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    • 1. 发明授权
    • 터널 심발 발파 방법
    • 터널심발발파방법
    • KR100445098B1
    • 2004-08-21
    • KR1020010068274
    • 2001-11-02
    • 주식회사 지오제니컨설턴트박세현
    • 박세현
    • E21D9/00
    • PURPOSE: A blasting method of a center-cut in a tunnel is provided to previously prevent the delay of a construction by reducing the noise and the vibration. CONSTITUTION: A lower central cut hole of a horizontal central cut portion is located near an excavating lower face(20) of an upper bench of a tunnel. The lower central cut hole is located at the same height of a floor hole outside the horizontal central cut hole. Before blasting the horizontal central cut hole, sand(61) is piled in front of the horizontal central cut hole to reduce the dispersing of shattered materials and the blasting noise.
    • 目的:提供隧道中心切割的爆破方法,通过减少噪音和振动来预先防止施工的延误。 组成:水平中央切割部分的下部中央切割孔位于隧道上部工作台的挖掘下表面(20)附近。 下中心切孔位于水平中心切孔外侧的地板孔的相同高度处。 在对水平中心切割孔进行爆破之前,在水平中心切割孔的前方堆积沙子(61),以减少碎裂物料的分散和爆破噪音。
    • 2. 发明公开
    • VR과 증강현실을 이용한 광산 측량 및 현장 감시 방법
    • 基于虚拟现实和增强现实技术的矿山现场测量与监测方法
    • KR20180032138A
    • 2018-03-29
    • KR20160121002
    • 2016-09-21
    • 주식회사 지오제니컨설턴트
    • 김학수
    • G01C11/10G01C11/36G06T17/00G06T19/00H04N7/18
    • 본발명은 VR(가상현실)과증강현실(AR)을이용한광산측량및 현장감시방법으로서, 광산내필요위치에이동설치되는영상카메라(100)(GPS에의한좌표인식가능, 360도회전및 틸팅가능)를 VR 시스템(200)과연동하여작동시켜서영상카메라(100)를통하여벤치지형(22) 또는광석수송용운반차량(40)에대한취득한현실영상이미지를무선통신에의해 VR 시스템(200)에전송하는현실영상이미지전송단계(S100)와; 상기현실영상이미지를 VR 시스템(200)에서처리하여벤치지형(22) 상태또는광석수송용운반차량(40) 상태정보에대한가상현실데이터를생성하는가상현실데이터생성단계(S200)와; 그리고상기가상현실데이터를현장감독자가보유중인개인용증강현실디바이스(300)에무선통신에의해전송하여가상현실데이터를포함한증강현실화면형태로디스플레이하는증강현실화면구현단계(S300)를포함하여이루어지는 VR과증강현실을이용한광산측량및 현장감시방법에관한것이다.
    • 本发明VR(虚拟现实)和增强现实(AR)矿山测量和字段作为监视的方法,所述视频摄像机100移动到安装使用倾斜所需的矿井位置内(可以由前360城市坐标识别GPS和 可能的话),通过用于经由无线通信系统VR 200的替补地形22或矿石运输运输车辆(40)获取的实际影像操作所述预期运动图像照相机100 VR系统200 真实视频图像传输步骤传输到和的(S100); 实际视频图像的虚拟现实系统200个处理的替补地形22状态或矿石运输搬运车辆生成虚拟现实数据为状态信息40的虚拟现实数据生成步骤(S200)的; 和包含增强现实显示实现用于显示到增强现实的显示样式,包括虚拟现实数据,通过无线通信发送到个人增强现实装置300的步骤(S300)在其上的虚拟存在读者一个实时数据存储VR 以及采用增强现实的矿山测量与现场监测方法。
    • 4. 发明授权
    • 탄성파 탐사에서의 탄성파 발생신호를 원격 무선통신에의해 수신부로 전달하기 위한 방법 및 장치
    • 无线网络连接性能无线网络无线网络无线网络无线网络无线网络无线网络无线网络无线网络无线网络
    • KR100683808B1
    • 2007-02-15
    • KR1020060015089
    • 2006-02-16
    • 주식회사 지오제니컨설턴트
    • 김재민
    • G01V1/00
    • A method and a device for transmitting a seismic wave generating signal to a receiving unit by wireless telecommunication in a seismic survey are provided to exclude processes for installing a trigger exclusive line from a transmitting source to a receiving unit and a control device and extending the trigger exclusive line in moving the transmitting source. A method for transmitting a seismic wave generating signal to a receiving unit(300) by wireless telecommunication in a seismic survey is composed of steps of: detecting the seismic wave generating signal indicating the generation time of seismic waves in generating the seismic wave from a transmitting source; generating a wireless signal for informing that the seismic wave generating signal is detected, from a transmitting unit(200) and then transmitting the wireless signal; and generating a trigger pulse when the receiving unit receives the wireless signal for informing the detection of the seismic wave generating signal and providing the trigger pulse to a receiving unit control device(400).
    • 提供了一种通过地震勘测中的无线通信将地震波发生信号发送到接收单元的方法和设备,以排除从发射源到接收单元和控制设备安装触发专用线的过程,并且将触发器 移动发射源的专用线。 一种在地震勘测中通过无线通信将地震波产生信号传输到接收单元(300)的方法包括以下步骤:检测指示从传输中产生地震波的地震波产生时间的地震波产生信号 资源; 从发射单元(200)产生用于通知检测到地震波产生信号的无线信号,然后发射无线信号; 以及当接收单元接收到用于通知检测到地震波产生信号并将触发脉冲提供给接收单元控制装置(400)的无线信号时产生触发脉冲。
    • 7. 发明公开
    • 터널 심발 발파 방법
    • 爆破隧道中心切割方法
    • KR1020030037163A
    • 2003-05-12
    • KR1020010068274
    • 2001-11-02
    • 주식회사 지오제니컨설턴트박세현
    • 박세현
    • E21D9/00
    • PURPOSE: A blasting method of a center-cut in a tunnel is provided to previously prevent the delay of a construction by reducing the noise and the vibration. CONSTITUTION: A lower central cut hole of a horizontal central cut portion is located near an excavating lower face(20) of an upper bench of a tunnel. The lower central cut hole is located at the same height of a floor hole outside the horizontal central cut hole. Before blasting the horizontal central cut hole, sand(61) is piled in front of the horizontal central cut hole to reduce the dispersing of shattered materials and the blasting noise.
    • 目的:提供隧道中心切割的爆破方法,以防止施工的延迟,减少噪音和振动。 构成:水平中央切割部分的下部中心切割孔位于隧道上部台阶的挖掘下表面(20)附近。 下部中央切割孔位于水平中心切割孔外侧的地板孔的相同高度处。 在水平中心切割孔爆破之前,将砂(61)堆放在水平中心切割孔的前面,以减少粉碎物质的分散和爆破噪声。