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1. 发明授权

KR100763955B1 벤더를 이용한 크로스홀형 탄성파 시험 방법 有权
标题翻译：弯曲元件的十字孔型弹性波测试方法
公开(公告)号：KR100763955B1
公开(公告)日：2007-10-05
申请号：KR1020060047759
申请日：2006-05-26
申请人： 한국해양연구원 , 경희대학교 산학협력단 , (주) 다이크 이앤씨
发明人： 권오순 , 장인성 , 목영진 , 장현삼 , 정재우
IPC分类号： G01N29/00
CPC分类号： G01N29/04 , E02D1/022 , E02D5/22 , G01N33/24 , G01N2291/0422 , G01V1/46
摘要： A method for testing cross hole-type elastic waves by using a bender is provided to measure dynamic characteristics of a soft ground continuously by computing shear wave speed for different depths according to changes of rigidity for the soft ground. A method for testing cross hole-type elastic waves by using a bender includes a step of inserting a pair of post members having at least one pair of elastic wave transmitting and receiving units(20,22), respectively, into a soft ground at a certain interval; a step of generating oscillation by applying voltage to the transmitting unit and sensing the oscillation by the receiving unit; a step of changing the detected oscillation into the voltage; and a step of recording an electric signal detected by the receiving unit and analyzing the electric signal by a computer.
摘要翻译：提供一种通过弯曲机测试交叉孔型弹性波的方法，通过根据软土地刚度的变化计算不同深度的剪切波速，连续地测量软土的动态特性。通过使用弯曲器来测试交叉孔型弹性波的方法包括将具有至少一对弹性波发射和接收单元（20,22）的一对柱构件分别插入到柔性地面中的步骤一定间隔; 通过向所述发送单元施加电压并感测所述接收单元的振荡来产生振荡的步骤; 将检测到的振荡改变为电压的步骤; 以及记录由接收单元检测到的电信号并通过计算机分析电信号的步骤。

2. 发明公开

KR1020090055242A 연약지반의 강성 측정장치 无效
标题翻译： BURIED传感器软土地基强度测量
公开(公告)号：KR1020090055242A
公开(公告)日：2009-06-02
申请号：KR1020070122064
申请日：2007-11-28
申请人： 경희대학교 산학협력단 , (주)다이크
发明人： 목영진 , 이창수 , 정재우 , 김학성
IPC分类号： G01N29/00 , G01M7/02 , G01N29/04 , E02D1/02
CPC分类号： G01N29/07 , E02D1/022 , E02D3/02 , G01M7/022 , G01N33/24 , G01V1/46
摘要： An apparatus for measuring the stiffness of weak soil foundation is provided to measure minute range precisely by measuring the movement of the ground which is uneven and complicated on a real time basis. An apparatus for measuring the stiffness of weak soil foundation comprises: a body(10) including a pair of vertical wings(12A,12B) and a connection part(13A,13B); an oscillating member(20) formed in the inner side of one side vertical wing of the body; and a vibration absorbing member(22) which is installed in order to be faced with the oscillating member. The vertical wings are separated. The connection part is coupled with a coupling unit. The vertical wing and the connection part are faced. The oscillating member generates the vibration. The vibration absorbing member absorbs the vibration by being formed on the inner side of the other side vertical wing of the body.
摘要翻译：提供了一种用于测量弱土基刚度的装置，通过实时测量不平整和复杂的地面运动，精确测量微小范围。一种用于测量弱土基础刚度的装置，包括：主体（10），包括一对垂直翼（12A，12B）和连接部分（13A，13B）; 形成在所述主体的一侧垂直翼的内侧的摆动构件（20）以及为了面对摆动部件安装的振动吸收部件（22）。垂直翼分开。连接部分与耦合单元耦合。垂直翼和连接部分面对。摆动构件产生振动。振动吸收部件通过形成在本体的另一侧垂直翼的内侧而吸收振动。

3. 发明授权

KR100860937B1 벤더 엘리먼트를 이용한 연약지반 측정장치 失效
标题翻译： BURIED传感器用于使用弯曲元件的土壤强度测量
公开(公告)号：KR100860937B1
公开(公告)日：2008-09-29
申请号：KR1020070057862
申请日：2007-06-13
申请人： 경희대학교 산학협력단
发明人： 목영진 , 정재우 , 김학성 , 이창수
IPC分类号： E02D33/00 , E02D1/00 , G01C5/00
CPC分类号： E02D33/00 , E02D1/00 , G01C5/00
摘要： A buried sensors for stiffness measurement of soil using bender elements is provided to reduce vibration transferred from a vibration sending member to a vibration receiving member through a pile member by installing resonating pins between horizontal members. A buried sensors for stiffness measurement of soil using bender elements comprises a pile member(10), a pair of horizontal member(20,22), vibration sending and receiving members(30,32), and resonating pins(24). The pile member is installed at the front end of a mandrel and goes into a soft ground vertically. The horizontal members are hinged at upper and lower part of the pile member in parallel to each other. The vibration sending and receiving members are mounted on opposed faces of the horizontal members to send and receive vibration vertically. The resonating pins are mounted on opposed faces of the horizontal members.
摘要翻译：提供了一种用于使用弯曲元件的土壤刚度测量的埋地传感器，用于通过在水平构件之间安装谐振销来减少通过桩构件从振动发送构件传递到振动接收构件的振动。用于使用弯曲元件的土壤刚度测量的埋地传感器包括桩构件（10），一对水平构件（20,22），振动发送和接收构件（30,32）和谐振销（24）。桩构件安装在心轴的前端，并垂直进入软地面。水平构件在桩构件的上部和下部彼此平行地铰接。振动发送和接收构件安装在水平构件的相对面上，以垂直方向发送和接收振动。谐振销安装在水平部件的相对面上。

4. 发明授权

KR101976415B1 이팝나무 추출물을 유효성분으로 함유하는 피부자극 또는 피부염증 완화용 피부외용제 조성물 有权
公开(公告)号：KR101976415B1
公开(公告)日：2019-05-10
申请号：KR1020170096388
申请日：2017-07-28
申请人： 코스맥스 주식회사 , 경희대학교 산학협력단
发明人： 이경은 , 이동걸 , 강승현 , 김연준 , 백남인 , 이영근 , 정재우 , 고정수
IPC分类号： A61K8/9789 , A61K36/63 , A61Q19/00

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