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1. 发明授权

KR100767595B1 지반의 강성도 계측을 위한 인홀 탄성파 시험장치 失效
标题翻译：用于测量表面材料动态刚度的孔内地震测试装置
公开(公告)号：KR100767595B1
公开(公告)日：2007-10-17
申请号：KR1020060086329
申请日：2006-09-07
申请人： 경희대학교 산학협력단 , 주식회사 두배시스템
发明人： 목영진 , 박철수 , 이배
IPC分类号： E02D1/02 , G01N29/00 , G01N29/04 , G01M7/02
CPC分类号： E02D1/02 , E02D1/022 , G01M7/02 , G01N29/00 , G01N29/04
摘要： An in-hole seismic testing device for measuring dynamic stiffness of a ground is provided to prevent corrosion or infiltration of water in measuring shear wave velocity below an underground water level by coating an oscillator and a detector with epoxy resin, and to detect shear wave velocity accurately by maximizing impact energy with powerful contact force. An in-hole seismic testing device includes an oscillator(10) generating vibration, a detector(20) sensing vibration in operating the oscillator, and a connecting member(40) connecting the oscillator to the detector and shutting off vibration transmitted directly from the oscillator to the detector. An operating member has a servo motor, and the detector includes a body and a sensor installed in the body to measure arrival time of vibration transmitted through a geological stratum in operating the oscillator. Contact members(30) are formed in the detector and the oscillator, and contacted to a wall of a detection hole.
摘要翻译：提供了一种用于测量地面动态刚度的孔内地震测试装置，以通过涂覆振荡器和环氧树脂检测器来测量地下水位以下的剪切波速度中的水的腐蚀或渗透，并检测剪切波速度准确地通过强大的接触力使冲击能量最大化。孔内地震测试装置包括产生振动的振荡器（10），检测振荡器操作振动的检测器（20），以及将振荡器连接到检测器并且切断从振荡器直接传输的振动的连接构件（40）到检测器。操作构件具有伺服电动机，并且检测器包括安装在身体中的主体和传感器，以测量在操作振荡器时通过地质层传递的振动的到达时间。接触构件（30）形成在检测器和振荡器中，并与检测孔的壁接触。

2. 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。

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

KR100745036B1 지반의 강성도 계측을 위한 인홀 탄성파 시험방법 失效
标题翻译：用于测量地面刚度的孔内弹性波测试方法
公开(公告)号：KR100745036B1
公开(公告)日：2007-08-01
申请号：KR1020060086330
申请日：2006-09-07
申请人： 경희대학교 산학협력단
发明人： 목영진 , 박철수
IPC分类号： E02D1/00 , E02D1/02 , G01N29/00 , G01N29/04 , G01M7/02

5. 发明授权

KR101034722B1 크로스홀 탄성파 시험을 이용한 쇄석다짐말뚝의 검측방법 失效
标题翻译：使用横向地震测试的颗粒压实桩的测量方法
公开(公告)号：KR101034722B1
公开(公告)日：2011-05-17
申请号：KR1020090061686
申请日：2009-07-07
申请人： 경희대학교 산학협력단
发明人： 목영진 , 김학성 , 박인범 , 박철수
IPC分类号： G01B17/00 , E02D11/00
CPC分类号： G01V1/46
摘要： 연약지반에 시공되는 쇄석다짐말뚝의 시공직경을 확인할 수 있는 크로스홀 탄성파 시험을 이용한 쇄석다짐말뚝의 검측방법에 대하여 개시한다. 본 발명은 a) 연약지반에 시공된 쇄석다짐말뚝의 양측 지표면에 대응되는 제 1 검측공 및 제 2 검측공이 각각 배치되고, 상기 제 1,2 검측공의 연장선상으로 제 2 검측공과 일정거리 떨어진 지표면에 제 3 검측공이 배치되며, 상기 제 1,2 검측공과 직각되게 교차하는 쇄석다짐말뚝의 양측 접하는 지표면에 대응되는 제 4 검측공 및 제 5 검측공이 각각 배치되도록 쇄석다짐말뚝의 가장자리에 각 검측공을 천공하는 단계; b) 상기 a)단계에서 제 1,2,3,4,5 검측공 내에 그라우팅을 주입하고 피브이씨 케이싱을 각각 삽입 설치하는 단계; 및 c) 상기 b)단계에서 피브이씨 케이싱의 설치완료 후, 제 1,2 검측공, 제 2,3 검측공 및 제 4,5 검측공에 탄성파 시험기의 발진자와 감지기를 삽입하고 각 검측공 사이의 매질을 통과하는 S-파의 전단파 속도를 검측하여 깊이별 쇄석다짐말뚝의 시공직경을 판단하는 단계;를 포함하고, 각 검측공에서 측정되는 전단파 속도를 통해 깊이별 쇄석다짐말뚝의 형상 및 시공직경을 용이하게 확인할 수 있고, 검측시 말뚝의 손상을 방지할 수 있다.
크로스홀, 탄성파 시험, 쇄석다짐말뚝, 검측, 시공직경

6. 发明公开

KR1020110004061A 크로스홀 탄성파 시험을 이용한 쇄석다짐말뚝의 검측방법 失效
标题翻译：使用横向地震测试的颗粒压实桩的测量方法
公开(公告)号：KR1020110004061A
公开(公告)日：2011-01-13
申请号：KR1020090061686
申请日：2009-07-07
申请人： 경희대학교 산학협력단
发明人： 목영진 , 김학성 , 박인범 , 박철수
IPC分类号： G01B17/00 , E02D11/00
CPC分类号： G01V1/46
摘要： PURPOSE: A method for measuring a granular compaction pile using crosshole seismic testing is provided to easily confirm the diameter of a granular compaction pile for each depth through S-wave testing. CONSTITUTION: A method for measuring a granular compaction pile using crosshole seismic testing comprises the steps of: arranging a first testing hole(20) and a second testing hole(22) at both surface of a granular compaction pile(10); arranging a third testing hole(24) on the surface in the extended line of the first and second testing holes; punching testing holes at the edge portion of the pile; putting a grouting material(30) into the testing holes and installing a PVC casing(32) in the testing holes; and judging the diameter of the pile by testing the velocity of a shear wave which passes through each testing hole.
摘要翻译：目的：提供一种使用交叉孔测震法测量颗粒压实桩的方法，以便通过S波测试轻松确认每个深度的颗粒压实桩的直径。构成：使用交叉孔测试的测量颗粒压实堆的方法包括以下步骤：在颗粒压实堆（10）的两个表面上布置第一测试孔（20）和第二测试孔（22）; 在第一和第二测试孔的延长线的表面上布置第三测试孔（24）; 在桩的边缘部分冲压试验孔; 将注浆材料（30）放入测试孔中，并将PVC壳体（32）安装在测试孔中; 并通过测试通过每个测试孔的剪切波的速度来判断桩的直径。

7. 发明授权

KR100769683B1 인홀형 탄성파콘의 관입시험 방법 有权
标题翻译：测试孔内类型弹性波纹的插入方法
公开(公告)号：KR100769683B1
公开(公告)日：2007-10-23
申请号：KR1020060047758
申请日：2006-05-26
申请人： 한국해양연구원 , 경희대학교 산학협력단
发明人： 권오순 , 장인성 , 목영진 , 한만진
IPC分类号： E02D1/00 , E02D1/02 , E02D33/00
CPC分类号： E02D1/00 , E02D1/02 , E02D1/022 , E02D33/00
摘要： A method for testing insertion of an in-hole type elastic wave cone is provided to perform the ground investigation work economically by precisely measuring the shear wave velocity. A method for testing insertion of an in-hole type elastic wave cone comprises a step of installing an elastic wave cone(10) in an insertion rod(52). The elastic wave cone(10) is inserted into a measurement location. When the elastic wave cone(10) reaches the measurement location, a cone insertion test device stops the operation thereof to cease the inserting work. Voltage is applied to a vibration generator(20) to generate vibrations, and a vibration receiver(22) detects the vibrations. The vibration receiver(22) converts the vibrations into the voltage.
摘要翻译：提供了一种用于测试插孔式弹性波锥的方法，通过精确测量剪切波速度来经济地进行地面调查工作。用于测试孔内弹性波锥的插入的方法包括将弹性波锥（10）安装在插入杆（52）中的步骤。将弹性波锥（10）插入测量位置。当弹性波锥（10）到达测量位置时，锥形插入测试装置停止其操作以停止插入工作。电压施加到振动发生器（20）以产生振动，并且振动接收器（22）检测振动。振动接收器（22）将振动转换成电压。

8. 发明授权

KR100756892B1 인홀형 탄성파 시험용 계측장치 有权
标题翻译：用于孔内类型弹性波测试的测量装置
公开(公告)号：KR100756892B1
公开(公告)日：2007-09-07
申请号：KR1020060047757
申请日：2006-05-26
申请人： 한국해양연구원 , 경희대학교 산학협력단 , (주) 다이크 이앤씨
发明人： 권오순 , 장인성 , 목영진 , 장현삼
IPC分类号： G01N33/24
摘要： A survey device for in-hole type elastic wave test is provided to precisely measure the real time dynamic properties of the weak ground, changed continuously, according to the depth and economically operate the device. A survey device for in-hole type elastic wave test comprises: a body(10) having two installing grooves(12) on the outside and mounted to a driving steel bar connected to a cone of a cone penetration tester; a pair of operation members(20, 22) which are installed to the installing grooves in parallel to the steel bar with a hinge, are connected to a motor mounted to the body and are rotated in regard to the hinge, perpendicularly to the steel bar; and an acoustic wave transmission part(30) and reception part(32) for transmitting and receiving the acoustic wave, installed in the operation member.
摘要翻译：提供孔内弹性波测试的测量装置，以精确测量弱地的实时动态特性，根据深度不断变化，经济地操作设备。用于孔内弹性波测试的测量装置包括：主体（10），其在外部具有两个安装槽（12），并且安装到连接到锥形穿透测试仪的锥体的驱动钢筋上; 一对安装在具有铰链的钢筋平行的安装槽的操作构件（20,22）被连接到安装在主体上的电动机，并且相对于铰链旋转，垂直于钢筋 ; 以及安装在操作构件中的用于发送和接收声波的声波传输部分（30）和接收部分（32）。

9. 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。

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