会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 2. 发明授权
    • 항공삼각측량을 위한 지상기준점 설정방법
    • 空中三角测量地面控制点设置方法
    • KR101258560B1
    • 2013-04-26
    • KR1020100115590
    • 2010-11-19
    • 새한항업(주)
    • 권찬오임새봄
    • G01C11/34G01C11/30
    • 본 발명은 항공삼각측량(AT)을 위한 지상기준점 설정시스템과 이를 기반으로 한 설정방법에 관한 것으로, 지상기준점을 설정할 지역의 해당 DSM이미지가 DSM이미지DB(112)에서 검색되고, 출력수단(130)에 출력된 상기 DSM이미지 내에서 선택된 임의 지상기준점이 상기 DSM이미지에 표시되는 DSM이미지확인단계; 상기 DSM이미지의 대상 지역과 동일한 반사강도이미지가 반사강도이미지DB(113)에서 검색되고, 상기 임의 지상기준점이 표시된 상기 DSM이미지와 겹치도록 출력수단(130)에 의해 출력되는 반사강도이미지확인단계; 및 상기 임의 지상기준점의 표시 위치와 반사강도이미지의 해당 위치 간의 일치 여부가 확인되고, 일치 확인시 상기 임의 지상기준점이 상기 DSM이미지 또는 반사강도이미지의 최종 지상기준점으로 설정되는 기준점 설정단계;를 포함하는 것이다.
    • 3. 发明授权
    • 실시간 정보제공을 위한 지하시설물의 정보제공 시스템
    • 提供地下物体实时信息的系统
    • KR101350778B1
    • 2014-01-13
    • KR1020130126809
    • 2013-10-23
    • 새한항업(주)
    • 권찬오박하진박종찬
    • G06T17/05H04W4/00
    • G06F15/16G01S19/14G06T17/05
    • The present invention relates to an information providing system of underground facility for providing information in real time and, more specifically, to an information providing system of underground facility for providing information in real time, which is capable of visually confirming underground facility information, which has been estimated by drawings and the experience of workers in the field, through graphics in real time. The information providing system can provide non-visual underground facility, which could not been seen in the real visibility, based on augmented reality capable of visually confirming the non-visual underground facility through a display to replace paper maps or two-dimensional management systems, can reduce an error range for a location using a VRS server to improve the accuracy of the location of underground facility, thereby preventing repeated reclamation and excavation caused by wrongly locating the underground facility, and can enhance the accuracy of the location thereof to prevent a case that a major accident occurs due to the explosion of gas leaked through gas pipes damaged by wrongly locating underground facility such as gas pipes and excavating the ground.
    • 本发明涉及一种用于实时提供信息的地下设施的信息提供系统,更具体地,涉及一种能够实时地提供信息的地下设施的信息提供系统,其能够可视地确认地下设施信息, 通过绘图和现场工作人员的经验,通过图形实时估计。 信息提供系统可以提供基于能够通过显示器来视觉上确认非视觉地下设施的替代纸张地图或二维管理系统的增强现实的真实可见性看不到的非视觉地下设施, 可以减少使用VRS服务器的位置的误差范围,以提高地下设施位置的准确性,从而防止由于错误地定位地下设施而导致的反复回收和挖掘,并且可以提高其位置的准确性,以防止这种情况 发生重大事故是由于气体泄漏的气体泄漏,这些气体管道由于错误地定位在地下设施如燃气管道和挖掘地面而被损坏。
    • 4. 发明授权
    • 지형의 측지측량 및 변위의 지아이에스별 확인을 통해 수치정보를 갱신하는 측지측량시스템
    • 地质测量系统通过测量地理信息系统中的地形来更新信息
    • KR101126356B1
    • 2012-03-16
    • KR1020110120505
    • 2011-11-17
    • 새한항업(주)
    • 권찬오장기창
    • G01C7/04G01C11/36G01C9/10G09B29/00
    • G01C7/04G01C9/10G01S19/13G06T17/05G09B29/00
    • PURPOSE: A geodetic survey system for updating numerical information through the confirmation of the displacement of geographical features in a GIS is provided to precisely measure the curved state of the surface of the ground through a grade sensor. CONSTITUTION: A geodetic survey system for updating numerical information through the confirmation of the displacement of geographical features in a GIS comprises a field observing device(100) and a reference coordinate transmitter(30). The field observing device comprises a GPS receiver(110), a camera(120), a grade sensor(130), a traveling distance checking device(180), a signal transmitter(190), a control device(170), an I/O device(150), and a storage device(140). The GPS receiver checks the GPS coordinate of a vehicle. The camera photographs the surroundings of the vehicle. The slope sensor has a supporter, a rotor, a brake, a ball bearing, a stopper, a shock sensor, and a switch. The traveling distance checking device checks the moving distance of the vehicle. The signal transmitter transmits a drive signal to the reference coordinate transmitter. The reference coordinate transmitter is installed on the surface of the ground and transmits a reference signal corresponding to the drive signal transmitted from the signal transmitter.
    • 目的:通过确定GIS中地理位置的位移来更新数值信息的大地测量系统被提供,以通过坡度传感器精确测量地面表面的弯曲状态。 规定:通过确认GIS中地理位置的位移来更新数字信息的大地测量系统包括现场观测装置(100)和参考坐标发射器(30)。 现场观测装置包括GPS接收机(110),相机(120),等级传感器(130),行驶距离检查装置(180),信号发射机(190),控制装置(170),I / O设备(150)和存储设备(140)。 GPS接收机检查车辆的GPS坐标。 相机拍摄车辆的周围环境。 倾斜传感器具有支撑件,转子,制动器,滚珠轴承,止动件,冲击传感器和开关。 行驶距离检查装置检查车辆的移动距离。 信号发射器将驱动信号发送到参考坐标发射器。 参考坐标发射器安装在地面上,并发送与从信号发射器发射的驱动信号相对应的参考信号。
    • 6. 发明授权
    • 현장 관측기의 측지데이터 보정용 통합관리형 측지시스템
    • 调查数据的管理系统,从观察飞机校正数据
    • KR101126357B1
    • 2012-03-16
    • KR1020110120500
    • 2011-11-17
    • 새한항업(주)
    • 권찬오김덕진
    • G01C7/04G01C11/36G01C9/10G09B29/00
    • G01C7/04G01C9/10G01C15/002G06T1/00G06T17/05G09B29/00
    • PURPOSE: A geodetic survey system for correcting the geodetic data of a site observation device is provided to precisely measure the curved state of the ground through a slope sensor installed in a vehicle for measurement. CONSTITUTION: A geodetic survey system for correcting the geodetic data of a site observation device comprises a site observing device(100), a reference coordinate transmitter(30), and an integrated management device(200). The site observation device has a GPS receiver(110), a camera(120), a slope sensor(130), a traveling distance checking device(180), a signal transmitter(190), a control device(170), an I/O device(150), a storage device(140), and a communication device(T). The GPS receiver confirms the GPS coordinate of a vehicle. The traveling distance checking device checks the moving distance of the vehicle. The signal transmitter transmits a drive signal. The reference coordinate transmitter transmits a reference signal corresponding to the drive signal from the signal transmitter.
    • 目的:提供一种用于校正现场观察装置的大地测量数据的大地测量系统,以通过安装在车辆中的倾斜传感器精确测量地面的弯曲状态进行测量。 构成:用于校正现场观测装置的大地测量数据的大地测量系统包括现场观测装置(100),参考坐标发射器(30)和综合管理装置(200)。 现场观察装置具有GPS接收机(110),照相机(120),斜率传感器(130),行驶距离检查装置(180),信号发送机(190),控制装置(170),I / O设备(150),存储设备(140)和通信设备(T)。 GPS接收机确认车辆的GPS坐标。 行驶距离检查装置检查车辆的移动距离。 信号发射器发送驱动信号。 参考坐标发射器发送对应于来自信号发射器的驱动信号的参考信号。
    • 7. 发明授权
    • 지하매설용 상하수도관의 침하계측장치
    • 地下地下水供应管道测量装置
    • KR101356757B1
    • 2014-02-04
    • KR1020130135091
    • 2013-11-08
    • 새한항업(주)
    • 권찬오박하진박종찬
    • G01B5/30G01B7/16
    • A settlement measurement instrument for an underground water and wastewater pipe prevents damage to a water and wastewater pipe due to the settlement by easily performing repair construction according to a degree of settlement of water and wastewater pipe or a degree of movement by confirming the movement of the water and wastewater pipe in various angles and directions by integrally confirming the settlement of the water and wastewater pipe which is buried underground in the vertical and horizontal directions and change in a slope. Therefore, the present invention prevents damage to a water and wastewater pipe by eventually confirming the settlement or movement of the water and wastewater pipe and the cutoff of water supply according to a settlement of the water and wastewater pipe by preparing a maintenance and repair plan before the settlement of the water and wastewater is completely proceeded.
    • 用于地下水和废水管道的沉降测量仪器通过根据水和废水管道的沉降程度轻松执行修复施工,或通过确认运动的程度,可以防止由于沉降而导致的水和废水管道的损坏 水和废水管道在各种角度和方向上,通过一体性地确认在地下垂直和水平方向上埋设的水和废水管道的沉降,并在斜坡上变化。 因此,本发明通过根据水和废水管道的沉降来最终确认水和废水管道的沉降或移动以及供水截止来防止对水和废水管道的损坏,然后通过准备维护和修理计划 水和废水的沉降完全进行。
    • 8. 发明授权
    • 도화이미지와 지피에스정보가 합성된 수치지도에 적용하는 수치정보 기준점 업데이트 시스템
    • 地质调查数据集成管理系统采用周期性场景监测国家电平控制点位置变化
    • KR101349254B1
    • 2014-01-13
    • KR1020130106465
    • 2013-09-05
    • 새한항업(주)
    • 김경휘권찬오원상연
    • G09B29/00G01S19/01G01S5/02G01C11/02G01C15/02G06T17/05
    • G09B29/004G01C11/02G01C15/02G01S5/02G01S19/01G06T17/05
    • The present invention relates to a digital information control point update system applied to a numerical map in which drawings and GPS information are synthesized capable of effectively managing the state of the location of all national control points by automatically transmitting the information on the control points of which the location are shifted to a national control point management server at a long distance by monitoring the national control points in real time through an automatic determining function of changes in location and through periodical automatic observation. Even slight changes in location which are difficult to be seen with naked eyes caused by a land subsidence can be monitored. The present invention comprises: a solar battery panel installed on a national control point or its surroundings; a first rechargeable battery; a cover plate; an image for determining changes in location formed on one side of the cover plate; heat rays; a light sensor; an electromagnet; and a first controller. Also, it comprises: a camera for taking an image formed on the cover plate of a national control point; a camera operating unit; a driving generator for providing the power for the camera operating unit; and a national control point management server determining changes in the location of a national control point at a long distance by receiving image information sent from the camera.
    • 数字信息控制点更新系统技术领域本发明涉及一种应用于数字地图的数字信息控制点更新系统,其中通过自动发送关于其控制点的信息来合成能够有效地管理所有国家控制点的位置的状态的图纸和GPS信息 通过位置变化的自动确定功能和周期性的自动观察,实时监控国家控制点,将位置移动到国家管制服务器。 可以监测由地面沉降引起的裸眼难以看到的位置的轻微变化。 本发明包括:安装在国家控制点或其周围的太阳能电池板; 第一个可充电电池; 盖板; 用于确定形成在盖板的一侧上的位置变化的图像; 热射线 光传感器; 电磁铁 和第一控制器。 此外,它还包括:摄像机,用于拍摄形成在国家控制点的盖板上的图像; 相机操作单元; 用于为相机操作单元提供电力的驱动发生器; 以及国家控制点管理服务器,通过接收从相机发送的图像信息来确定国家控制点在远距离处的位置的变化。
    • 10. 发明公开
    • 항공삼각측량을 위한 지상기준점 설정방법
    • 通过航空三角形设置地面控制点的方法
    • KR1020120054289A
    • 2012-05-30
    • KR1020100115590
    • 2010-11-19
    • 새한항업(주)
    • 권찬오임새봄
    • G01C11/34G01C11/30
    • G01C11/34G01C11/04G01C2011/36G06K9/0063G06T7/00G06T2207/10032
    • PURPOSE: A method of setting a ground control point for an aero-triangulation is provided to accurately designate a desired point for aviation photographing images as a ground control point without visiting a field to be measured and measuring coordinates by a setter. CONSTITUTION: A method of setting a ground control point for an aero-triangulation is as follows. Corresponding DSM images of an area where a ground control point is set are searched in DSM(Digital Storage Media Command And Control) image DB. An arbitrary ground control point selected from the DSM images output in an output member is indicated on a DSM image(S42). The reflection intensity image which is the same with a target area of the DSM image is searched in a reflection intensity image DB. The reflection intensity image is output by an output member to be overlapped the DSM image in which arbitrary ground control point is indicated(S43). Whether a position where the arbitrary ground control point is indicated and a corresponding position of the reflection intensity image are coincided or not is confirmed. When the coincidence is confirmed, the arbitrary ground control point is set as the DSM image or a final ground control point of the reflection intensity image(S44).
    • 目的:提供一种设置航空三角测量的地面控制点的方法,以准确地指定航空摄影图像的所需点作为地面控制点,而无需访问要测量的场并由设定者测量坐标。 构成:设置航空三角测量的地面控制点的方法如下。 在DSM(数字存储介质命令和控制)图像DB中搜索设置了地面控制点的区域的相应DSM图像。 在DSM图像上指示从输出构件中输出的DSM图像中选择的任意地面控制点(S42)。 在反射强度图像DB中搜索与DSM图像的目标区域相同的反射强度图像。 反射强度图像由输出构件输出以与指示任意地面控制点的DSM图像重叠(S43)。 确认指示了任意地面控制点的位置和反射强度图像的对应位置是否一致。 当确认一致时,将任意地面控制点设定为DSM图像或反射强度图像的最终地面控制点(S44)。