural well for remediation of contaminated soil and underground water by injecting air into unsaturated zone and extracting air from the unsaturated zone and injecting air into aquifer at the same time is provided, and a method for constructing the double-structural well is provided. CONSTITUTION: The method for constructing a double-structural well(10) for remediation of contaminated soil and underground water comprises a step (a) of drilling a hole having certain depth and diameter at a double-structural well installation position; a step (b) of inserting the double-structural well into the drilled hole; a step (c) of forming first filter bag section(50) by filling gravel in the drilled hole in such a manner that the gravel covers all screens(24) for aquifer; a step (d) of forming an aquifer casing section(60) by filling bentonite from an upper part of the first filter bag section to a lower part of screens(14) for unsaturated zone; a step (e) of forming second filter bag section(70) by filling gravel in an upper part of the aquifer casing section in such a way that the gravel covers all of the screens for unsaturated zone; a step (f) of forming an unsaturated zone casing section(80) having certain length by filling bentonite in an upper part of the second filter bag section; and a step (g) of filling a finishing material(90) obtained by mixing cement with bentonite from the unsaturated zone casing section to the ground surface.
摘要翻译：目的：提供一种用于通过将空气注入不饱和区并从非饱和区中抽取空气并同时向含水层中注入空气来修复污染土壤和地下水的双结构井的方法，以及一种用于构造双层结构井的方法，提供结构井。组成：用于修复污染土壤和地下水的双结构井（10）的方法包括步骤（a）：在双结构井安装位置钻一定深度和直径的孔; 将双重结构的井插入钻孔的步骤（b）通过在所述钻孔中填充砾石以使得所述砾石覆盖用于含水层的所有筛网（24）的方式形成第一过滤袋部（50）的步骤（c）; 通过将膨润土从所述第一过滤袋部分的上部填充到用于非饱和区域的筛网（14）的下部而形成含水层套管部分（60）的步骤（d）; 通过在所述含水层壳体部分的上部填充砾石而形成所述第二过滤袋部分（70）的步骤（e），使得所述砾石覆盖所有用于非饱和区域的筛网; 通过在第二过滤袋部分的上部填充膨润土而形成具有一定长度的不饱和区域壳体部分（80）的步骤（f）; 以及将通过将水泥与膨润土混合而得到的装饰材料（90）从所述不饱和区域壳体部分填充到地面的步骤（g）。

5. 发明公开

KR1020040058828A 오염 토양 및 지하수 복원을 위한 이중 구조의 복원 정 有权
标题翻译：补救污染土壤和地下水的双重结构
公开(公告)号：KR1020040058828A
公开(公告)日：2004-07-05
申请号：KR1020020085341
申请日：2002-12-27
申请人： 주식회사 에코솔루션
发明人： 황종식 , 이상봉 , 전기식 , 공준 , 신정엽 , 강우재 , 전진오 , 오경철 , 김희연 , 문소영
IPC分类号： B09C1/00
摘要： PURPOSE: A double-structural well for remediating contaminated soil and underground water by injecting air into unsaturated zone of underground and extracting air from the unsaturated zone and injecting air into aquifer of underground at the same time is provided. CONSTITUTION: The double-structural well(10) comprises an unsaturated zone extraction well(12) which has a certain length, and on a lower outer circumferential surface of which a plurality of screens are formed to extract air in unsaturated zone; an aquifer injection well(22) which is extended from a lower part of the unsaturated zone extraction well in such a manner that the aquifer injection well is blocked from the unsaturated zone extraction well, and on a lower outer circumferential surface of which a plurality of screens are formed to inject air into aquifer; and an air supply pipe(20) installed in the unsaturated zone extraction well and connected with the aquifer injection well to supply air into the aquifer injection well from the outside, wherein the unsaturated zone extraction well and the aquifer injection well are formed in a cylindrical pipe shape, the air supply pipe is positioned in the center of the unsaturated zone extraction well, and a blocking block is installed at a lower part of the unsaturated zone extraction well in such a way that the blocking block is contacted with the outer circumferential surface of the air supply pipe. The double-structural well(30) comprises an unsaturated zone injection well(32) which has a certain length, and on a lower outer circumferential surface of which a plurality of screens are formed to inject air into unsaturated zone; an aquifer injection wells(42) which is extended from a lower part of the unsaturated zone injection well in such a manner that the aquifer injection well is blocked from the unsaturated zone injection well, and on a lower outer circumferential surface of which a plurality of screens are formed to inject air into aquifer; and an air supply pipe(40) installed in the unsaturated zone injection well and connected with the aquifer injection well to supply air into the aquifer injection well from the outside.
摘要翻译：目的：通过将空气注入地下不饱和区域并从不饱和区域抽取空气并同时向地下水层注入空气，来补救污染土壤和地下水的双重结构井。构成：双结构井（10）包括具有一定长度的不饱和区提取井（12），并且在其下外周表面上形成有多个筛网以提取不饱和区域中的空气; 含水层注入井（22），其从所述不饱和区域提取井的下部延伸，使得所述含水层注入井从所述不饱和区域提取井被阻挡，并且在其下外周表面上具有多个形成筛网以将空气注入含水层中; 以及安装在不饱和区域提取井中并与含水层注入井连接以从外部向含水层注入井供应空气的供气管（20），其中不饱和区提取井和含水层注入井形成为圆柱形管状，空气供给管位于不饱和区提取井的中心，阻塞块安装在不饱和区提取井的下部，使阻挡块与外周面接触的供气管。双结构井（30）包括具有一定长度的不饱和区域注入井（32），并且在其下外圆周表面上形成有多个筛网以将空气注入到不饱和区域中; 含水层注入井（42），其从所述不饱和区域注入井的下部延伸，使得所述含水层注入井从所述不饱和区域注入井被阻挡，并且在其下外周表面上具有多个形成筛网以将空气注入含水层中; 以及安装在不饱和区注入井中并与含水层注入井连接以从外部向含水层注入井供应空气的供气管道（40）。

6. 发明公开

KR1020030070451A 토양 및 지하수의 복원을 위한 유기화합물 추출장치 有权
标题翻译：提取土壤和地下水有机化合物的设备
公开(公告)号：KR1020030070451A
公开(公告)日：2003-08-30
申请号：KR1020020009995
申请日：2002-02-25
申请人： 주식회사 에코솔루션
发明人： 장윤영 , 황종식 , 이상봉 , 유도윤 , 박정억 , 이승우 , 이인원 , 김성원
IPC分类号： E21B43/12
CPC分类号： B09C1/02 , B09C2101/00
摘要： PURPOSE: Provided is an apparatus for extracting organic compounds from soil and ground water for their remediation. CONSTITUTION: The apparatus comprises an extracting well(10) in tube form having a screen(10a) at a lower end which is located under the ground, an extracting pipe(11) received in the extracting well(10), a suction device(15) connected to the extracting pipe(11) for supplying extracting force, a vessel(13) coupled to the extracting pipe(11) in such a way to receive an inlet formed at a lower end of the extracting pipe(11) and provided with a weir(13a) along an upper end thereof, and a float member(12) for floating the vessel(13) on the surface of underwater permeated into the extracting pipe(11), wherein the extracting pipe(11) has elasticity so as for the vessel(13) to float on the underwater even water level of the underwater fluctuates.
摘要翻译：目的：提供从土壤和地下水中提取有机化合物进行修复的设备。构成：该装置包括管形式的提取井（10），其具有位于地下的下端的筛网（10a），容纳在提取井（10）中的抽出管（11），抽吸装置 15），其连接到用于提供抽取力的抽取管（11），与所述提取管（11）联接以容纳形成在所述提取管（11）的下端的入口的容器（13），并且提供沿着其上端具有堰（13a）和浮子（12），用于将渗透到提取管（11）中的水下的表面上的容器（13）漂浮，其中提取管（11）具有弹性至于船只（13）浮在水下的水下甚至水下波动。

7. 发明公开

KR1020020060009A 신규한 원유분해 균주 및 그 생산방법 有权
标题翻译：用于降低原油的新型微生物及其生产方法
公开(公告)号：KR1020020060009A
公开(公告)日：2002-07-16
申请号：KR1020010001207
申请日：2001-01-09
申请人： 주식회사 에코솔루션 , 오영숙 , 정욱진
发明人： 문혜준 , 정욱진 , 오영숙 , 주춘성 , 김윤관
IPC分类号： C12N1/20
摘要： PURPOSE: Provided are a novel microorganism, Pseudomonas sp.CU1, for the degradation of crude oil, gasoline,diesel oil, lamp oil and the like and a process for production thereof. Therefore, it is possible to bioremediate the sol contaminated with crude oil. CONSTITUTION: Pseudomonas sp.CU1(KCTC 18065P) is characteristically isolated by the steps of: inoculating the soil contaminated with crude oil into a minimal medium added with oil as a carbon source then culturing the medium at 20-30 deg.C; smearing the cultured medium on nutrient agar medium to isolate microorganisms for degradation of crude oil; and selecting a strain showing excellent growth and oil degradation.
摘要翻译：目的：提供一种用于原油，汽油，柴油，灯油等的降解的新型微生物假单胞菌属sp.CU1及其生产方法。因此，可以将被原油污染的溶胶生物中和。构成：通过以下步骤特征分离假单胞菌属sp.CU1（KCTC 18065P）：将被原油污染的土壤接种到加入油作为碳源的基本培养基中，然后在20-30℃培养培养基; 在营养琼脂培养基上涂抹培养基以分离用于原油降解的微生物; 并选择显示优异生长和油降解的菌株。

8. 发明公开

KR1020020037136A 미생물 활성제 투입 콘트롤러를 채용한 오폐수 처리시스템 및 방법 失效
标题翻译：废水处理系统采用控制器介绍生物活化剂及其操作方法
公开(公告)号：KR1020020037136A
公开(公告)日：2002-05-18
申请号：KR1020000067142
申请日：2000-11-13
申请人： 주식회사 에코솔루션
发明人： 손명기 , 이경희 , 전기식 , 이상봉 , 황종식
IPC分类号： C02F3/00
摘要： PURPOSE: A wastewater treatment system adopting a controller introducing biological activator is provided to control the amount of the biological activator. CONSTITUTION: The system comprises a storage tank(100) which stores and supplies biological activator; a biological disposal tank(40) which degrades and disposes the inflow water by biological degradable reaction; a sensor(11) which measures BOD, COD of the inflow water; a pipeline(82) which supplies water; a mixing tank(80) which supplies the biological activator to the biological disposal tank after dilution with tap water; a valve(81) which is installed on the pipeline to control flowrate of the water; a valve(101) which controls dosage of the biological activator; a controller(90) which controls mixing rate of water and biological activator by controlling opening and shutting of the valves.
摘要翻译：目的：提供采用控制器引入生物活化剂的废水处理系统，以控制生物活化剂的用量。构成：该系统包括储存和供应生物活化剂的储罐（100）; 通过生物降解反应降解和处置流入水的生物处理罐（40）; 传感器（11），其测量流入水的BOD，COD; 供水的管道（82）混合罐（80），其在用自来水稀释后将生物活化剂供应到生物处理罐; 安装在管道上以控制水的流量的阀门（81）; 控制生物活化剂的剂量的阀门（101）控制器（90），其通过控制阀的打开和关闭来控制水和生物活化剂的混合速率。

9. 发明授权

KR101423123B1 폐기물 매립장 지반조성용 차수층 시공방법 有权
标题翻译：用于构造废弃土地的不利的墙壁的方法
公开(公告)号：KR101423123B1
公开(公告)日：2014-07-25
申请号：KR1020140015233
申请日：2014-02-11
申请人： 주식회사 에코솔루션
发明人： 이진환 , 이응구
IPC分类号： E02D31/00 , B09B1/00 , C09K17/10 , E02D3/046
CPC分类号： E02D31/002 , B09B1/008 , C09K17/10 , E02D3/046
摘要： The present invention relates to an impermeable layer construction method for building the ground of waste landfill which sprays a solidifying agent at the optimal moisture content for cementation acceleration and strength enhancement and prevents cracks from occurring in a curing process. In order to achieve the objective of the present invention, the impermeable layer construction method for building the ground of waste landfill comprises a step of excavating a place, where impermeable layer construction is planned, and preparing natural soil (S10); a step of preparing base soil by sorting the natural soil and removing impurities from the natural soil which contains impurities such as rocks and foreign substances (S20); a step of forming a reinforced layer on the bottom and the slope of the base soil by mixing a portion of the base soil with normal Portland cement and a soil stabilizer (S30); and a step of constructing an impermeable layer on the bottom of the reinforced layer. The impermeable layer construction step (S40) comprises a step of forming mixed soil for solidification by uniformly mixing 10-15 parts by weight of normal Portland cement and 3-5 parts by weight of bentonite based on 100 parts by weight of prepared base soil (S41); a step of preparing solidifying soil for an impermeable layer by preparing 1-5 parts by weight of a solidifying aqueous solution based on the weight of the base soil and uniformly spraying the solidifying aqueous solution on the mixed soil for solidification using a pressurized sprayer (S42); a step of uniformly laying and shaping the solidifying soil for the impermeable layer mixed with the sprayed solidifying aqueous solution on the reinforced layer formed on the bottom (S43); a step of tramping the laid and shaped solidifying soil for the impermeable layer (S44); and a step of curing the solidifying soil for the impermeable layer for a predetermined period after the tamping.
摘要翻译：本发明涉及一种用于建造垃圾填埋场地面的不渗透层施工方法，其以优化的水分含量喷涂固化剂，用于胶结加速和强度提高，并防止在固化过程中发生裂纹。为了实现本发明的目的，用于建造垃圾填埋场的不渗透层施工方法包括：挖掘一个地方的步骤，规划不渗透层，并制备天然土（S10）; 通过分选天然土壤和从含有杂质如岩石和异物的天然土壤中除去杂质来制备基础土壤的步骤（S20）; 通过将基础土壤的一部分与普通硅酸盐水泥和土壤稳定剂混合，在底部的土壤底部和斜坡上形成增强层的步骤（S30）; 以及在增强层的底部上构造不渗透层的步骤。不渗透层施工步骤（S40）包括通过将10-15重量份的普通硅酸盐水泥和3-5重量份的膨润土以100重量份的制备的基础土壤（均匀混合）形成混合的固化土壤的步骤 S41）; 通过根据基础土壤的重量制备1-5重量份的固化水溶液，并使用加压喷雾器将固化的水溶液均匀地喷洒在混合的土壤上用于固化，从而制备不渗透层的固化土壤的步骤（S42 ）; 在形成在底部的加强层上均匀地铺设和成形用于与喷射的固化水溶液混合的不渗透层的固化土（S43）的步骤; 对不渗透层的铺设和成形固化土进行了一个步骤（S44）; 以及在夯实之后的预定时间段内固化不渗透层的固化土壤的步骤。

10. 发明授权

KR100773433B1 자연 유하식 침출수 재주입 시스템 有权
标题翻译：自然流动无偿补水系统
公开(公告)号：KR100773433B1
公开(公告)日：2007-11-05
申请号：KR1020060042098
申请日：2006-05-10
申请人： 주식회사 리텍 솔루션 , 서울과학기술대학교 산학협력단 , 주식회사 한국종합기술 , 주식회사 에코솔루션
发明人： 김낙주 , 이영민
IPC分类号： B09B1/00
CPC分类号： B09B1/00
摘要： A natural flow type leachate re-injecting system is provided to maximize the stabilization efficiency of a landfill by injecting leachate into the entire landfill uniformly and consistently, accelerate the degradation rate of biodegradable waste by evenly dispersing leachate into each stage of the landfill, and obtain an economic gain accordingly by shortening a stabilization time of the landfill. In a landfill(10) which has an intermediate soil covering layer(21) and is constructed in multistage, a leachate re-injecting system(100) for the landfill comprises: an infiltration layer(12) which is formed on an upper reclamation stage(20) and comprised of waste tire chips, pebbles, or a mixture thereof to inject leachate into the upper reclamation stage; a leachate re-injecting tank(110) which is installed in the infiltration layer, and in which leachate is stored; distribution pipes(120) connected to the leachate re-injecting tank to inject the leachate filled in the leachate re-injecting tank into the infiltration layer; and vertical injecting wells(130) which are connected to the leachate re-injecting tank and vertically set up perpendicularly to each of the multiple reclamation stages to inject leachate into each reclamation stage, wherein the distribution pipes and the vertical injecting wells evenly distribute and infiltrate leachate supplied from the leachate re-injecting tank into upper and lower reclamation stages(20,30) as well as an end portion of the landfill.
摘要翻译：提供天然流动式渗滤液再注入系统，通过均匀一致地将渗滤液注入整个填埋场，使填埋场的稳定效率最大化，通过将渗滤液均匀地分散到垃圾填埋场的每个阶段，加速生物降解废物的降解速率，并获得通过缩短垃圾填埋场的稳定时间，相应地获得经济利益。在具有中间土壤覆盖层（21）并且多级构造的垃圾填埋场（10）中，用于填埋场的渗滤液再注入系统（100）包括：形成在上部回收阶段的渗透层（12）（20），并由废轮胎片，鹅卵石或其混合物组成，以将渗滤液注入上部回收阶段; 渗滤层重新注入罐（110），其安装在渗透层中，并且其中存储浸出液; 分配管道（120）连接到渗滤液再注入罐，以将填充在渗滤液再注入罐中的渗滤液注入渗透层; 和垂直注入井（130），其连接到渗滤液再注入罐并垂直设置在每个复垦阶段，以将渗滤液注入每个回收阶段，其中分配管和垂直注入井均匀分布和渗透渗滤液从渗滤液再注入罐提供到上下回填阶段（20,30）以及垃圾填埋场的一端。

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