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公开(公告)号：WO2013022284A2
公开(公告)日：2013-02-14
申请号：PCT/KR2012/006338
申请日：2012-08-09
Applicant: 고려대학교 산학협력단 , 신세현 , 남정훈 , 임현정 , 임채승
CPC classification number: G01N33/5044 , B01F13/0818 , B01L3/5027 , B01L2200/16 , B01L2300/0816 , B01L2300/0864 , B01L2400/0475 , B01L2400/049 , G01N33/4905
Abstract: 본 발명은 마이크로칩 기반 혈소판 복합기능 검사 장치에 관한 것이다. 본 발명은 혈액 샘플이 내부에 수용되는 샘플 저장실; 샘플 저장실의 내부에 설치되어 혈액 샘플 내에 전단유동을 유발시키는 교반기; 교반기에 의해 교반된 혈액을 다수개의 경로로 분리시켜 유동시키는 병렬채널; 병렬채널의 단부에 각각 연결되어 일정한 압력을 유지하며 교반된 혈액을 병렬채널을 따라 유동시키는 진공장치; 병렬채널의 후단 측에 설치되어 병렬채널로 광을 조사하는 광원; 및 병렬채널 내의 혈액을 투과한 광을 수신하여 전기적 신호로 바꾸어 혈액 유량을 측정하는 이미지 센서를 포함한다. 이와 같은 본 발명에 의하면, 한번의 검사로 다수의 혈소판 기능에 대한 검사가 가능하고 검사 시간이 감소하며 검사 비용도 절감되는 효과가 있다.
Abstract translation: 基于微芯片的血小板复合功能测试设备技术领域本发明涉及一种基于微芯片的血小板复合功能测试设备。 本发明涉及一种容纳血液样本的样本储存室， 搅拌器安装在样品储存室内部以引起血液样品中的剪切流动; 平行通道，用于将由搅拌器搅拌的血液分离并循环到多个通道中; 真空装置连接到平行通道的端部以保持恒定的压力并使搅拌的血液沿着平行通道流动; 光源，设置在平行通道的后端侧，以将光照射到平行通道; 以及图像传感器，用于接收透过并行通道中的血液的光并将接收到的光转换为电信号以测量血流速率。 根据本发明，可以通过一次检查测试多个血小板功能，减少检查时间并降低检查成本。
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公开(公告)号：KR101055538B1
公开(公告)日：2011-08-08
申请号：KR1020080120342
申请日：2008-12-01
Abstract: 본 발명은 조류발전을 위한 구조물에 관한 것으로, 보다 상세하게는 유속을 증가시킬 수 있도록 프리캐스트 부재를 이용해 구축된 프리캐스트 벽식 복합 발전구조물에 관한 것이다.
본 발명의 적절한 실시형태에 따르면, 해저 지반에 서로 이격되게 복수의 파일을 설치하고 이웃하는 파일 사이에 복수의 패널을 순차적으로 삽입 적층하여 구성되는 한 쌍의 벽체를 조력발전 터빈이 설치되는 곳을 향하여 그들 사이의 간격이 조류 방향을 따라 점점 좁아지도록 설치하여 조력발전 터빈이 설치되는 곳에서 유속이 최대가 되도록 한 것을 특징으로 하는 유속증가를 위한 프리캐스트 벽식 복합 발전구조물이 제공된다.
조력, 발전구조물, 풍력, 벽식, 프리캐스트-
公开(公告)号：KR1020100061961A
公开(公告)日：2010-06-10
申请号：KR1020080120341
申请日：2008-12-01
Abstract: PURPOSE: A floating structure for installation of a solar cell array is provided to easily secure a wide installation structure and enough sunshine. CONSTITUTION: A floating structure for installation of a solar cell array comprises at least two floating supporters(11), a plurality of fixing members(12), and a solar cell array supporting frame(13). The floating supporters extend in the same direction. The fixing members fasten the floating supporters. The solar cell array supporting frame comprises a first vertical member(132a), a second vertical member(132b), and a sloped member(131). One end of the first vertical member is fixed to one of the two floating supporters while one end of the second vertical member is fixed to the other. The sloped member connects the other end of the first vertical member and the other end of the second vertical member.
Abstract translation: 目的：提供用于安装太阳能电池阵列的浮动结构，以便轻松确保广泛的安装结构和足够的阳光。 构造：用于安装太阳能电池阵列的浮动结构包括至少两个浮动支撑件（11），多个固定构件（12）和太阳能电池阵列支撑框架（13）。 浮动的支持者在相同的方向上延伸。 固定件固定浮动支撑。 太阳能电池阵列支撑框架包括第一垂直构件（132a），第二垂直构件（132b）和倾斜构件（131）。 第一垂直构件的一端固定到两个浮动支撑件中的一个，而第二垂直构件的一端固定到另一个。 倾斜构件连接第一垂直构件的另一端和第二垂直构件的另一端。
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公开(公告)号：KR100883271B1
公开(公告)日：2009-02-10
申请号：KR1020080077801
申请日：2008-08-08
Abstract: A underground raceway is provided to function as the leading block for the blind by forming the protrusion point and the protrusion line on the upper side of the upper cover plate. The underground raceway includes a conduit main body(10) and a conduit cover(20). The conduit main body comprises a bottom part(11) and both sidewall parts (12a,12b). The both sidewall part is formed into the upper direction from the width direction both side end of the bottom part with vertically. The both sidewall part has the waveform section shape. The conduit cover comprises a lower cover plate(21) and an upper cover plate (22). The conduit cover is combined on the top of the conduit main body. The conduit cover closes the space part(13) surrounded by the bottom part and both sidewall parts. a bond heel and a rib groove are formed in the bottom part of the conduit main body. The bond heel has the hollow form. The bond heel is protruded downwards. The rib groove is protruded to upside. The rib groove reinforces the bottom part.
Abstract translation: 通过在上盖板的上侧形成突出点和突起线，提供地下滚道用作盲板的前导块。 地下滚道包括导管主体（10）和导管盖（20）。 导管主体包括底部部分（11）和两个侧壁部分（12a，12b）。 两个侧壁部分从底部的宽度方向两侧端垂直地形成为上方。 两侧壁部分具有波形截面形状。 导管盖包括下盖板（21）和上盖板（22）。 管道盖组合在导管主体的顶部。 导管盖封闭由底部和两个侧壁部分包围的空间部分（13）。 在导管主体的底部形成有接合脚跟和肋槽。 粘合脚跟具有中空形状。 粘合脚跟向下突出。 肋槽突出到上侧。 肋槽加强了底部。
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公开(公告)号：KR1020080084362A
公开(公告)日：2008-09-19
申请号：KR1020070026018
申请日：2007-03-16
Abstract: A fiber reinforced plastic pipe and a manufacturing method thereof are provided to improve load carrying capacity and rigidity by placing reinforced fibers in a longitudinal and a circumferential direction of the pipe, and to manufacture a pipe with a large diameter, using a plurality of modulated unit members. A fiber reinforced plastic pipe comprises an inner assembled cylindrical pipe(110) and an FRP(Fiberglass-Reinforced Plastic) outer part(120). The inner assembled cylindrical pipe is bonded with a plurality of FRP unit members(110a) to place the reinforced fiber from end to end. The FRP outer part covers an outer surface of the inner assembled cylindrical pipe to place the reinforced fiber in a circumferential direction of the inner assembled cylindrical pipe. The unit members include an outer wall(111), and left and right walls(112,113) extending from left and right ends of the outer wall in a radial direction respectively.
Abstract translation: 提供一种纤维增强塑料管及其制造方法，通过在管的纵向和圆周方向上放置增强纤维来提高承载能力和刚性，并且使用多个调制单元制造具有大直径的管 成员。 纤维增强塑料管包括内部组装的圆柱形管（110）和FRP（玻璃纤维增强塑料）外部部件（120）。 内部组装的圆柱形管道与多个FRP单元构件（110a）结合，以将增强纤维从一端到另一端放置。 FRP外部部分覆盖内部组装的圆柱形管的外表面，以将增强纤维沿内部组装的圆柱形管的圆周方向放置。 单元构件包括外壁（111）和分别从外壁的左端和右端延伸的左壁和右壁（112,113）。
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Patent Agency Ranking
公开(公告)号：KR101890026B1
公开(公告)日：2018-08-20
申请号：KR1020160070566
申请日：2016-06-07
Abstract: 본발명은부력체모듈의구성을더욱단순화하고제작이용이하여생산성이높아지고제조비용이저렴한태양전지판용부력체모듈을제공한다.본발명의적절한실시형태에따른태양전지판용부력체모듈은, 태양전지판을지지하는프레임과, 이프레임의하부에설치되어프레임을부유시키는부력체로이루어지는태양전지판용부력체모듈에있어서, 일정한간격을갖고서로나란하게하부측에배치되어부력을발생시킴과동시에일방향의프레임을구성하게되는복수개이상의부력체와; 상기부력체의길이방향과직교되는방향으로위치하여부력체의상면에장착되어있어태양전지판의선단부를지지하는하나이상의태양전지판프론트받침레일과; 태양전지판프론트받침레일과일정거리떨어져상기부력체의상면에입설된리어받침구와; 상기리어받침구의상면에걸침되어상기태양전지판의후단부를지지하는태양전지판리어받침레일;을포함하여구성된것을특징으로한다.
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公开(公告)号：KR1020150144418A
公开(公告)日：2015-12-28
申请号：KR1020140072931
申请日：2014-06-16
Applicant: 조선대학교산학협력단 , 남정훈
CPC classification number: Y02A20/212 , Y02W10/15 , Y02W10/37 , C02F3/14 , C02F7/00 , C02F2201/009 , E02B15/04
Abstract: 본발명은호수와늪, 연못등의수면에설치되어수중펌프를이용하여상부로물을분사하고수면의물을사방으로퍼지게함과동시에수류를발생시켜수중의용존산소량을풍부하게하며광합성을촉진하여줌으로서부영양화에의한수중의녹조현상과수중식물의부패에따른악취를방지할수 있는수중펌프를이용한수질정화장치에관한것이다. 본발명에의한수중펌프를이용한수질정화장치는심층수를상층수로순환시키기위한수중펌프(10)와, 상기수중펌프(10)를수용하도록상부에개구부가형성되고내부가빈 단지형상의하부몸체(20)와, 상기하부몸체(20)의개구부에연결되어상기수중펌프(10)에서분출되는물을상부로분사시키기위한분사로(30)와, 상기분사로(30)와연결되어수면에부유하기위해상부가개구된원통형상의중앙에중공형의연결로(45)가형성된상부몸체(40)와, 상기상부몸체(40)의개구부에결합되어상기분사로(30)를통한물을분사시키기위해상기분사로(30)와연통되도록분사구(55)가형성된돔 형상의상부커버(50)와, 상기상부커버(50)의상부에는자가발전을위한다수개장착된태양전지판(60)을포함하여구성되는것을특징으로한다.
Abstract translation: 本发明涉及一种使用安装在湖泊，沼泽，池塘等的水面上的水泵的水净化装置，向顶侧喷水，产生水流以富集水中的溶解氧，加快光合作用 使水面的水分同时向各个方向扩散，防止由于富营养化导致的水中的海藻绽放，以及由于淹没植被的分解造成的气味恶劣。 根据本发明的使用水泵的水净化装置包括：使深海水向上层循环的水泵（10） 成形为中空罐的下体（20）具有形成在上部的开口，以便容纳水泵（10）; 喷射通道（30），其将从水泵（10）喷出的水喷射到连接到下体（20）的开口的上部; 连接到喷射通道（30）的上部主体（40）具有中空连接路径（45），该中空连接路径形成为具有敞开的上部的圆柱形的中心以便在水上漂浮; 和与所述上主体（40）的开口接合的圆顶形的上盖（50）具有形成为与所述喷射通路（30）连接的喷射孔（55），以便通过所述喷射注入水 通道（30）和附接到上盖（50）的上部的多个太阳能电池板（60），用于自发电。
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公开(公告)号：KR1020110096279A
公开(公告)日：2011-08-30
申请号：KR1020100015637
申请日：2010-02-22
IPC: E04H13/00
CPC classification number: E04H13/006 , E04H13/005
Abstract: PURPOSE: A charnel house using abandoned mine is provided to hide the charnel house by constructing the charnel house inside abandoned mine. CONSTITUTION: A charnel house(130) using abandoned mine is formed in a stairs shape and comprises housing units and cinerary urns. The housing units are formed on the vertical surface(131V) of the stairs. The cinerary urns are stored in the housing units. Doors are installed in the housing unit and open and close the housing units having the cinerary urns. A path(121), which is toward the horizontal surface(131H) of the stairs, is formed in the edge of the charnel house.
Abstract translation: 目的：使用废弃矿山的一个特设房屋，通过在被遗弃的矿山内建造这座藏身之处，提供隐藏的房屋。 宪法：使用废弃矿山的一个特设房屋（130）形成一个楼梯形状，包括住房单元和矿石缸。 壳体单元形成在楼梯的垂直表面（131V）上。 矿石缸被储存在房屋单元中。 门安装在房屋单元中，打开和关闭具有行程缸的房屋单元。 朝向楼梯的水平面（131H）的路径（121）形成在车厢的边缘。
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公开(公告)号：KR1020100061962A
公开(公告)日：2010-06-10
申请号：KR1020080120342
申请日：2008-12-01
CPC classification number: F03B13/264 , E04C3/34 , F03B15/02 , F05B2220/32 , Y02E10/28
Abstract: PURPOSE: A precast wall complex generating structure for the increment of the speed of a moving fluid is provided to reduce environmental damage through simple construction by applying a dry construction method using a pre-cast product. CONSTITUTION: A precast wall complex generating structure for the increment of the speed of a moving fluid comprises a pair of walls. A pair of walls comprise multiple piles and a plurality of precast panels. Multiple piles are installed on a submarine ground to be separated from each other. Multiple precast panels are successively laminated between neighboring piles. The interval of a pair of walls is gradually reduced toward the installation space of a tidal power generation turbine(2) along the tidal current direction.
Abstract translation: 目的：提供一种用于提高运动流体速度的预制墙复合物产生结构，通过使用预制产品的干法施工方法，通过简单的施工来减少环境破坏。 构成：用于增加移动流体的速度的预制壁复合物产生结构包括一对壁。 一对墙壁包括多个堆叠和多个预制面板。 潜艇上安装了多桩，以便彼此分开。 相邻的桩之间相继层压多个预制面板。 沿着潮流方向，一对壁的间隔朝着潮汐发电涡轮（2）的安装空间逐渐减小。
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公开(公告)号：KR1020100018891A
公开(公告)日：2010-02-18
申请号：KR1020080077612
申请日：2008-08-07
IPC: H02S20/00
Abstract: PURPOSE: A floating structure installing a solar cell array is provided to utilize a space efficiently by installing the solar cell array, which occupies a large size of area, on the water. CONSTITUTION: A horizontal unit(10) a vertical unit(20) are arranged in the form of lattice in order to cross at right angle each other on the plane. A floating sphere(30) is installed in each cross point of the horizontal units and the vertical units. The floating sphere is composed in a box type. A side of the floating sphere, capable of establishing a solar cell array becomes a roof plate(32). The roof plate is an inclined plate. A foothold(50) is further installed on the horizontal unit or the floating sphere. A pair of fixing beams(40a, 40b) are further installed on the roof plate of the floating sphere.
Abstract translation: 目的：提供安装太阳能电池阵列的浮动结构，通过在水面上安装占地面积大的太阳能电池阵列，有效利用空间。 构成：水平单元（10）垂直单元（20）以格子的形式布置，以便在平面上彼此成直角交叉。 在水平单元和垂直单元的每个交叉点安装浮球（30）。 浮球由箱型组成。 能够建立太阳能电池阵列的浮球的一侧成为屋顶板（32）。 屋顶板是倾斜板。 脚手架（50）还安装在水平单元或浮球上。 一对固定梁（40a，40b）进一步安装在浮球的顶板上。
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