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1. 发明公开

KR1020160029336A 층별 침하계 有权
标题翻译：多层沉降仪
公开(公告)号：KR1020160029336A
公开(公告)日：2016-03-15
申请号：KR1020140118661
申请日：2014-09-05
申请人： (주)지오사이언스 , (주)상지이엔지
发明人： 박태중 , 이현재
IPC分类号： G01B7/24 , G01C7/02 , G01C9/00 , E02D1/00
CPC分类号： G01B7/24 , E02D1/00 , G01B7/00 , G01C7/02 , G01C9/00
摘要： 본발명은층별침하계에관한것으로서, 보다상세하게는미리준비된침하계를파이프에결합한 후연약지반의침하관리를위하여이를계측하기위한층별침하계에관한것이다. 본발명은내부가비어있고, 외측부에통공이형성된외부케이스, 상기외부케이스의내부에밀폐삽입되고, 내부가비어있는내부케이스, 상기내부케이스의외측부에주회하여결합되고, 스파이더가외주부에연장형성되는마그네틱감지소자를포함하여구성되며, 상기내부케이스또는외부케이스에파이프가체결가능하여, 내부케이스에상하이동가능하게설치되고외부케이스로보호되는감지소자가주변지반에스파이더를활착한상태에서, 몰타르로덮힌후 주변지반과스파이더가상하이동되어도, 장공을따라감지소자도함께이동하여침하량을정밀하게계측할수 있다.
摘要翻译：本发明涉及一种多层沉降计，更具体地涉及一种多层沉降计，用于在将先前准备好的沉降计与管道结合后，测量软土沉降管理的沉降。本发明的多层沉降计包括：在外侧部分形成通孔的外壳; 一个插入外壳的被密封的内壳，是空的; 以及磁性检测装置，其通过围绕所述外侧部分旋转而组合到所述内部壳体的外侧部分，并且具有在外周部分上延伸的蜘蛛。管道可以固定在内部外壳或外壳上。因此，在检测装置被安装成能够在内部壳体中上下移动并被外部壳体保护并且将蜘蛛安装在周围地面的状态下，即使周边地面和蜘蛛在上下移动之后用砂浆覆盖，检测装置沿长孔一起移动，从而可以精确地测量沉降。

2. 发明公开

KR1020150137907A 지반균형센서 有权
标题翻译：地平衡传感器
公开(公告)号：KR1020150137907A
公开(公告)日：2015-12-09
申请号：KR1020140066583
申请日：2014-05-30
申请人： 한국전파기지국주식회사
发明人： 김문환 , 오성균 , 김덕원 , 이건호
IPC分类号： E02D1/00 , E02D3/00 , G01P15/00
CPC分类号： G01D21/00 , E02D1/00 , E02D2600/10 , G01J1/00 , G01P15/00
摘要： 본발명은지반균형센서에관한것으로서, 일정길이의중공봉형태이고하방폐쇄상방개방구조로된 몸체부, 상기몸체부중공봉내에장착되는센서부, 상기몸체부상단일부분을감싸면서몸체부상단을폐쇄하도록설치되며, 상기센서부의상단부가상기몸체부상단면에노출되도록설치되는투명케이스로구성되어, 지반내에장착된후에상기센서부를통해센싱되는신호를외부로전송하는것을특징으로한다.
摘要翻译：本发明涉及一种地平衡传感器。地面平衡传感器包括：主体部分，其形成为具有预定长度的中空杆形状，并且具有其中下部被封闭并且上部打开的结构; 安装在所述主体部的中空杆的内部的传感器部; 以及围绕身体部分的顶部的一部分的透明壳体，以封闭身体部分的顶部并且被安装以将传感器部分的顶部暴露于身体部分的顶部。地面平衡传感器安装在地面上，然后将由传感器部分感测到的信号传输到外部。

3. 发明公开

KR1020140059042A 다짐 평가용 동적 관입 시험 장치 및 이를 이용한 다짐 평가 방법 有权
标题翻译：动态锥体测试仪的设备及其测量土壤压实方法
公开(公告)号：KR1020140059042A
公开(公告)日：2014-05-15
申请号：KR1020120125634
申请日：2012-11-07
申请人： 최준성
发明人： 최준성 , 최원석 , 김민성
IPC分类号： E02D33/00 , E02D1/00 , E02D3/046
CPC分类号： E02D33/00 , E02D1/00 , E02D3/046 , E02D2200/1692 , E02D2600/10
摘要： The present invention relates to a dynamic cone penetration test device for evaluating soil compaction and a method for evaluating soil compaction, using the same. The dynamic cone penetration test (DCPT) device comprises: a penetration unit (100) having a cone (110) with a cone shape formed on the lower part thereof; a lower rod (210) having the lower end combined with the penetration unit (100) and penetrating the ground together with the penetration unit (100); an upper rod (220) which is combined with the upper end of the lower rod (210) and which has a weight (300) moving vertically thereon; a rod unit including an anvil which is fixed and combined between the upper rod (220) and the lower rod (210) and hit by the weight (300); the weight (300) having a weight through hole (301) penetrated by the upper rod (220), moving up and down, falling free from the upper part of the upper rod (220), and hitting the lower anvil (230); a weight fixing unit (400) having a fixing unit through hole (40) penetrated by the upper rod (220) and fixing or releasing the upper part of the weight (300) on or from the upper part of the upper rod (220), wherein the weight (300) falls free when the upper part of the weight is released from the upper part of the upper rod (220); and a depth measuring unit (500) installed to measure the penetration depth of the lower rod (210). The method for evaluating soil compaction, using the dynamic cone penetration test device for evaluating soil compaction, is provided to improve the accuracy and objectivity of test results, to save evaluating hours by reducing man power and to secure economic feasibility and stability.
摘要翻译：本发明涉及用于评估土壤压实的动态锥体穿透试验装置和使用其的土壤压实评估方法。动态锥体穿透试验（DCPT）装置包括：穿透单元（100），其具有形成在其下部的锥形的锥体（110）; 下杆（210），其下端与穿透单元（100）结合并与穿透单元（100）一起穿透地面; 上杆（220），其与所述下杆（210）的上端结合并且具有在其上垂直移动的重物（300）; 杆单元，其包括固定并组合在上杆（220）和下杆（210）之间并被重物（300）撞击的砧座; 所述重物（300）具有通过所述上杆（220）穿过的重物通孔（301），上下移动，与所述上杆（220）的上部无关，并撞击所述下砧座（230）。具有由所述上杆（220）穿过的固定单元通孔（40）并且将所述重物（300）的上部固定或释放在所述上杆（220）的上部上或从所述上杆（220）的上部固定或释放的重物固定单元（400），其中当所述重物的上部从所述上杆（220）的上部释放时，所述重物（300）不起作用; 以及安装以测量下杆（210）的穿透深度的深度测量单元（500）。提供土壤压实评估方法，采用动态锥体穿透试验装置评价土壤压实度，提高试验结果的准确性和客观性，通过减少人力，保障经济可行性和稳定性，节省评估时间。

4. 发明授权

KR101646987B1 비포화 다공성 매질의 포화 수리전도도 측정장치 有权
标题翻译：用于测量不饱和多孔介质饱和水力传导率的装置
公开(公告)号：KR101646987B1
公开(公告)日：2016-08-23
申请号：KR1020140120403
申请日：2014-09-11
申请人： 한국지질자원연구원
发明人： 이봉주 , 이지훈
IPC分类号： E02D1/02 , E02D1/04 , G01N15/08 , G01N33/24
CPC分类号： G01N15/0826 , E02D1/00
摘要： 본발명은비포화대토양의수리전도도측정장치에관한것으로, 보다상세하게는다시의법칙(Darcy뭩 law)을적용하여지반의수직수리전도도를용이하게측정할수 있도록한 것이다. 특히, 본발명은지반을구성하는토양의수리전도도를현장에서용이하게측정할수 있기때문에, 자연상태에서의퇴적층에대한정확한수리전도도의측정이가능하고, 토양의수리적특성파악이용이하도록할 수있다. 이를통해, 지하수개발을위한정보및 지반내의오염물질확산과정을확인하기위한정보를매우정확하게획득할수 있다. 또한, 본발명은장치의구성이간단하여설치및 관리가용이하므로, 특정지역의지반구조조사를효율적으로수행할수 있는장점이있다. 따라서, 토목, 지질조사분야, 지하수개발분야, 지질오염방지분야및 이에의해파생될수 있는유사분야에서신뢰성및 경쟁력을향상시킬수 있다.
摘要翻译：用于测量地球不饱和区域中不饱和多孔介质饱和水力传导率的装置。所述测量装置包括：筒状构件，其插入到所述多孔介质中，所述气缸构件在所述气缸构件的上端和下端敞开的位置，用于向所述气缸构件供应恒定流量的水的装置;以及压力测量装置，根据流入气缸构件的水量来测量液压头。测量装置可以根据现场的达西定律轻松测量基础的垂直水力传导性。可以准确测量天然状态下沉积层的水力传导性，容易确定土壤的地质特征。可以获得关于污染物分散和移动过程的非常准确的信息。

5. 发明公开

KR1020160030783A 비포화 다공성 매질의 포화 수리전도도 측정장치 有权
标题翻译：用于测量不饱和多孔介质饱和液压电导率的装置
公开(公告)号：KR1020160030783A
公开(公告)日：2016-03-21
申请号：KR1020140120403
申请日：2014-09-11
申请人： 한국지질자원연구원
发明人： 이봉주 , 이지훈
IPC分类号： E02D1/02 , E02D1/04 , G01N15/08 , G01N33/24
CPC分类号： G01N15/0826 , E02D1/00 , E02D1/02 , E02D1/04 , G01N15/08 , G01N33/24 , G01N2015/0813
摘要： 본발명은비포화대토양의수리전도도측정장치에관한것으로, 보다상세하게는다시의법칙(Darcy뭩 law)을적용하여지반의수직수리전도도를용이하게측정할수 있도록한 것이다. 특히, 본발명은지반을구성하는토양의수리전도도를현장에서용이하게측정할수 있기때문에, 자연상태에서의퇴적층에대한정확한수리전도도의측정이가능하고, 토양의수리적특성파악이용이하도록할 수있다. 이를통해, 지하수개발을위한정보및 지반내의오염물질확산과정을확인하기위한정보를매우정확하게획득할수 있다. 또한, 본발명은장치의구성이간단하여설치및 관리가용이하므로, 특정지역의지반구조조사를효율적으로수행할수 있는장점이있다. 따라서, 토목, 지질조사분야, 지하수개발분야, 지질오염방지분야및 이에의해파생될수 있는유사분야에서신뢰성및 경쟁력을향상시킬수 있다.
摘要翻译：本发明涉及一种用于测量不饱和区域的饱和水力传导率的装置，更具体地说，涉及通过应用达西定律容易地测量地下垂直水力传导性的装置。具体地说，由于本发明能够简单地测量现场构成地面的土壤的水力传导性，因此有助于测量自然界中沉积层的精确水力传导性，并且易于理解土壤的水文特征。因此，目前允许获取地下水开发和信息的信息，以掌握地下水中的污染物扩散过程。此外，由于本发明具有易于安装和管理的简单结构，因此具有有效地执行特定区域的地下结构调查的优点。因此，本发明提高了土木工程，地质调查，地下水开发，防止土壤污染以及上述相关领域的可靠性和竞争力。

6. 发明公开

KR1020140115035A 말뚝 재하 실험에서의 말뚝 내부 변위 및 응력 측정 장치, 및 이를 이용한 말뚝 내부 변위 및 응력 측정 방법 有权
标题翻译：用于测量桩载荷实验中桩的深度位移和应力的装置，以及使用其来测量桩的深度部分的位移和应力的方法
公开(公告)号：KR1020140115035A
公开(公告)日：2014-09-30
申请号：KR1020130029576
申请日：2013-03-20
申请人： (주)아리터
发明人： 강상욱 , 유지훈
IPC分类号： E02D33/00 , E02D1/00 , G01L5/00 , E02D5/28 , E02D5/34
CPC分类号： E02D33/00 , E02D1/00 , E02D5/285 , E02D5/34 , G01L5/00
摘要： The present invention relates to a device which can measure the displacement and stress on a specific point within a pile such as the tip of the pile during a pile load test and a method for measuring the internal displacement and stress of a pile using the device. When the internal displacement and stress of a pile is measured by using the device according to the present invention, which is for measuring the internal displacement and stress of a pile, the device can precisely measure the displacement and stress on a specific point within a hollow pile such as a steel pipe or a concrete pile since a measuring rod is not moved. The device also can be easily installed and assembled.
摘要翻译：本发明涉及一种能够测量堆桩内的特定点上的位移和应力的装置，例如桩载荷试验期间桩的顶端以及使用该装置测量桩的内部位移和应力的方法。当通过使用根据本发明的装置来测量桩的内部位移和应力时，其用于测量桩的内部位移和应力，该装置可以精确地测量中空中的特定点上的位移和应力由于测量杆不动，所以诸如钢管或混凝土桩的桩。该装置也可以方便地安装和组装。

7. 发明授权

KR101252268B1 이중 중공관 구조를 가진 지반 수평 저항력 측정용 콘 관입 시험장치 有权
标题翻译：具有双管结构的CONE渗透装置，用于测量水平土壤反应
公开(公告)号：KR101252268B1
公开(公告)日：2013-04-08
申请号：KR1020130017568
申请日：2013-02-19
申请人： 부산대학교 산학협력단
发明人： 안재훈 , 김유석 , 이종섭 , 변용훈
IPC分类号： E02D1/00
CPC分类号： E02D1/00
摘要： PURPOSE: A cone penetration testing device for measuring the lateral resistance of a ground including a double tube hollow is provided to precisely measure the lateral resistance applied to an external cylinder by preventing interference on the vertical resistance. CONSTITUTION: A cone penetration testing device for measuring the lateral resistance of a ground including a double tube hollow comprises a main rod(10), a cylindrical vertical rod(20), a cone penetration tip(30), a tube hollow type inner cylinder(40), a tube hollow type outer cylinder(50), and a horizontal resistance measuring unit. One end of the main rod is connected to a penetration device, and a load is applied to the main rod. The vertical rod vertically penetrates from the center of the other end of the main rod. The cone penetration tip is connected to the end of the vertical rod and penetrates into the ground. The inner cylinder accommodates the vertical rod while separately arranged at regular intervals from the end of the cone penetration tip and includes a ring-shaped protrusion along the outer periphery. The outer cylinder accommodates the inner cylinder. The horizontal resistance measuring unit is mounted on a surface of the inner cylinder and measures strain ratio.
摘要翻译：目的：提供用于测量包括双管中空的地面的横向电阻的锥形穿透测试装置，以通过防止对垂直电阻的干扰来精确地测量施加到外部气缸的横向电阻。构成：用于测量包括双管中空的地面的横向阻力的锥形穿透测试装置包括主杆（10），圆柱形竖杆（20），锥形穿透尖端（30），管中空型内筒（40），管中空型外筒（50）和水平阻力测量单元。主杆的一端连接到穿透装置，并且负载施加到主杆。垂直杆从主杆的另一端的中心垂直地穿透。锥形穿透尖端连接到垂直杆的端部并穿透到地面。内筒容纳垂直杆，同时从锥形穿透尖端的端部以规则的间隔分开布置，并且包括沿着外周的环形突起。外筒容纳内筒。水平电阻测量单元安装在内筒的表面上并测量应变比。

8. 发明公开

KR1020100000137A 해양표지물 설치를 위한 수중 돌출암 측량 방법 및 이를이용한 지반조사와 기초부 시공방법 有权
标题翻译：北水北调对水下盆地的调查和构造方法
公开(公告)号：KR1020100000137A
公开(公告)日：2010-01-06
申请号：KR1020080059516
申请日：2008-06-24
申请人： 한국해양연구원
发明人： 안재천
IPC分类号： E02D27/52 , E02D1/00 , E02D5/80
CPC分类号： E02D27/52 , E02D1/00 , E02D5/80 , E02D2250/0023 , E02D2250/0061 , E02D2600/30
摘要： PURPOSE: An underwater prominent survey method for mounting beacons and ground survey and base construction methods using the same are provided to measure the continuous altitude of underwater prominent by forming guide holes on a shallow draft vessel. CONSTITUTION: An underwater prominent survey method for mounting beacons comprises the steps of: installing a location survey upper plate part(10) in which a plurality of circular guide holes(11) of different diameter are formed on the center of the deck of a shallow draft vessel(20), putting a survey device(40) under the water through the guide holes, and measuring the continuous altitude of underwater prominent(1).
摘要翻译：目的：提供一种用于安装信标的水下突出测量方法和使用该信号的地面测量和基础施工方法，以通过在浅牵伸船上形成导孔来测量水下突起的连续高度。构成：用于安装信标的水下突出测量方法包括以下步骤：安装位置测量上板部分（10），其中在浅层的甲板的中心上形成有多个不同直径的圆形导孔（11）牵引船（20），通过导孔将测量装置（40）放在水下，并测量水下突出的连续高度（1）。

9. 发明授权

KR100812186B1 전체침하량 분석방법 및 예측방법 有权
标题翻译：分析总分析方法和预测方法
公开(公告)号：KR100812186B1
公开(公告)日：2008-03-12
申请号：KR1020070036608
申请日：2007-04-13
申请人： 주식회사 이제이텍
发明人： 김완종 , 권형석 , 노원석
IPC分类号： E02D33/00 , E02D1/00 , E21B47/00
CPC分类号： E02D33/00 , E02D1/00 , E21B47/00
摘要： A method for analyzing and predicting total subsidence is provided to analyze total subsidence and average subsidence easily by acquiring subsidence repeatedly using measured advancing subsidence and following subsidence and acquiring an analysis area including advancing subsidence and following subsidence by locations, and to predict subsidence using an analysis area with geological information similar to investigated geological information by reflecting and acquiring geological information and excavation information corresponding to the analysis area. A method for analyzing and predicting total subsidence comprises the steps of measuring and collecting data on advancing subsidence and following subsidence by locations continuously using a subsidence measuring device when advancing a tunnel face at tunnel excavation, acquiring an analysis area including advancing subsidence and following subsidence formed by advancing a tunnel face by many locations corresponding to the movement of the tunnel face on the basis of a tunnel face from the collected data on advancing subsidence and following subsidence, and analyzing subsidence for a section corresponding to the analysis area using the total subsidence and the average subsidence for a section against many locations contained in the analysis area, and acquiring an analysis area by reflecting geological information and excavation information corresponding to the analysis area, investigating geological information of an excavation area at new excavation and predicting subsidence using the analysis area with reflected geological information similar to geological information investigated at new excavation.
摘要翻译：提供了一种分析和预测总沉降的方法，通过采用测量的推进沉降和下沉反复获取沉降，并通过位置获取包括前进沉降和下沉的分析区域，并通过分析预测沉降，轻松分析总沉降和平均沉降通过反映和获取对应于分析区域的地质信息和挖掘信息，与地质信息相似的地质信息区域。一种用于分析和预测总沉降的方法包括以下步骤：在隧道掘进时推进隧道面时，使用沉降测量装置连续地测量和收集推进沉降和下沉的数据，获取包括前进沉降和下沉的分析区域通过从采集的数据上的隧道面对应于隧道面的移动的多个位置的隧道面前进一个隧道面，并且在下沉之后，使用总沉降分析对应于分析区域的区段的沉降，对分析区域中包含的许多地点的断面的平均沉降量，通过反映与分析区域相对应的地质信息和挖掘信息获取分析区域，在新开挖时调查挖掘区域的地质信息，并使用a 具有反映地质信息的分析区类似于新开挖时调查的地质资料。

10. 发明授权

KR100766483B1 지반조사장비가 탑재된 표층건조 수륙양용차 有权
标题翻译：大地车在地面调查装置
公开(公告)号：KR100766483B1
公开(公告)日：2007-10-12
申请号：KR1020060036844
申请日：2006-04-24
申请人： 현대건설주식회사
发明人： 지성현
IPC分类号： B60F3/00 , B60V3/06
CPC分类号： B60F3/0061 , B60V3/06 , B60W2300/32 , B60Y2200/42 , E02D1/00
摘要： An amphicar with a dry surface and having underground researching devices is provided to perform undersea researches by drilling a through hole on a lower plate of the vehicle frame and setting up a research base around the through hole, thereby allowing researchers to install research tools in the base and carry out researches. An amphicar comprises an engine(20) mounted on a vehicle frame(12), a driving motor(42) connected to the engine, a screw propulsion roller(38) connected to the driving motor and driving and changing the direction of the vehicle. On a lower plate(122) of the vehicle frame, a through hole(124) is formed, and around the through hole a base(5) is set up. Underground researching devices(6) are installed in the base. Below the base, a vibration damping device is installed. The underground researching devices include any one of a piezo-cone device, a vane device, a sampling device, a pressure meter, or a pile kinetic testing device.
摘要翻译：通过在车架底板上钻一个通孔并设置一个围绕通孔的研究基地，提供了具有干燥表面并具有地下研究装置的氨基磷灰石以进行海底研究，从而允许研究人员在进行研究。安瓿包括安装在车架（12）上的发动机（20），连接到发动机的驱动电动机（42），连接到驱动电动机并驱动和改变车辆方向的螺旋推进辊（38）。在车架的下板（122）上形成有通孔（124），并且在通孔的周围设置有基部（5）。地下研究设备（6）安装在基地。在底座下方安装有减震装置。地下研究装置包括压电锥装置，叶片装置，采样装置，压力计或桩动力试验装置中的任何一种。

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