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    • 4. 发明授权
    • 기존 산화구 반응조의 설계 수리학적 체류시간을 확보할 수 있는 하수처리장치
    • 确保现有氧化滴定反应器设计液压保持时间的水处理装置
    • KR101375339B1
    • 2014-03-20
    • KR1020120129024
    • 2012-11-14
    • 주식회사 드림이엔지한국수자원공사동림이엔지(주)
    • 홍윤표최병찬조정연우희준김상균윤인순변창식
    • C02F3/30B01D21/02
    • C02F3/302B01D21/02C02F3/308Y02W10/15
    • The present invention relates to a sewage treatment device capable of securing design hydraulic retention time of an existing oxidation ditch reactor. The sewage treatment device comprises: a first settling tank which removes light suspended solids among the sewage which has passed through a grit chamber by depositing the same; a biological reactor which treats the sewage which has passed through the first settling tank; and a final settling tank which removes a sludge generated while passing through the biological reactor by depositing the same, and returns a returning water including a part of the sludge to the biological reactor. The biological reactor includes an inflow tank, and a first and a second biological reactor. The inflow tank blends the inflow water flowed in by passing through the first settling tank, and the returning water returned from the final settling tank. The first reactor includes: an anoxic tank which is formed to limit the upper space by having a horizontal partition as a boundary, and treats the sewage blended in the inflow tank in the anoxic condition after receiving the same; an anaerobic tank which is formed to limit the lower space by having a horizontal partition as a boundary, treats the sewage passed through the anoxic tank in the anaerobic condition after receiving the sewage through first outlet holes in the horizontal partition. The second reactor is connected to the first reactor by having a vertical partition in between, and treats the sewage passed through the anaerobic tank in the aerobic condition after receiving the sewage through second outlet holes in the vertical partition.
    • 本发明涉及能够确保现有氧化沟反应堆的设计水力停留时间的污水处理装置。 污水处理装置包括:第一沉淀池,其通过沉积通过砂粒室的污水中去除轻悬浮固体; 处理已经通过第一沉淀池的污水的生物反应器; 以及最后的沉淀槽,其通过沉积生物反应器而除去生成的污泥,并将包括一部分污泥的回流水返回生物反应器。 生物反应器包括流入池和第一和第二生物反应器。 流入池将通过第一沉淀池和从最终沉淀池返回的回流水流入的流入水混合。 第一反应器包括:通过使水平隔板作为边界而形成以限制上部空间的缺氧罐,并且在接收到之后将其处于缺水状态下处理在流入槽中的污水; 形成为通过使水平隔板作为边界来限制较低空间的厌氧罐,在通过水平隔板中的第一出口孔接收污水后,将处于无氧状态的污水进行处理。 第二反应器通过在其间具有垂直隔板连接到第一反应器,并且在通过垂直隔板中的第二出口孔接收污水后,在有氧条件下处理通过厌氧池的污水。
    • 5. 发明授权
    • 도로의 유지관리용 친환경 중앙분리대 제작설치구조
    • 制造道路中线的安装结构
    • KR100666586B1
    • 2007-01-10
    • KR1020050129977
    • 2005-12-26
    • 주식회사 드림이엔지
    • 홍윤표
    • E01F15/00
    • A structure for manufacturing and installing an eco-friendly median strip for road maintenance is provided to improve the appearance of the city and to promote nature conservation by securing a space for decorative trees or lawn in a median strip, to cut down on construction expenses by assembling and installing a median strip and a corner separator simply using a fastener such as a bolt and a nut, to execute repair work shortly and to cut down on replacement cost by separating the damaged part only for replacement and to absorb impact using soil filled in a space of the median strip when a vehicle collides against a median strip. A structure for manufacturing and installing an eco-friendly median strip for road maintenance comprises: a median strip(110) composed of wall joints formed on both ends of a straight external wall erected on a road(1) and provided with plural fastening holes and filled with soil to grow decorative trees or lawn(5); a fastener composed of a bolt member penetrated the fastening hole of the wall joint, a nut member fastened on the end where the bolt member is penetrated to couple a median strip and a wall joint of another median strip and a washer member inserted between the bolt member and the wall joint; and a corner separator(130) composed of a single wall joint unified with the wall joints of the median strip and a hemispheric external wall formed to cover up the outside of the single wall joint.
    • 提供了一个用于制造和安装用于道路养护的环保中间带的结构,以改善城市的外观,并通过在中间带中获得装饰树或草坪的空间来促进自然保护,以减少建筑费用 仅使用诸如螺栓和螺母的紧固件组装和安装中间带和角分离器,以便短时间进行维修工作,并通过将损坏的部件分离以替换而减少重置成本,并使用填充的土壤来吸收冲击 当车辆碰撞中间带时,中间带的空间。 一种用于制造和安装用于道路维护的环保中间带的结构,包括:形成在竖立在道路(1)上的直的外壁的两端上并具有多个紧固孔的壁接头的中间带(110) 充满土壤种植装饰树木或草坪(5); 由螺栓构件构成的紧固件穿过壁接头的紧固孔,螺母构件固定在螺栓构件被穿透的端部上,以连接中间带和另一个中间带的壁接头和插入螺栓之间的垫圈构件 会员和墙关节; 以及角形分离器(130),其由与所述中间带的壁接合体一体化的单壁接头和形成为覆盖所述单壁接头的外侧的半球形外壁构成。
    • 8. 发明授权
    • 도로 방음벽 기둥 보강구조
    • 道路隔音屏障加强结构
    • KR100584093B1
    • 2006-05-30
    • KR1020050129980
    • 2005-12-26
    • 주식회사 드림이엔지
    • 홍윤표
    • E01F8/00
    • 본 발명에 따른 도로 방음벽 기둥보강구조는 도로의 차량소음을 차단하기 위해 학교 인근이나 주택가 인근 도로를 따라 기초옹벽이 형성되고, 상기 기초옹벽 상단에 소정간격마다 볼트로 고정되는 방음벽기둥이 수직 설치되며, 상기 방음벽기둥의 H홈 사이에 방음판이 삽입 안내되도록 한 방음벽 구조로서, 상기 방음벽기둥의 후면방향으로 중첩되는 위치에서 보조기둥의 하단이 기초옹벽의 외면과 별도의 체결수단으로 결합되고, 상기 보조기둥의 상단과 방음벽기둥의 중첩구간에 복수개의 결속용 클립이 마주보는 한 쌍으로 체결되며, 각 쌍의 결속용 클립은 상호 관통되는 결속부재를 체결시켜 이탈이 방지되도록 하는 것을 특징으로 한다.
      상기, 본 발명은 기초옹벽의 이면에 방음벽기둥과 중첩되는 위치에 보조기둥을 설치시켜 별도의 결속용 클립으로 보조기둥과 방음벽기둥이 견고히 체결되도록 함으로써, 강풍에 의해 방음벽기둥이 변형되거나 파손되는 것을 방지시켜, 방음판의 사용수명을 연장시킴으로써, 방음벽 유지 보수에 따른 비용을 절감하게 되는 효과가 있다.
      기초옹벽, 방음벽기둥, 방음판, H홈
    • 根据本发明的道路声屏障支柱加强结构是基于沿着以防止道路的车辆噪声学校附近或居住区相邻道路的保持壁形成,并且所述隔音壁支柱以一定的间隔上的挡土墙被垂直安装在底座的顶部栓接 作为隔音壁的结构,使得隔音板的隔音屏障列h的槽之间的插入导向,耦合在该与隔音壁列的具有外表面的前后方向和底座在辅助塔的底部的保持壁的单独的紧固装置重叠的位置,其特征在于,所述辅助 其特征在于,它被紧固到一对观看对于多个结合到噪声屏障和极面的上极的重叠期间该片段,每对中的接线夹被紧固到所述联接构件相互通过出口被防止。
    • 10. 发明授权
    • 이중 팩커방식의 강관 다단 그라우팅 장치 및 그 시공방법
    • 由双包装系统组成的管道设备及其构造方法
    • KR101045727B1
    • 2011-07-04
    • KR1020100034026
    • 2010-04-13
    • (주)한토건설주식회사 에이스지오주식회사 드림이엔지
    • 염성수이성진홍윤표
    • E21D20/02E21D21/00
    • PURPOSE: A multistage grouting apparatus of a steel pipe using a double packer method and a construction method thereof are provided to reinforce the ground by properly installing packers depending on ground conditions. CONSTITUTION: A multistage grouting apparatus of a steel pipe using a double packer method comprises a steel pipe(200), a shoe(300), first and second packers(400,500), a steel rod(600), and first and second grouting material injection hoses(700,800). Multiple grouting material ejecting holes are formed in the steel pipe. The shoe is installed in the inner end of the steel pipe. The first packer is formed in a bag shape to be filled with a grouting material. The steel rod is inserted into the steel pipe. The second packer is fixed to the outer surface of the steel rod and is inserted into the steel pipe. The first grouting material injection hose injects the grouting material into the first packer. The second grouting material injection hose injects the grouting material into the steel pipe.
    • 目的:提供一种使用双封包装方法的钢管的多级灌浆装置及其施工方法,以通过根据地面条件适当地安装封隔器来加强地面。 构成:使用双重封隔器方法的钢管的多级灌浆装置包括钢管(200),鞋(300),第一和第二封隔器(400,500),钢棒(600)以及第一和第二灌浆材料 注塑软管(700,800)。 在钢管中形成多个灌浆材料喷射孔。 鞋子安装在钢管的内端。 第一封隔器形成为袋状,以填充灌浆材料。 钢棒插入钢管。 第二封隔器固定在钢棒的外表面上并插入钢管中。 第一灌浆材料注射软管将灌浆材料注入第一封隔器。 第二注浆材料注入胶管将灌浆材料注入钢管。