KR100923528B1 - Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging - Google Patents

Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging Download PDF

Info

Publication number
KR100923528B1
KR100923528B1 KR1020090072854A KR20090072854A KR100923528B1 KR 100923528 B1 KR100923528 B1 KR 100923528B1 KR 1020090072854 A KR1020090072854 A KR 1020090072854A KR 20090072854 A KR20090072854 A KR 20090072854A KR 100923528 B1 KR100923528 B1 KR 100923528B1
Authority
KR
South Korea
Prior art keywords
gps
measuring device
dgps
receiver
unit
Prior art date
Application number
KR1020090072854A
Other languages
Korean (ko)
Inventor
김현호
Original Assignee
(주)한성유아이엔지니어링
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)한성유아이엔지니어링 filed Critical (주)한성유아이엔지니어링
Priority to KR1020090072854A priority Critical patent/KR100923528B1/en
Application granted granted Critical
Publication of KR100923528B1 publication Critical patent/KR100923528B1/en

Links

Images

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
    • G01C11/02—Picture taking arrangements specially adapted for photogrammetry or photographic surveying, e.g. controlling overlapping of pictures
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
    • G01C11/04—Interpretation of pictures
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • G01C15/02—Means for marking measuring points
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/03—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers
    • G01S19/07—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing data for correcting measured positioning data, e.g. DGPS [differential GPS] or ionosphere corrections
    • G01S19/071—DGPS corrections
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/13—Receivers
    • G01S19/14—Receivers specially adapted for specific applications
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/05—Geographic models
    • G—PHYSICS
    • G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
    • G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
    • G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
    • G09B29/003—Maps
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T2207/00—Indexing scheme for image analysis or image enhancement
    • G06T2207/10—Image acquisition modality
    • G06T2207/10032—Satellite or aerial image; Remote sensing

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Remote Sensing (AREA)
  • Radar, Positioning & Navigation (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Software Systems (AREA)
  • Geometry (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Multimedia (AREA)
  • Computer Graphics (AREA)
  • Mathematical Physics (AREA)
  • Business, Economics & Management (AREA)
  • Educational Administration (AREA)
  • Educational Technology (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

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.

Description

항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템{Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging}Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging}

본 발명은 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템에 관한 것이다.The present invention relates to a numerical information confirmation system of an electronic map using aerial photography and GPS measurement information synthesis.

일반적으로 GIS에 사용되는 수치지도를 제작 또는 보정하기 위해서는 일정지역을 항공촬영하고, 촬영된 항공사진을 데이터화하여 항공촬영정보를 제작한 후, 이를 활용해 수치지도를 제작하게 된다.In general, in order to produce or correct a digital map used in a GIS, aerial photography is taken of a certain area, aerial photographing information is produced by using the photographed aerial photographs, and then digital maps are produced using the digital map.

한편, 이와 같이 수치지도를 제작한 후에는 일정주기로 항공촬영을 다시하여, 새롭게 제작된 항공촬영정보를 이용하여 수치지도를 보정하고 있으나, 이와 같이 수치지도를 보정할 때에 수치지도와 항공촬영정보에 기록된 지형이나 지물 또는 인공구조물 등의 좌표에 오차가 발생될 경우, 기존의 수치지도에 오차가 있는지 또는 새로 제작된 항공촬영정보에 오차가 있는 지를 판단하기가 어려운 문제가 있다.On the other hand, after the digital map is produced, aerial photographing is performed again at regular intervals, and the digital map is corrected using newly produced aerial photographing information. If an error occurs in the coordinates of recorded terrain, features, or artificial structures, it is difficult to determine whether there is an error in the existing digital map or the newly produced aerial photographing information.

따라서, 오차가 발생된 지점을 실측하여 오차를 보정하여야 하는데, 측정점 을 정밀 측위하기 위해서는 통상 토탈스테이션(Total Station)이라는 장비를 이용하게 된다.Therefore, the error should be corrected by measuring the point where the error occurred, and in order to accurately measure the measurement point, a general station called a total station is used.

상기 토탈스테이션(Total Station)을 간략하게 설명하면, 전자식 세오돌라이트(Electronic Theodolite)와 광파측거기(EDM:Electro-Optical Instruments)가 하나의 기기로 통합되어 있는 것으로, 토탈스테이션(Total Station)의 구조 크게 4가지로 구분되는데, 망원경의 상하 이동으로 생기는 연직각을 측정하는 연직각 검출부와 본체의 좌우 회전으로 생기는 수평각을 측정하는 수평각 검출부, 본체의 중심부에서 프리즘까지의 거리를 측정하는 거리측정부, 본체의 수평을 측정하고 보정하는 틸링 센서로 되어 있으며, 측정한 자료를 단시간 내에 처리하고, 결과를 출력하는 전자식 측거·측각기이다.Briefly describing the total station, the electronic theodolite and the electro-optical instruments (EDM) are integrated into one device, and the structure of the total station It is divided into four types: vertical angle detector for measuring vertical angle caused by vertical movement of telescope, horizontal angle detector for measuring horizontal angle caused by left and right rotation of the main body, distance measuring unit for measuring the distance from the center of the main body to the prism, and It is a Tilling sensor that measures and corrects horizontality. It is an electronic ranging and measuring device that processes measured data in a short time and outputs the result.

하지만, 상기 토탈스테이션(Total Station)의 경우 렌즈부를 별도의 마개를 이용하여 착탈가능하게 설치되는데, 측량기에 특성상 토탈스테이션(Total Station)에 별도의 마개를 구비할 수 없어 보관함에 넣어 두거나 작업자가 휴대하고 다니거나 측량기 주변에 놓아두는 경우 자칫 다른 지역으로 이동시 분실되는 경우가 빈번히 발생되는 문제가 있었다.However, in the case of the total station, the lens unit is detachably installed by using a separate stopper. Due to the nature of the instrument, a total stopper cannot be provided in the total station. When carrying around or leaving the instrument, there was a problem that frequently lost when moving to other areas.

또한, 측량에 필요한 조작부가 본체부의 하부에 배치되어 있어 작업가 렌즈부를 통해 측정점을 조준하면서 조작부를 조작할 수 없어, 측정점 조준 후 조작부를 통해 측량하고, 재차 다른 지점에 측량시 상기 과정을 반복적으로 해야하는 불편함이 있으며, 반복적인 작업을 통해 작업자에 피로도를 증가시켜 작업능률이 저하되는 문제가 있어 이와 같은 문제를 해소할 수 있는 것에 대한 연구가 활발히 진 행 중이다.In addition, since the operation part necessary for surveying is disposed at the lower part of the main body, the operation cannot operate the operation part while aiming the measuring point through the lens part. Inconvenient, there is a problem that the work efficiency is lowered by increasing the fatigue to the worker through repetitive work is being actively researched to solve such problems.

본 발명은 상기와 같은 문제를 해소하기 위하여 안출된 것으로서, 외부로 노출된 렌즈부를 외력으로부터 안전하게 보호하여 손상을 방지하고, 회전가능하게 설치된 터치패널을 통해 작업자가 측정점에 대한 데이터를 용이하게 확인하며 작업할 수 있어 작업능률을 향상시켜 줄 수 있도록 된 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템을 제공하려는데 그 목적이 있다.The present invention has been made to solve the above problems, to protect the lens unit exposed to the outside from external force to prevent damage, the operator easily checks the data on the measuring point through the rotatable touch panel The purpose of this study is to provide a digital map digital information verification system using aerial photography and GPS measurement information synthesis that can improve work efficiency.

상기 목적을 달성하기 위한 본 발명은,The present invention for achieving the above object,

PS안테나를 갖추고서, 위성으로부터 현재 위치값을 수신받는 GPS수신기와, GPS receiver, equipped with a PS antenna to receive the current position value from the satellite,

GPS수신기부터 전달받은 현재 위치값과 저장된 절대값을 상호연산하여 GPS보정 값을 출력하는 제어부와, A control unit which outputs the GPS correction value by mutually computing the current position value and the stored absolute value received from the GPS receiver;

DGPS안테나를 갖추고서, 제어부로부터 GPS보정 값을 전달받아 외부로 GPS보정 값을 무선송출하는 DGPS송신기를 갖춘 기준국과;A reference station equipped with a DGPS antenna and receiving a GPS correction value from a control unit and wirelessly transmitting a GPS correction value to the outside;

상면에 형성되는 손잡이부 및 저면에 중심축이 마련된 측정장치설치틀과, 절첩 및 전개가능한 3개의 지지용 다리를 갖추고서, 상부에 형성된 체결부재를 매개로 측정장치설치틀의 중심축에 상호 체결되어 측정장치설치틀을 받쳐 지지하는 삼각대와, 측정장치설치틀과 삼각대 사이에 배치되어 중심축을 기준으로 회전가능하게 설치되는 Y축회전부재와, 외향으로 돌출되는 장착봉를 갖추고서, Y축회전부재의 둘레면에 회전가능하게 설치되는 X축회전부재와, X축회전부재에 힌지를 매개로 절첩·전개가능하게 설치되어 측정장치부의 렌즈부를 보호하는 커버부재로 이루어진 회전틀뭉치를 갖춘 토탈스테이션본체와,It is equipped with a measuring device mounting frame provided with a handle on the upper surface and a central axis on the bottom, and three supporting legs that can be folded and developed, and fastened to the central axis of the measuring device mounting frame via a fastening member formed on the upper side. Y-axis rotating member, which is disposed between the measuring device mounting frame and the tripod, is installed to be rotatable about the central axis, and a mounting rod protrudes outward. Total station main body having a rotating frame consisting of a cover member which is rotatably installed on the peripheral surface of the X-axis rotating member, and the cover member to be folded and developed via a hinge on the X-axis rotating member to protect the lens part of the measuring device. Wow,

일측에 렌즈부를 갖추고서, 상방으로 개구된 측정장치설치틀의 중앙에 회전가능하게 장착되어 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측정장치부와,A measuring device unit having a lens unit on one side and rotatably mounted at the center of the measuring device mounting frame opened upwards to precisely measure the angle and distance of the measuring point;

GPS안테나를 갖추고서, 측정장치설치틀의 손잡이부 상에 설치되어 위성으로부터 현재 위치값을 수신받는 GPS수신기와, A GPS receiver equipped with a GPS antenna and installed on a handle of a measuring device installation frame to receive a current position value from a satellite;

DGPS안테나를 갖추고서, 측정장치부의 상면에 설치되어 기준국의 DGPS송신기로부터 GPS보정 값을 수신받는 DGPS수신기와,A DGPS receiver equipped with a DGPS antenna and installed on the upper surface of the measuring device to receive GPS correction values from the DGPS transmitter of the reference station;

토탈스테이션본체의 회전틀뭉치 커버부재에 설치되어 측정장치부의 동작을 제어하고, 작동상태를 화면상에 출력하는 터치패널과,A touch panel installed on the rotary frame cover member of the total station body to control the operation of the measuring device and output an operation state on the screen;

DGPS수신기로부터 받은 GPS보정 값을 이용하여 GPS안테나의 정밀위치를 연산하고, 측정장치부로부터 측정된 측정점의 각도와 거리를 입력받아 연산처리하는 제어부와,A control unit which calculates the precise position of the GPS antenna using the GPS correction value received from the DGPS receiver, receives the angle and the distance of the measured point measured from the measuring unit, and processes the calculation;

토탈스테이션본체에 설치되어 제어부로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유·무선으로 송출하는 데이터송신기를 갖춘 토탈스테이션와;A total station installed at the total station main body and having a data transmitter for receiving the angle and distance measurement and the position coordinates of the measured points calculated from the control unit and transmitting the wires and wireless wires;

지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 저장하는 이미지DB와,Image DB for storing aerial photographs of terrain, features, and artificial structures,

데이터송신기로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 유·무선으로 수신받는 데이터수신기와,A data receiver which receives the angle and distance measurement of the measuring point and the position coordinates of the measuring point from the data transmitter,

이미지DB로부터 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 입력받고, 데이터수신기로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 입력받아 이를 연결 및 합성을 통해 도화이미지를 생성하는 데이터처리부와,A data processing unit which receives aerial photographs of terrain, features, or artificial structures from the image DB, receives angles and distance measurements of the measuring points from the data receiver, and coordinates of the measuring points and generates drawing images by connecting and synthesizing them;

데이터처리부로부터 수신받은 도화이미지를 지면 또는 디스플레이 상에 출력하도록 프로그래밍 된 도화이미지출력부를 갖춘 수치정보변환처리장치를 포함하는 것을 특징으로 한다.And a numerical information conversion processing device having a drawing image output unit programmed to output the drawing image received from the data processing unit on the ground or the display.

상기와 같은 구성으로 이루어진 본 발명은, 토탈스테이션을 사용하지 않을 경우 용이하게 접어 보관할 수 있도록 함과 동시에 절첩 및 전개 가능하게 형성된 커버부재를 통해 외부로 노출된 렌즈부를 외력으로부터 안전하게 보호하여 파손되는 것을 미연에 차단할 수 있고, 회전가능하게 형성된 회전틀뭉치에 터치패널를 설치하여 줌으로서, X축과 Y축에 회전되는 각 부재들을 통해 터치패널을 용이하게 조작할 수 있어 작업자가 측정점에 대한 데이터를 용이하게 확인하며 작업할 수 있어 작업능률을 향상시켜 줄 수 있다.According to the present invention having the above configuration, when the total station is not used, the lens unit exposed to the outside can be safely damaged by external force through a cover member formed to be folded and developed while being easily folded and stored. By installing the touch panel on the rotating frame, which can be blocked in advance and rotated, the touch panel can be easily manipulated through each member rotated on the X-axis and the Y-axis. Can check and work well, which can improve work efficiency.

이하, 첨부된 도면에 의거하여 상세히 설명하도록 한다.Hereinafter, on the basis of the accompanying drawings to be described in detail.

도 1은 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템의 개략도이고, 도 2 내지 도 3은 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템에서 토탈스테이션를 따로 발췌하여 보인 결합사시도 및 분해사시도이며, 도 4 내지 도 5는 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템.에서 토탈스테이션의 작동관계도이다.1 is a schematic diagram of a digital information numerical confirmation system of the electronic map using the aerial photography and GPS measurement information synthesis according to the present invention, Figures 2 to 3 are numerical values of the electronic map using the aerial photography and GPS measurement information synthesis according to the present invention Combined perspective view and exploded perspective view showing the total station separately from the information confirmation system, Figures 4 to 5 are the operational relationship of the total station in the numerical information confirmation system of the electronic map using the aerial photographing and GPS measurement information synthesis according to the present invention. It is also.

본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템은, 크게, 절대위치 값을 가지며 위성(100)으로부터의 위치 값을 수신받아 이를 상호 연산하여 GPS보정 값을 출력하고, 출력된 GPS보정 값을 외부로 무선송출하는 기준국(200)과; 기준국(200)으로부터 GPS보정 값과 위성(100)으로부터 받은 GPS(위성위치확인시스템)을 연산하여 측정점의 좌표를 연산처리하고, 측정점의 각도와 거리를 정밀 측위하여 유·무송출하는 토탈스테이션(300)와; 토탈스테이션(300)로부터 정밀 측위된 측정점의 각도와 거리 및 측정점의 좌표를 수신받아 항공촬영이미지와 연결 및 합성을 통해 도화이미지를 생성하여 지면 또는 디스플레이 상에 출력하는 수치정보변환처리장치(400)로 구성되며, 이를 도 1과 같이 도시하였다.Digital information confirmation system of electronic map using aerial photography and GPS measurement information synthesis according to the present invention has a large absolute position value, and receives the position value from satellite 100 and mutually computes it and outputs GPS correction value. A reference station 200 for wirelessly transmitting the output GPS correction value to the outside; Total station that calculates GPS coordinates from reference station 200 and GPS (Satellite Positioning System) received from satellite 100, calculates coordinates of measuring points, and precisely measures the angle and distance of measuring points. 300; Numerical information conversion processing device 400 for receiving the angle and the distance of the precisely measured measuring point from the total station 300 and the coordinates of the measuring point to generate a drawing image through the connection and composition with the aerial photographing image to output on the ground or display It is composed of, as shown in FIG.

상기 기준국(200)은, GPS안테나(211)를 갖추고서, 인공위성(100)으로부터 위치 값을 수신받는 GPS수신부(210)와; GPS수신부(210)로부터 전달받은 현재의 위치 값과 저장된 절대 값을 상호 연산하여 GPS보정 값을 출력하는 제어부(220)와; DGPS안테나(231)를 갖추고서, 제어부(220)로부터 GPS보정 값을 전달받아 외부로 무선송 출하는 DGPS송신기(230)로 구성된다. The reference station 200 includes a GPS receiver 210 having a GPS antenna 211 and receiving a position value from the satellite 100; A controller 220 which outputs a GPS correction value by mutually computing a current position value received from the GPS receiver 210 and an stored absolute value; Equipped with a DGPS antenna 231, it is composed of a DGPS transmitter 230 receives the GPS correction value from the control unit 220 and transmits the radio to the outside.

본 실시 예의 경우 상기 기준국(200)의 제어부(220)를 통해 연산된 GPS보정 값(즉, 위치값)은 DGPS송신기(230)로 전달되고, DGPS송신기(230)와 연결된 DGPS안테나(231)를 통해 이후에 설명될 토탈스테이션(300)의 DGPS안테나(331)로 무선송출하게 된다.In the present embodiment, the GPS correction value (ie, the position value) calculated through the control unit 220 of the reference station 200 is transmitted to the DGPS transmitter 230 and the DGPS antenna 231 connected to the DGPS transmitter 230. Through the wireless transmission to the DGPS antenna 331 of the total station 300 to be described later.

상기 기준국(200)으로부터 GPS보정 값과 위성(100)으로부터 받은 GPS(위성위치확인시스템)을 연산하여 측정점의 좌표를 연산처리하고, 측정점의 각도와 거리를 정밀 측위하여 유·무송출하는 토탈스테이션(300)은, 측정장치설치틀(311)과, 측정장치설치틀(311)을 받쳐 지지하는 삼각대(312), 및 측정장치설치틀(311)과 삼각대(312) 사이에 축 회전가능하게 설치되는 회전틀뭉치(313)를 갖춘 토탈스테이션본체(310)와; 일측에 렌즈부(321)를 갖추고서, 상방으로 개구된 측정장치설치틀(311)의 중앙에 회전가능하게 장착되어 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측정장치부(320)와; DGPS안테나(331)를 갖추고서, 측정장치부(320)의 상면에 설치되어 기준국(200)의 DGPS송신기(230)로부터 GPS보정 값을 수신받는 DGPS수신기(330)와; GPS안테나(341)를 갖추고서, 측정장치설치틀(311)의 손잡이부(311a) 상에 설치되어 위성(100)으로부터 현재 위치값을 수신받는 GPS수신기(340)와; 토탈스테이션본체(310)의 회전틀뭉치(313) 커버부재(313c)에 설치되어 측정장치부(320)의 동작을 제어하고, 작동상태를 화면상에 출력하는 터치패널(350)과; DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하고, 측정장치부(320)로부터 측정된 측정점의 각도와 거리를 입력받아 연산처리하는 제어부(360)와; 토탈스테이션본체(310)에 설치되어 제어부(360)로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유·무선으로 송출하는 데이터송신기(370)로 구성되며, 이를 도 2 내지 도 3과 같이 도시하였다.The GPS station calculates the GPS correction value from the reference station 200 and the GPS (Satellite Positioning System) received from the satellite 100, calculates the coordinates of the measurement point, and totally performs the measurement of the angle and distance of the measurement point. The station 300 is axially rotatable between the measuring device mounting frame 311, the tripod 312 supporting the measuring device mounting frame 311, and the measuring device mounting frame 311 and the tripod 312. A total station body 310 having a rotating frame bundle 313 installed therein; A measuring device unit 320 having a lens unit 321 on one side thereof, rotatably mounted at a center of the measuring device mounting frame 311 opened upwards to precisely measure the angle and distance of the measuring point; A DGPS receiver 330 equipped with a DGPS antenna 331 and installed on an upper surface of the measuring device unit 320 to receive a GPS correction value from the DGPS transmitter 230 of the reference station 200; A GPS receiver 340 having a GPS antenna 341 and installed on a handle part 311a of the measuring device installation frame 311 to receive a current position value from the satellite 100; A touch panel 350 installed in the rotary frame bundle 313 of the total station body 310 to control the operation of the measuring device 320 and outputting an operation state on the screen; The control unit 360 calculates the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330, and receives the angle and distance of the measured point measured by the measuring unit 320. ; It is installed in the total station body 310 is composed of a data transmitter 370 to receive the angle and distance measurement and the position coordinates of the measurement point calculated from the control unit 360 and transmit the wired and wireless, this is shown in Figure 2 to Figure 3 is shown.

상기 토탈스테이션본체(310)를 이루는 측정장치설치틀(311)의 구성은 다음과 같다.The configuration of the measuring device installation frame 311 constituting the total station body 310 is as follows.

전체적인 형상이 직육면체를 이루되, 중앙이 길이방향으로 개방되고, 개방된 상측면에는 수평으로 손잡이부(311a)가 형성되며, 저면에는 하방으로 돌출되고 내주면에 나사부가 마련된 중심축(311b)이 일체로 형성된다.The overall shape constitutes a rectangular parallelepiped, the center of which is opened in the longitudinal direction, the open upper surface is formed with a handle portion 311a horizontally, the bottom surface protrudes downward and the central shaft 311b provided with a screw on the inner peripheral surface is integral Is formed.

본 실시 예의 경우, 상기 측정장치설치틀(311)의 손잡이부(311a)에는 GPS안테나(341)가 착탈가능하게 설치되고, GPS안테나(341)는 GPS수신기(340)와 연결되는 것으로, 위성(100)으로부터 현재 위치 값을 수신받아 GPS수신기(340)로 이를 전달하는 역할을 한다.In the present embodiment, the GPS antenna 341 is detachably installed on the handle portion 311a of the measuring device installation frame 311, and the GPS antenna 341 is connected to the GPS receiver 340, thereby providing a satellite ( It receives the current position value from 100 and serves to deliver it to the GPS receiver 340.

상기 토탈스테이션본체(310)를 이루고, 측정장치설치틀(311)을 받쳐 지지하는 삼각대(312)는, 절첩 및 전개가능한 3개의 지지용 다리를 갖추고서, 상부에 형성된 체결부재(312a)를 매개로 측정장치설치틀(311)의 중심축(311b)과 상호 체결되어 측정장치설치틀(311)을 받쳐 지지한다.The tripod 312 forming the total station body 310 and supporting the measuring device installation frame 311 is provided with three support legs that can be folded and deployed, and mediates a fastening member 312a formed thereon. It is fastened with the central axis 311b of the measuring device mounting frame 311 and supports the measuring device mounting frame 311.

상기 토탈스테이션본체(310)를 이루고, 측정장치설치틀(311)과 삼각대(312) 사이에 축 회전가능하게 설치되는 회전틀뭉치(313)는, 상기 측정장치설치틀(311)과 삼각대(312) 사이에 배치되어 중심축(311b)을 기준으로 회전가능하게 설치되는 Y축회전부재(313a)와; 외향으로 돌출되는 장착봉(313b-1)를 갖추고서, Y축회전부 재(313a)의 둘레면에 회전가능하게 설치되는 X축회전부재(313b)와; X축회전부재(313b)에 힌지를 매개로 절첩·전개가능하게 설치되어 측정장치부(320)의 렌즈부(321)를 보호하는 커버부재(313c)로 이루어진 회전틀뭉치(313)로 구성되며, 이를 도 3과 같이 도시하였다.Comprising the total station body 310, the rotating frame bundle 313 is installed between the measuring device mounting frame 311 and the tripod 312 axially rotatable, the measuring device mounting frame 311 and the tripod 312 Y-axis rotating member (313a) disposed between the rotatably installed with respect to the center axis (311b); An X-axis rotating member 313b provided with a mounting rod 313b-1 protruding outwardly and rotatably installed on the circumferential surface of the Y-axis rotating member 313a; It is composed of a rotating frame bundle (313) made of a cover member (313c) installed on the X-axis rotating member (313b) to be folded and developed via a hinge to protect the lens unit (321) of the measuring device (320). , As shown in FIG. 3.

상기 측정장치설치틀(311)에는, 일측에 렌즈부(321)가 마련되고, 상방으로 개구된 측정장치설치틀(311)의 중앙에 회전가능하게 장착되어 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측정장치부(320)가 설치된다.The measuring device mounting frame 311 is provided with a lens unit 321 on one side, and rotatably mounted in the center of the measuring device mounting frame 311 opened upward to accurately measure the angle and distance of the measuring point. The measuring device 320 is installed.

본 실시 예의 경우 상기 Y축회전부재(313a)는, 임의의 두께를 갖는 사각형상의 플레이트로, 중앙과 둘레면에는 중심축(311b)과 X축회전부재(313b)의 장착봉(313b-1)이 삽입될 수 있도록 구멍이 마련되어 있으며, 특히 중앙에 형성된 구멍은 수직하게 관통되어 있다.In the present embodiment, the Y-axis rotating member 313a is a rectangular plate having an arbitrary thickness, and the mounting rods 313b-1 of the central axis 311b and the X-axis rotating member 313b are formed at the center and the circumferential surface thereof. A hole is provided so that it can be inserted, and especially the hole formed in the center penetrates vertically.

또한, 상기 Y축회전부재(313a)의 중앙에 형성된 구멍에는 내주면에 베어링(구체적으로 도시하지 아니함)을 설치하여 중심축(311a)을 기준으로 용이하게 회전될 수 있도록 하는 것이 바람직하다.In addition, it is preferable to install a bearing (not specifically shown) on the inner circumferential surface of the hole formed in the center of the Y-axis rotation member 313a so that it can be easily rotated based on the central axis 311a.

상기 X축회전부재(313b)는, 전체적인 형상이 임의의 두께를 갖는 직사각형태로 일단에 외향으로 돌출되는 장착봉(313b-1)이 형성되며, 장착봉(313b-1)은 Y축회전부재(313a)의 둘레면에 형성된 구멍에 회전가능하게 설치된다.The X-axis rotating member 313b has a mounting rod 313b-1 protruding outward at one end in a rectangular shape having an overall thickness, and the mounting rod 313b-1 is a Y-axis rotating member. It is rotatably installed in the hole formed in the peripheral surface of 313a.

상기 X축회전부재(313b)에 힌지를 매개로 절첩·전개가능하게 설치되어 측정장치부(320)의 렌즈부(321)를 보호하는 커버부재(313c)는, 전체적인 형상이 장방형에 임의의 두께를 갖는 직사각형으로 펼쳐진 상태의 상면에는 이후에 설명될 터치 패널(350)이 장착되게 된다.The cover member 313c, which is installed on the X-axis rotating member 313b so as to be folded and developed through a hinge and protects the lens portion 321 of the measuring device 320, has an overall shape having a random thickness and a rectangular shape. The touch panel 350 to be described later is mounted on the upper surface of the rectangular shape having a shape.

본 실시 예의 경우 구체적으로 도시되어 있지 않지만, 측정장치부(320)와 커버부재(313c)의 각 상부에 고리(구체적으로 도시하지 아니함)와 이를 억류할 수 있도록 된 클램프(구체적으로 도시하지 아니함)로 이루어진 체결부재가 마련되며, 상기와 같이 측정장치부(312)와 커버부재(313c)의 각 상부에 체결부재를 마련하여 줌으로서, 토탈스테이션(300)를 사용하지 않을 경우 용이하게 접어 보관할 수 있도록 한 것이며, 이를 도 2와 같이 도시하였다.Although not shown in detail in the present embodiment, the ring (not specifically shown) and the clamp (not specifically shown) to hold the upper portion of each of the measuring device unit 320 and the cover member (313c) It is provided with a fastening member consisting of, by providing a fastening member in each upper portion of the measuring device unit 312 and the cover member (313c) as described above, when the total station 300 is not used can be easily folded and stored. As shown in FIG. 2.

상기 토탈스테이션본체(310)의 작동관계를 간략하게 설명하면, 상기 측정장치부(320)와 커버부재(313c)에 마련된 체결부재(구체적으로 도시하지 아니함)를 이용하여 억류상태를 해제시켜 주고, 힌지를 중심으로 커버부재(313c)를 전개한다.Briefly describing the operation relationship of the total station body 310, by using a fastening member (not specifically shown) provided in the measuring device 320 and the cover member 313c to release the detention state, The cover member 313c is developed around the hinge.

상기 커버부재(313c)를 전개(펼친)한 이후에는 X축회전부재(313b)와 연결된 Y축회전부재(313a)를 중심축(311b)을 기준으로 회전시켜 작업자가 커버부재(313c) 상에 설치된 터치패널(350)을 바라보기 편한 방향으로 위치시켜 주면 된다.After the cover member 313c is deployed (expanded), the operator rotates the Y-axis rotation member 313a connected to the X-axis rotation member 313b with respect to the center axis 311b, so that the operator is placed on the cover member 313c. The installed touch panel 350 may be positioned in an easy-to-view direction.

또한, 강한 태양 빛에 의해 터치패널(350)이 보이지 않는 경우에는 Y축회전부재(313a)에 장착된 X축회전부재(313b)의 장착봉(313b-1)을 중심으로 회전시켜 태양 빛과 등지도록 각을 변환시켜 줌으로서, 작업자가 터치패널(350)을 용이하게 바라보며 작업에 임할 수 있어 작업 능률을 향상시켜 줄 수 있게 되는 것이며, 이러한 일련의 과정을 도 4 내지 도 5와 같이 도시하였다.In addition, when the touch panel 350 is not visible due to strong sunlight, the solar panel rotates about the mounting rod 313b-1 of the X-axis rotating member 313b mounted on the Y-axis rotating member 313a. By converting the angle to the back, the operator can easily look at the touch panel 350 and work on the work to improve the work efficiency. This series of processes is illustrated in FIGS. 4 to 5. .

본 실시 예의 경우 도 4 내지 도 5에 도시된 바와 같이 회전틀뭉치(313)가 수직축과 수평축을 중심으로 90도 정도로 회전된 것처럼 도시하고 있으나, 이에 한 정하지 않고 전방향으로 회전가능하게 형성된다.In the present embodiment, as shown in Figures 4 to 5, the rotating frame bundle 313 is shown as being rotated about 90 degrees around the vertical axis and the horizontal axis, but is not limited thereto and is formed to be rotatable in all directions.

본 실시 예의 경우 구체적으로 도시하지는 아니하였지만, 토탈스테이션본체(310)의 측정장치설치틀(311)에는 측정장치부(320)의 렌즈부(321) 상하이동으로 생기는 연직각을 측정하는 연직각 검출부와, 측정장치설치틀(311)의 좌우회전으로 생기는 수평각을 측정하는 수평각 검출부와, 측정장치설치틀(311)의 중심에서 프리즘까지의 거리를 측정하는 거리측정부와, 측정장치설치틀(311)의 수평을 측정하고, 보정하는 틸딩 센서가 각각 내설된다.Although not shown in detail in the present embodiment, the measuring device mounting frame 311 of the total station body 310, the vertical angle detection unit for measuring the vertical angle generated by the lens unit 321 shanghai of the measuring unit 320, The horizontal angle detector for measuring the horizontal angle generated by the left and right rotation of the measuring device mounting frame 311, the distance measuring unit for measuring the distance from the center of the measuring device mounting frame 311 to the prism, and the measuring device mounting frame 311 Tilting sensors that measure and correct horizontality are each implied.

상기 측정장치부(320)에는 DGPS안테나(331)가 설치되고, DGPS안테나(331)는 기준국(200)의 DGPS송신기(230)로부터의 GPS보정 값을 수신받아 이를 DGPS수신기(330)로 전달한다.The measuring device unit 320 is provided with a DGPS antenna 331, the DGPS antenna 331 receives the GPS correction value from the DGPS transmitter 230 of the reference station 200 and delivers it to the DGPS receiver 330 do.

상기 토탈스테이션본체(310)와 측정장치부(320)에 GPS수신기(320)와 DGPS수신기(330)를 각각 설치하여 줌으로서, 좀 더 정밀한 측정점의 좌표값을 획득할 수 있게 되는 것이다.By installing the GPS receiver 320 and the DGPS receiver 330 in the total station body 310 and the measuring unit 320, respectively, it is possible to obtain a more precise coordinate value of the measuring point.

상기 토탈스테이션본체(310)에는 제어부(360)와 데이터송신기(370)가 각각 설치되며, 도 1에 도시된 바와 같이 제어부(360)는, 토탈스테이션본체(310)에서 측정된 측정점의 각도와 거리를 연산하고, DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하는 역할을 수행하는 것이다.The total station main body 310 is provided with a control unit 360 and a data transmitter 370, respectively, as shown in Figure 1, the control unit 360, the angle and distance of the measured point measured in the total station main body 310 And calculate the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330.

상기 데이터송신기(370)는 제어부(360)로부터 측정된 측정점의 각도와 거리 및 측정점의 위치좌표를 수신받아 이를 유선 또는 무선으로 수치정보변환처리장치(400)에 전송하게 된다.The data transmitter 370 receives the angle and distance of the measurement point and the position coordinates of the measurement point from the controller 360 and transmits them to the numerical information conversion processing apparatus 400 by wire or wirelessly.

본 실시 예의 경우 유선의 송출방식은 일반적인 케이블을 통해 송출할 수 있고, 무선의 경우에는 통상의 블루투스(Blue Tooth)를 통해 송출할 수 있으며, 상기 송출방식 이외에도 이와 동일한 기능 또는 유사한 기능을 수행할 수 있는 방식이면 족하므로, 상기 기재된 방식에 한정하지는 않는다.In the present embodiment, the wired transmission method can be transmitted through a general cable, in the case of wireless can be transmitted through a normal Bluetooth (Blue Tooth), in addition to the transmission method can perform the same or similar functions. As long as it is a sufficient method, it is not limited to the method described above.

상기 토탈스테이션(300)로부터 정밀 측위된 측정점의 각도와 거리 및 측정점의 좌표를 수신받아 항공촬영이미지와 연결 및 합성을 통해 도화이미지를 생성하여 지면 또는 디스플레이 상에 출력하는 수치정보변환처리장치(400)는, 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 저장하는 이미지DB(410)와; 데이터송신기(370)로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 유·무선으로 수신받는 데이터수신기(420)와; 이미지DB(410)로부터 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 입력받고, 데이터수신기(420)로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 입력받아 이를 연결 및 합성을 통해 도화이미지를 생성하는 데이터처리부(430)와; 데이터처리부(430)로부터 수신받은 도화이미지를 지면 또는 디스플레이 상에 출력하도록 프로그래밍 된 도화이미지출력부(440)로 구성되며, 이를 도 1과 같이 도시하였다.Numerical information conversion processing apparatus 400 for receiving the angle and distance of the precisely measured measuring point from the total station 300 and the coordinates of the measuring point to generate a drawing image through connection and synthesis with the aerial photographing image to output on the ground or display ), An image DB 410 for storing aerial photographs of terrain, features, or artificial structures; A data receiver 420 which receives the angle and distance measurement of the measurement point and the position coordinates of the measurement point from the data transmitter 370 by wire or wireless; Receives aerial photographs of terrain, features, and artificial structures from the image DB 410, receives angles and distance measurements from the data receiver 420, and coordinates of the location of the measurement points. A data processor 430 for generating; It consists of a drawing image output unit 440 programmed to output the drawing image received from the data processing unit 430 on the ground or the display, as shown in FIG.

상기 수치정보변환처리장치(400)는 2차원 데이터를 평면상에 표현하고, 이를 수정할 수 있도록 된 CAD프로그램이 내장된 통상의 작업용 컴퓨터로서, 상기 과정을 좀 더 상세히 설명하면 다음과 같다.The numerical information conversion processing apparatus 400 is a general working computer having a CAD program embedded therein for displaying two-dimensional data and modifying the same, and the process will be described in more detail as follows.

상기 이미지DB(410)는 지형이나 지물 또는 인공구조물 등의 영상이미지를 저장하는 기록매체로, 특히 위성촬영이미지 또는 항공촬영이미지를 저장 및 편집할 있고, 위성촬영이미지 또는 항공촬영이미지는 데이터처리부(420)로 전달되도록 프로그램되어 있다.The image DB 410 is a recording medium for storing a video image of a terrain, a feature, or an artificial structure. In particular, the image DB 410 may store and edit a satellite image or an aerial image. The satellite image or aerial image may be a data processor. 420 is programmed for delivery.

상기 데이터처리부(430)는 이미지DB(410)와 데이터수신기(420)로부터 각각 데이터를 입력받게 되는데, 이미지DB(410)로부터 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 전달받아 이를 베이스로 두고, 항공촬영이미지 상에 데이터수신기(420)로부터 수신받은 측정점의 각도와 거리측정 및 측정점의 위치좌표를 대입하며, 최종적으로 이를 합성하여 전자지도 즉, 도화이미지로 변환시켜 이를 도화이미지출력부(440)로 전달하게 된다.The data processing unit 430 receives data from the image DB 410 and the data receiver 420, respectively, and receives aerial photographing images of terrain, features, or artificial structures from the image DB 410, based on the received data. , The angle of the measuring point received from the data receiver 420 and the position coordinates of the measuring point and the position of the measuring point is substituted on the aerial photographing image. Finally, the synthesized image is converted into an electronic map, that is, a drawing image, and the drawing image output unit 440. ).

상기 데이터처리부(430)로부터 전달된 도화이미지는 지면 또는 디스플레이 상에 출력되게 되고, 출력된 도화이미지를 작업자가 용이하게 검토 및 확인할 수 있는 것이다.The drawing image transmitted from the data processor 430 is output on the ground or the display, and the operator can easily review and confirm the output drawing image.

본 발명은 기재된 구체적인 실시 예에 대해서만 상세히 설명되었지만 본 발명의 기술사상범위 내에서 다양하게 변형 및 수정할 수 있음은 당업자에 있어서 당연한 것이며, 이러한 변형 및 수정이 첨부된 특허청구범위에 속함은 당연한 것이다.Although the present invention has been described in detail only with respect to the specific embodiments described, it will be obvious to those skilled in the art that various modifications and changes can be made within the technical scope of the present invention, and such modifications and modifications belong to the appended claims.

도 1은 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템의 개략도.1 is a schematic diagram of a numerical information confirmation system of an electronic map using aerial photography and GPS measurement information synthesis according to the present invention.

도 2 내지 도 3은 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템에서 토탈스테이션를 따로 발췌하여 보인 결합사시도 및 분해사시도.2 to 3 is a combined perspective view and an exploded perspective view showing the total station separately taken from the numerical information confirmation system of the electronic map using the aerial photographing and GPS measurement information synthesis according to the present invention.

도 4 내지 도 5는 본 발명에 따른 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템.에서 토탈스테이션의 작동관계도. Figures 4 to 5 are numerical information confirmation system of electronic map using aerial photography and GPS measurement information synthesis according to the present invention.

*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

100: 위성 200: 기준국 210: GPS수신기 100: satellite 200: reference station 210: GPS receiver

220: 제어부 230: DGPS송신기 300: 토탈스테이션220: control unit 230: DGPS transmitter 300: total station

310: 토탈스테이션본체 320: 측정장치부 330: GPS수신기310: total station main body 320: measuring unit 330: GPS receiver

340: DGPS수신기 350: 터치패널 360: 제어부340: DGPS receiver 350: touch panel 360: control unit

370: 데이터송신기 400: 수치정보변환처리장치370: data transmitter 400: numerical information conversion processing device

410: 이미지DB 420: 데이터수신기 430: 데이터처리부 410: Image DB 420: Data receiver 430: Data processing unit

440: 도화이미지출력부440: drawing image output unit

Claims (1)

GPS안테나(211)를 갖추고서, 위성(100)으로부터 현재 위치값을 수신받는 GPS수신기(210)와, With a GPS antenna 211, the GPS receiver 210 receives the current position value from the satellite 100, GPS수신기(210)부터 전달받은 현재 위치값과 저장된 절대값을 상호연산하여 GPS보정 값을 출력하는 제어부(220)와, A control unit 220 for outputting a GPS correction value by mutually computing the current position value and the stored absolute value received from the GPS receiver 210; DGPS안테나(231)를 갖추고서, 제어부(220)로부터 GPS보정 값을 전달받아 외부로 GPS보정 값을 무선송출하는 DGPS송신기(230)를 갖춘 기준국(200)과;A reference station (200) equipped with a DGPS antenna (231) and a DGPS transmitter (230) for receiving the GPS correction value from the control unit (220) and transmitting the GPS correction value to the outside; 상면에 형성되는 손잡이부(311a) 및 저면에 중심축(311b)이 마련된 측정장치설치틀(311)과, 절첩 및 전개가능한 3개의 지지용 다리를 갖추고서, 상부에 형성된 체결부재(312a)를 매개로 측정장치설치틀(311)의 중심축(311b)에 상호 체결되어 측정장치설치틀(311)을 받쳐 지지하는 삼각대(312)와, 측정장치설치틀(311)과 삼각대(312) 사이에 배치되어 중심축(311b)을 기준으로 회전가능하게 설치되는 Y축회전부재(313a)와, 외향으로 돌출되는 장착봉(313b-1)를 갖추고서, Y축회전부재(313a)의 둘레면에 회전가능하게 설치되는 X축회전부재(313b)와, X축회전부재(313b)에 힌지를 매개로 절첩·전개가능하게 설치되어 측정장치부(320)의 렌즈부(321)를 보호하는 커버부재(313c)로 이루어진 회전틀뭉치(313)를 갖춘 토탈스테이션본체(310)와,A measuring device mounting frame 311 provided with a handle portion 311a formed on an upper surface and a central axis 311b on a bottom surface thereof, and three support legs that can be folded and developed, are provided with a fastening member 312a formed on an upper portion thereof. The tripod 312 is fastened to the central axis 311b of the measuring device mounting frame 311 and supported by the measuring device mounting frame 311, and between the measuring device mounting frame 311 and the tripod 312. On the circumferential surface of the Y-axis rotating member 313a having a Y-axis rotating member 313a disposed and rotatably installed with respect to the central axis 311b and a mounting rod 313b-1 projecting outwardly. The cover member which is rotatably installed to the X-axis rotating member 313b and the X-axis rotating member 313b to be folded and developed via a hinge to protect the lens unit 321 of the measuring device unit 320. Total station body 310 having a rotary frame bundle 313 made of (313c), 일측에 렌즈부(321)를 갖추고서, 상방으로 개구된 측정장치설치틀(311)의 중앙에 회전가능하게 장착되어 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측 정장치부(320)와,A measuring unit 320 having a lens unit 321 on one side, rotatably mounted in the center of the measuring device mounting frame 311 opened upwards to accurately measure the angle and distance of the measuring point; DGPS안테나(331)를 갖추고서, 측정장치부(320)의 상면에 설치되어 기준국(200)의 DGPS송신기(230)로부터 GPS보정 값을 수신받는 DGPS수신기(330)와,A DGPS receiver 330 equipped with a DGPS antenna 331 and installed on an upper surface of the measuring device unit 320 to receive GPS correction values from the DGPS transmitter 230 of the reference station 200; GPS안테나(341)를 갖추고서, 측정장치설치틀(311)의 손잡이부(311a) 상에 설치되어 위성(100)으로부터 현재 위치값을 수신받는 GPS수신기(340)와, A GPS receiver 340 having a GPS antenna 341 and installed on a handle part 311a of the measuring device installation frame 311 to receive a current position value from the satellite 100; 토탈스테이션본체(310)의 회전틀뭉치(313) 커버부재(313c)에 설치되어 측정장치부(320)의 동작을 제어하고, 작동상태를 화면상에 출력하는 터치패널(350)과,A touch panel 350 installed in the rotary frame bundle 313 of the total station main body 310 to control the operation of the measuring device 320 and outputting an operation state on the screen; DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하고, 측정장치부(320)로부터 측정된 측정점의 각도와 거리를 입력받아 연산처리하는 제어부(360)와,The control unit 360 calculates the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330, and receives the angle and distance of the measured point measured by the measuring unit 320. , 토탈스테이션본체(310)에 설치되어 제어부(360)로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유·무선으로 송출하는 데이터송신기(370)를 갖춘 토탈스테이션(300)와;A total station 300 installed at the total station main body 310 and having a data transmitter 370 that receives the angle and distance measurement calculated from the control unit 360 and the position coordinates of the measuring point and transmits the wires and wirelessly; 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 저장하는 이미지DB(410)와,Image DB (410) for storing aerial photographs such as terrain, features, or artificial structures, 데이터송신기(370)로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 유·무선으로 수신받는 데이터수신기(420)와,A data receiver 420 which receives the angle and distance measurement of the measurement point and the position coordinates of the measurement point from the data transmitter 370 by wire or wirelessly; 이미지DB(410)로부터 지형이나 지물 또는 인공구조물 등의 항공촬영이미지를 입력받고, 데이터수신기(420)로부터 측정점의 각도와 거리측정 및 측정점의 위치좌표를 입력받아 이를 연결 및 합성을 통해 도화이미지를 생성하는 데이터처리 부(430)와,Receives aerial photographs of terrain, features, and artificial structures from the image DB 410, receives angles and distance measurements from the data receiver 420, and coordinates of the location of the measurement points. Generating data processing unit 430, 데이터처리부(430)로부터 수신받은 도화이미지를 지면 또는 디스플레이 상에 출력하도록 프로그래밍 된 도화이미지출력부(440)를 갖춘 수치정보변환처리장치(400)를 포함하는 것을 특징으로 하는 항공촬영 및 지피에스측정 정보합성을 이용한 전자지도의 수치정보확인시스템.Aerial photographing and GPS measurement information, characterized in that it comprises a numerical information conversion processing device 400 having a drawing image output unit 440 programmed to output the drawing image received from the data processing unit 430 on the ground or display. Digital information verification system of electronic map using synthesis.
KR1020090072854A 2009-08-07 2009-08-07 Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging KR100923528B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090072854A KR100923528B1 (en) 2009-08-07 2009-08-07 Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020090072854A KR100923528B1 (en) 2009-08-07 2009-08-07 Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging

Publications (1)

Publication Number Publication Date
KR100923528B1 true KR100923528B1 (en) 2009-11-02

Family

ID=41560961

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090072854A KR100923528B1 (en) 2009-08-07 2009-08-07 Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging

Country Status (1)

Country Link
KR (1) KR100923528B1 (en)

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100938937B1 (en) 2009-08-13 2010-01-26 (주)선영종합엔지니어링 Topography object of position setting image expression space mapping system
KR101191332B1 (en) 2012-05-16 2012-10-16 주식회사 대신측량기술 Geodetic survey data correction system
KR101210877B1 (en) 2012-05-17 2012-12-11 대한항업(주) Total station for geodetic survey
KR101213605B1 (en) 2012-06-14 2012-12-18 주식회사 첨단공간정보 Geodetic survey data management system
KR101217855B1 (en) 2012-05-25 2013-01-02 동아항업주식회사 System for maintaining proper topography measurement information by measuring position level and distance between positions
KR101220270B1 (en) 2012-05-04 2013-01-09 홍종옥 Unity management system of measured mapping data with collecting by total station
KR101220269B1 (en) 2012-05-04 2013-01-09 홍종옥 System of accuracy measuring with gps for underground map
KR101220268B1 (en) 2012-05-04 2013-01-10 홍종옥 System of measuring with gps for underground map
KR101223177B1 (en) 2012-04-19 2013-01-17 주식회사 동운 System of measuring ground level with automatic robot
KR101223179B1 (en) * 2012-08-07 2013-01-21 (주)아세아항측 Numerical map variation ratio analysis system
KR101224076B1 (en) 2012-07-26 2013-01-21 (주)국토해양기술 Control point instrumentation system
KR101225758B1 (en) * 2012-11-05 2013-01-23 (주)지에스엠솔루션 Geographical information survey ground surface data management system by confirmation standard point and leveling point
KR101225753B1 (en) 2012-07-18 2013-01-23 (주)대지이엔지 Surveying system
KR101220486B1 (en) * 2012-05-31 2013-01-23 주식회사 한성유아이 Geodetic survey data precision update system
KR101227189B1 (en) * 2012-08-06 2013-01-28 주식회사 한성유아이 Altitude data confirmation system
KR101226220B1 (en) * 2012-11-05 2013-01-28 명화지리정보(주) Drawing image processing system be able to edit and revision part of photographing image by aim of making map
KR101227188B1 (en) * 2012-08-07 2013-01-28 주식회사 한성유아이 Leveling system
KR101229531B1 (en) 2012-12-11 2013-02-04 (주)선운 이앤지 Measurement system for the gps in the surface of the earth by datum point to the topography change
KR101234348B1 (en) 2012-09-21 2013-02-15 주식회사 미래지중정보 Geographical information survey land data confirmation system by topography change
KR101234344B1 (en) 2012-07-13 2013-02-15 (주)아세아항측 Drawing system of map image in geographical information
KR101298239B1 (en) * 2012-08-22 2013-08-22 주식회사 동운 Digital map making system updating coordinate data
KR101349116B1 (en) 2013-07-17 2014-01-09 (주)신한항업 Editing system of digital map image with developed land scope image
KR101349397B1 (en) 2013-08-02 2014-01-13 명화지리정보(주) Apparatus of staff installation with clean surface and adjusting hight for precise scaling
KR101349958B1 (en) 2013-08-08 2014-01-14 주식회사 성율이앤지 System for verifying elevation by leveling survey
KR101349213B1 (en) 2013-07-12 2014-01-15 (주)미도지리정보 System for verifying elevation by leveling survey
KR101353611B1 (en) * 2013-08-20 2014-01-23 공간정보기술 주식회사 System for verifying elevation by leveling survey
KR101492867B1 (en) 2014-08-13 2015-02-12 네이버시스템(주) Geodetic surveying system for underground map based on GPS

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1190632A (en) 1997-09-17 1999-04-06 Showa Alum Corp Joining method for metallic material
JPH11271088A (en) 1998-03-24 1999-10-05 Chubu Electric Power Co Inc Automatic surveying device
JP2008528989A (en) 2005-01-26 2008-07-31 ライカ ジオシステムズ アクチェンゲゼルシャフト Modular total station for geodetic expansion

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1190632A (en) 1997-09-17 1999-04-06 Showa Alum Corp Joining method for metallic material
JPH11271088A (en) 1998-03-24 1999-10-05 Chubu Electric Power Co Inc Automatic surveying device
JP2008528989A (en) 2005-01-26 2008-07-31 ライカ ジオシステムズ アクチェンゲゼルシャフト Modular total station for geodetic expansion

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100938937B1 (en) 2009-08-13 2010-01-26 (주)선영종합엔지니어링 Topography object of position setting image expression space mapping system
KR101223177B1 (en) 2012-04-19 2013-01-17 주식회사 동운 System of measuring ground level with automatic robot
KR101220270B1 (en) 2012-05-04 2013-01-09 홍종옥 Unity management system of measured mapping data with collecting by total station
KR101220269B1 (en) 2012-05-04 2013-01-09 홍종옥 System of accuracy measuring with gps for underground map
KR101220268B1 (en) 2012-05-04 2013-01-10 홍종옥 System of measuring with gps for underground map
KR101191332B1 (en) 2012-05-16 2012-10-16 주식회사 대신측량기술 Geodetic survey data correction system
KR101210877B1 (en) 2012-05-17 2012-12-11 대한항업(주) Total station for geodetic survey
KR101217855B1 (en) 2012-05-25 2013-01-02 동아항업주식회사 System for maintaining proper topography measurement information by measuring position level and distance between positions
KR101220486B1 (en) * 2012-05-31 2013-01-23 주식회사 한성유아이 Geodetic survey data precision update system
KR101213605B1 (en) 2012-06-14 2012-12-18 주식회사 첨단공간정보 Geodetic survey data management system
KR101234344B1 (en) 2012-07-13 2013-02-15 (주)아세아항측 Drawing system of map image in geographical information
KR101225753B1 (en) 2012-07-18 2013-01-23 (주)대지이엔지 Surveying system
KR101224076B1 (en) 2012-07-26 2013-01-21 (주)국토해양기술 Control point instrumentation system
KR101227189B1 (en) * 2012-08-06 2013-01-28 주식회사 한성유아이 Altitude data confirmation system
KR101227188B1 (en) * 2012-08-07 2013-01-28 주식회사 한성유아이 Leveling system
KR101223179B1 (en) * 2012-08-07 2013-01-21 (주)아세아항측 Numerical map variation ratio analysis system
KR101298239B1 (en) * 2012-08-22 2013-08-22 주식회사 동운 Digital map making system updating coordinate data
KR101234348B1 (en) 2012-09-21 2013-02-15 주식회사 미래지중정보 Geographical information survey land data confirmation system by topography change
KR101226220B1 (en) * 2012-11-05 2013-01-28 명화지리정보(주) Drawing image processing system be able to edit and revision part of photographing image by aim of making map
KR101225758B1 (en) * 2012-11-05 2013-01-23 (주)지에스엠솔루션 Geographical information survey ground surface data management system by confirmation standard point and leveling point
KR101229531B1 (en) 2012-12-11 2013-02-04 (주)선운 이앤지 Measurement system for the gps in the surface of the earth by datum point to the topography change
KR101349213B1 (en) 2013-07-12 2014-01-15 (주)미도지리정보 System for verifying elevation by leveling survey
KR101349116B1 (en) 2013-07-17 2014-01-09 (주)신한항업 Editing system of digital map image with developed land scope image
KR101349397B1 (en) 2013-08-02 2014-01-13 명화지리정보(주) Apparatus of staff installation with clean surface and adjusting hight for precise scaling
KR101349958B1 (en) 2013-08-08 2014-01-14 주식회사 성율이앤지 System for verifying elevation by leveling survey
KR101353611B1 (en) * 2013-08-20 2014-01-23 공간정보기술 주식회사 System for verifying elevation by leveling survey
KR101492867B1 (en) 2014-08-13 2015-02-12 네이버시스템(주) Geodetic surveying system for underground map based on GPS

Similar Documents

Publication Publication Date Title
KR100923528B1 (en) Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging
KR100954221B1 (en) Virtual information system for electronic map drawing using plane photographing information and gps fiducial point
KR100938937B1 (en) Topography object of position setting image expression space mapping system
KR100936287B1 (en) Drawing system for video image updating of gps fiducial point mixing method
CN104508425B (en) Hand-held distance-measuring device with angle determination unit
KR100923344B1 (en) Drawing System Using GPS Information Of An Aerial Photograph
US9182229B2 (en) Enhanced position measurement systems and methods
US10168153B2 (en) Enhanced position measurement systems and methods
US9879993B2 (en) Enhanced bundle adjustment techniques
JP6316568B2 (en) Surveying system
KR101835514B1 (en) Image processing system for enhancement of the accuracy of air photograph
JP4607095B2 (en) Method and apparatus for image processing in surveying instrument
EP2904544B1 (en) Enhanced bundle adjustment techniques
US8773465B2 (en) Methods and apparatus for providing navigational information associated with locations of objects
CN108981676A (en) Geodesic survey
KR101219162B1 (en) Image processing system for enhancement of the accuracy of air photograph
EP1672314B1 (en) Method for preparing a stereo image and corresponding system for preparing three-dimensional data
JP2011038944A (en) System and program for generating map-image-integrated database
JP2011203196A (en) Ground laser scanner surveying device, surveying device and surveying method
JP7386592B2 (en) Construction machinery operation assistance system
KR101941501B1 (en) Acquisition system of location information for digital map
KR102104653B1 (en) System and method for surveying correction using mobile device
KR101259921B1 (en) Image drawing management system for numerical map based on synthesis positioning information and captured image
US20230145885A1 (en) Apparatus and method for three-dimensional modelling of a shaft
JP5886241B2 (en) Portable imaging device

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
N231 Notification of change of applicant
FPAY Annual fee payment

Payment date: 20121015

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20131014

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20141013

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20151002

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20161004

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20171010

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20181015

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20190930

Year of fee payment: 11