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    • 1. 发明授权
    • 자재적치장 영상모니터링을 통한 자재위치 인식시스템 및 지게차
    • 物料位置识别系统和物料叉车
    • KR101834336B1
    • 2018-03-06
    • KR1020160123733
    • 2016-09-27
    • 삼성중공업 주식회사
    • 최윤규양진혁이근영최영수
    • G06Q10/06G01C11/02G01C11/04B66F9/075G01S1/68G06K7/08
    • G06Q10/0631B66F9/0755G01C11/02G01C11/04G01S1/68G06K7/08
    • 자재적치장영상모니터링을통한자재위치인식시스템및 지게차가개시된다. 본발명의일 실시예에따른자재위치인식시스템은자재적치장내에서지게차에의해이송되는자재의위치를인식하는시스템으로서, 상기자재적치장에대한영상을획득하고분석하여상기자재적치장내에이동하는상기지게차에대한지게차영상을검출하여추적하는영상모니터링부; 상기지게차영상으로부터상하차알림신호가추출되는경우상기지게차에서상기자재가상하차되는것으로판단하는상하차판단부; 상기지게차영상으로부터방향타겟을인식하여상기지게차의방향을판단하는타겟인식부; 상기지게차영상에상응하는상기지게차위치와상기지게차의방향에기초하여상하차되는자재의위치를계산하는자재위치계산부; 및상기자재에대한자재정보중 상하차에상응하여계산된자재위치에상응하여자재정보를업데이트하는자재정보업데이트부를포함할수 있다.
    • 公开了一种材料位置识别系统和叉车。 在根据本发明系统的实施例的示例性识别材料的位置是用于识别由在材料堆场铲车承载的材料的位置的系统,叉车的材料堆场内移动,以获得该材料堆料场和分析的图像 图像监视单元,用于检测和跟踪叉车的叉车图像; 上/下判定单元,用于当从叉车图像提取上/下预告信号时,判定材料在叉车中上下移动; 目标识别单元,用于从叉车图像识别方向目标并确定叉车的方向; 材料位置计算单元,用于基于与所述叉车图像对应的所述叉车位置和所述叉车的方向来计算待提升或降低的材料的位置; 以及材料信息更新单元,用于根据所计算的与材料的材料信息中的上下方向对应的材料位置来更新材料信息。
    • 2. 发明公开
    • 수치지도의 편집시스템
    • 调查系统
    • KR1020130039605A
    • 2013-04-22
    • KR1020110104278
    • 2011-10-12
    • (주) 한양지에스티
    • 성천경
    • G09B29/00G01C11/04G01C15/02G06T11/60G06F17/30G06Q50/10
    • G09B29/004G01C11/04G01C15/02G06F17/30241G06Q50/10G06T11/60G09B29/007
    • PURPOSE: A digital map editing system is provided to improve the accuracy of the digital map about all regions without conducting a field survey and prevent forgery by inserting a watermark in a region which is a polygon composing the digital map. CONSTITUTION: A digital map editing system including a GIS server includes a field survey region selecting unit(19), a measuring unit(12), a determining unit(15), an editing unit(16), an editing terminal, a database managing unit(31) and a digital map DB(32). The field survey region selecting unit compares path information and real field measuring information and guides to a region having an inconsistent path. The measuring unit measures in the guided region the coordinate of a place where the editing terminal is located and measures the coordinate of a moving path of the editing terminal in real time. The determining unit determines a digital map editing mode by comparing the moving path and the path information, selects a merge editing mode if there exists a path not passed by the editing terminal according to a determined result, selects a division editing mode if there exists a path not included in the path information of the digital map in the moving path, and selects a modification editing mode if the accuracy of the moving path of the editing terminal is below a threshold value. The editing unit edits the path information by merging, dividing or modifying a polygon on the digital map according to the determined result of the determining unit and modifies topographic attribute information on the digital map by receiving a topographic attribute altering signal. The editing terminal deletes boundary attribute information in case of being in the merge editing mode by the determined result of the determining unit, attaches the boundary attribute information to a polyline in case of being in the division editing mode, and includes a polygon attribute information processing unit maintaining the altered boundary attribute information in case of being in the modification editing mode. The database managing unit manages data by transmitting and receiving various information with the editing terminal through a communications network and performing one of search, addition, deletion and modification. The digital map DB stores various information. [Reference numerals] (11) Communication interface; (12) Measuring unit; (13) Display unit; (14) Input unit; (15) Editing mode determining unit; (16) Editing unit; (17) Polygon attribute information processing unit; (18) Watermark inserting unit; (19) Validity determining unit; (31) Database managing unit; (321) Digital map; (322) Coordinate information; (323) Path information; (323) Polygon attribute information; (325) Terrain attribute information; (326) Field survey information;
    • 目的:提供数字地图编辑系统,以提高所有区域的数字地图的准确性,而不进行现场调查,并通过在构成数字地图的多边形的区域中插入水印来防止伪造。 构成:包括GIS服务器的数字地图编辑系统包括现场勘测区域选择单元(19),测量单元(12),确定单元(15),编辑单元(16),编辑终端,数据库管理 单元(31)和数字地图DB(32)。 场测量区域选择单元将路径信息和实场测量信息和引导信息与具有不一致路径的区域进行比较。 测量单元在导向区域中测量编辑终端所在的地点的坐标,并实时测量编辑终端的移动路径的坐标。 确定单元通过比较移动路径和路径信息来确定数字地图编辑模式,如果存在根据确定结果没有被编辑终端通过的路径,则选择合并编辑模式,如果存在编辑模式,则选择分割编辑模式 如果编辑终端的移动路径的精度低于阈值,则选择修改编辑模式。 编辑单元通过根据确定单元的确定结果合并,划分或修改数字地图上的多边形来编辑路径信息,并通过接收地形属性改变信号来修改数字地图上的地形属性信息。 编辑终端通过确定单元的确定结果处于合并编辑模式的情况下删除边界属性信息,在分割编辑模式的情况下将边界属性信息附加到折线,并且包括多边形属性信息处理 在处于修改编辑模式的情况下保持改变的边界属性信息的单元。 数据库管理单元通过通过通信网络与编辑终端发送和接收各种信息来管理数据,并执行搜索,添加,删除和修改之一。 数字地图DB存储各种信息。 (附图标记)(11)通信接口; (12)测量单元; (13)显示单元; (14)输入单元; (15)编辑模式确定单元; (16)编辑单位; (17)多边形属性信息处理单元; (18)水印插入单元; (19)有效性确定单位; (31)数据库管理单位; (321)数字地图; (322)协调信息; (323)路径信息; (323)多边形属性信息; (325)地形属性信息; (326)实地调查资料;
    • 3. 发明授权
    • 지상영상정보 이미지에 적용된 지피에스의 3차원기준점 별 수치지도정보 갱신시스템.
    • 数字地图更新系统
    • KR101221515B1
    • 2013-01-15
    • KR1020110120058
    • 2011-11-17
    • 주식회사 공간정보
    • 김석구
    • G09B29/00G01C11/04G01C15/02G01S19/14G06T17/05
    • G09B29/004G01C11/04G01C15/02G01S19/14G06T17/05
    • PURPOSE: A digital map updating system on a three-dimensional reference point of GPS is provided to easily detect the error of a digital map by improving reference point device which is used for producing ground images and stabilizing the location of the device against weakened ground, thereby efficiently updating the digital map. CONSTITUTION: A reference point applying device(A) is installed at a specific location for photographing. A photographing device(10) takes aerial photographs of the location. A digital map making device(20) makes a precise digital map by completing image integration for map drawing based on the topographic images the photographing device collects. [Reference numerals] (1000) Second transmitter; (11) GPS device; (12) Camera; (13) Receiver; (14) Controller; (200) Solar cell battery; (21) Video image DB; (22) Painting image DB; (23) Image editing module; (24) GPS coordinate composition module; (25) Image painting module; (26) Input and output module; (27) Information link module; (330) Electronic type valve; (340) Water level detector; (410) Air generating device; (610) Screw operating device; (700) First transmitter; (800) Illumination sensor; (900) Control unit; (ds) Display device; (i) Input device; (M) Rotating device
    • 目的:提供GPS三维参考点上的数字地图更新系统,通过改进用于产生地面图像的参考点装置和稳定装置对弱化地面的位置,轻松检测数字地图的误差, 从而有效地更新数字地图。 构成:参考点应用装置(A)安装在特定位置进行拍摄。 拍摄装置(10)拍摄该位置的航空照片。 数字地图制作装置(20)通过基于拍摄装置收集的地形图像完成地图绘制的图像集成来制作精确的数字地图。 (附图标记)(1000)第二发送器; (11)GPS装置; (12)相机; (13)接收人; (14)控制器 (200)太阳能电池; (21)视频图像DB; (22)绘画图像DB; (23)图像编辑模块; (24)GPS坐标组合模块; (25)图像绘画模块; (26)输入输出模块; (27)信息链接模块; (330)电子式阀门; (340)水位探测器; (410)空气发生装置; (610)螺丝操作装置; (700)第一发射机; (800)照明传感器; (900)控制单元; (ds)显示设备; (i)输入设备; (M)旋转装置
    • 4. 发明公开
    • 3차원 좌표 추출 시스템 및 그 방법
    • 提取三维坐标系的系统及其方法
    • KR1020120058828A
    • 2012-06-08
    • KR1020100120312
    • 2010-11-30
    • 삼성전자주식회사
    • 윤석준노경식형승용안성환
    • G06T7/00G01C11/04G01B11/00
    • G06T7/593G06T2207/10012G06T2207/10028G01B11/00G01C11/04
    • PURPOSE: A 3D coordinate extraction system and a method thereof are provided to extract 3D coordinates with a high reliability by using image information obtained through a stereo photographing unit and TOF(Time of Flight) sensor unit. CONSTITUTION: A 3D coordinate extraction system comprises a stereo photographing unit(100), a TOF sensor unit(200), and a controller(400). The stereo photographing unit obtains 3D coordinates of an object based on pixel coordinates respectively comprised in two images after obtaining the two images by photographing each object with two lenses. The TOF sensor unit measures a distance value to the object and obtains the 3D coordinates of the object based on the measured distance value. The controller decides whether the distance value to the measured object by the TOF sensor unit corresponding to the pixel coordinates obtained by the stereo photographing unit is existed or not and computes a disparity value based on the pixel coordinates or distance value according to the decision and obtains the 3D coordinates of the object based on the computed disparity value.
    • 目的:提供3D坐标提取系统及其方法,通过使用通过立体拍摄单元和TOF(飞行时间)传感器单元获得的图像信息,以高可靠性来提取3D坐标。 构成:3D坐标提取系统包括立体拍摄单元(100),TOF传感器单元(200)和控制器(400)。 立体拍摄单元通过用两个透镜拍摄每个物体获得两个图像之后,基于分别包含在两个图像中的像素坐标来获得对象的3D坐标。 TOF传感器单元测量与物体的距离值,并根据测得的距离值获得物体的3D坐标。 控制器判定是否存在与通过立体拍摄单元获得的像素坐标相对应的TOF传感器单元对于测量对象的距离值,并且根据该决定基于像素坐标或距离值来计算视差值,并获得 基于计算的视差值的对象的3D坐标。
    • 5. 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)。
    • 6. 发明授权
    • System for extracting building outline using terrestrial lidar
    • 使用TERRESTRIAL LIDAR提取建筑物大纲的系统
    • KR100995400B1
    • 2010-11-19
    • KR20100061784
    • 2010-06-29
    • HANJIN INFORMATION SYSTEEMS & TELECOMM CO LTD
    • OH JONG MINJEONG CHULL DOOKIM SEUNG YONG
    • G06T17/05G01C11/00G06T7/00
    • G06T17/05G01C11/04G06T5/002G06T2207/10032
    • PURPOSE: A system and a method for extracting the building outline using a ground LIDAR(Light Detection And Ranging) is provided to generate scanned point data as a vector, thereby extracting the outline rapidly. CONSTITUTION: A field measuring unit(100) generates point data of the target building. A reference point acquisition unit(200) obtains the reference point coordinates of the target building. A reference point compensation unit(300) corrects the location information of the reference coordinate. A scanning unit(400) generates scanning data of the target building. A data processing unit(500) extracts a cadastral border line form the scanning data which gives the location coordinate. The outline extractor(600) extracts the outline target building.
    • 目的:提供使用地面LIDAR(光检测和测距)提取建筑物轮廓的系统和方法,以生成扫描点数据作为向量,从而快速提取轮廓。 构成:场测量单元(100)生成目标建筑物的点数据。 参考点获取单元(200)获得目标建筑物的参考点坐标。 参考点补偿单元(300)校正参考坐标的位置信息。 扫描单元(400)生成目标建筑物的扫描数据。 数据处理单元(500)从给出位置坐标的扫描数据提取地籍边界线。 轮廓提取器(600)提取轮廓目标建筑物。
    • 7. 发明授权
    • System for manufacturing aerial triangulation index and method therefor
    • 制造航空三角指标系统及其方法
    • KR100948100B1
    • 2010-03-16
    • KR20090064276
    • 2009-07-15
    • HANJIN INFORMATION SYSTEEMS &
    • JU IN HOEKIM DONG KYUKIM MIN CHUL
    • G01C11/34
    • G01C11/34G01C11/04G06F19/00G06T7/00
    • PURPOSE: A system and a method for creating aerial triangulation index are provided to remove problems resulting from manual operation by extracting coordinate information of principle and reference points for index composition using a project file obtained through aerial triangulation. CONSTITUTION: An aerial triangulation index creating system(S) comprises a coordinate information extraction part(100), a picture course and principle point generating unit, a reference point generating unit(300), and a model index generating unit(500). The coordinate information extraction part extracts coordinate information based on a project file for aerial triangulation. The picture course and principle point generating unit determines picture courses for all principle point objects of a principle point object list. The reference point generating unit determines reference point types for all the reference point objects of the reference point object list and creates symbols and characters according to type. The model index generating unit creates an intermediate object from the first course object to the final course object and creates model index based on the intermediate object.
    • 目的:提供一种用于创建空中三角测量指标的系统和方法,通过使用通过空中三角测量获得的项目文件提取索引组合的原理和参考点的坐标信息来消除手动操作产生的问题。 构成:空中三角测量指标创建系统(S)包括坐标信息提取部分(100),图像进程和原点生成单元,参考点生成单元(300)和模型索引生成单元(500)。 坐标信息提取部分基于用于空中三角测量的项目文件提取坐标信息。 图像路线和原点生成单元为主要点对象列表的所有主要点对象确定图片课程。 参考点生成单元确定参考点对象列表的所有参考点对象的参考点类型,并根据类型创建符号和字符。 模型索引生成单元从第一课程对象到最终课程对象创建中间对象,并基于中间对象创建模型索引。
    • 8. 发明授权
    • 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템
    • 使用平面摄影和GPS测量信息合并的虚拟信息系统的电子地图
    • KR100923528B1
    • 2009-11-02
    • KR1020090072854
    • 2009-08-07
    • 주식회사 한성유아이
    • 김현호
    • G01C11/02G01C11/04
    • G01C11/02G01C11/04G01S19/07G01S19/14G06T17/05G06T2207/10032G09B29/00
    • PURPOSE: A system for confirming numerical information of electronic map using plane aerial photographing and GPS measurement information merging is provided to protect a lens unit exposed to the outside from external force. CONSTITUTION: A system for confirming numerical information of electronic map using plane aerial photographing and GPS measurement information merging comprises a base station(200), a total station(300), and a numeric information conversion processing unit. The base station comprises a GPS receiver(210), a controller(220), and a DGPS transmitter(230). The total station includes a main body(310), a measure system part, a DGPS receiver(330), a GPS receiver(340), a touch panel, a controller(360), and a data transmitter(370). The measure system part precisely measures the angle and the distance of a measured point. The DGPS receiver receives GPS correcting value from the DGPS transmitter of the base station. The GPS receiver receives the present position value from a satellite(100). The numeric information conversion processing unit has an image database(410), a data receiver(420), a data processing part(430), and a drawn image output part(440). The image database stores aerial photographing images. The data processing part receives the aerial photographing images and the angle and distance and position coordinates of the measured point produces drawn image.
    • 目的:提供一种用于使用平面空中拍摄和GPS测量信息合并来确认电子地图的数字信息的系统,以保护暴露于外部的透镜单元免受外力。 构成:用于使用平面空中拍摄和GPS测量信息合并来确认电子地图的数字信息的系统包括基站(200),全站仪(300)和数字信息转换处理单元。 基站包括GPS接收器(210),控制器(220)和DGPS发射器(230)。 总站包括主体(310),测量系统部分,DGPS接收器(330),GPS接收器(340),触摸面板,控制器(360)和数据发送器(370)。 测量系统部分精确测量测量点的角度和距离。 DGPS接收机从基站的DGPS发射机接收GPS校正值。 GPS接收机从卫星(100)接收当前位置值。 数字信息转换处理单元具有图像数据库(410),数据接收器(420),数据处理部(430)和绘制图像输出部(440)。 图像数据库存储航空摄影图像。 数据处理部分接收航空拍摄图像,并且测量点的角度和距离和位置坐标产生绘制图像。
    • 9. 发明授权
    • 항공사진을 이용한 저수지의 담수용량 측정 방법
    • KR101881822B1
    • 2018-08-24
    • KR1020170116276
    • 2017-09-12
    • 영진시스템 (주)
    • 최윤근
    • G01F25/00G01C11/04G01C11/36
    • Y02A90/32G01F25/0084G01C11/04G01C2011/36
    • 본발명은항공사진을이용한저수지의담수용량측정방법에관한것으로서, 항공사진획득단계, 수위측정단계, 수면영역추출단계, 면적계산단계, 데이터정리단계, 부분담수용량계산단계와전체담수용량계산단계를포함한다. 항공사진획득단계는시간경과에따라수위가변하는저수지를수시로항공촬영하여다수의항공사진을획득하는단계이다. 수위측정단계는항공촬영시점에서의저수지수위를각각측정하는단계이다. 수면영역추출단계는다수의항공사진에나타난저수지의수면과지표면이만나는수면외곽선내의수면영역을추출하는단계이다. 면적계산단계는수면영역이갖는면적을각각계산하는단계이다. 데이터정리단계는수위측정단계에서측정된각각의저수지수위를순서대로배열하고, 이에해당되는면적을일대일로매칭시키는단계이다. 부분담수용량계산단계는순서대로배열된저수지수위중, 이웃하는한 쌍의저수지수위간의수위차이값을계산하고, 한쌍의저수지수위와매칭된두 면적의평균값을계산한다음, 수위차이값과평균값을서로곱하여부분담수용량을계산하는단계이다. 전체담수용량계산단계는각각의저수지수위에따른부분담수용량을모두합하여저수지의전체담수용량을계산하는단계이다.