KR100923344B1 - Drawing System Using GPS Information Of An Aerial Photograph - Google Patents

Drawing System Using GPS Information Of An Aerial Photograph Download PDF

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KR100923344B1
KR100923344B1 KR1020090074121A KR20090074121A KR100923344B1 KR 100923344 B1 KR100923344 B1 KR 100923344B1 KR 1020090074121 A KR1020090074121 A KR 1020090074121A KR 20090074121 A KR20090074121 A KR 20090074121A KR 100923344 B1 KR100923344 B1 KR 100923344B1
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gps
measuring device
dgps
unit
receiver
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이경주
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이경주
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    • 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
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon ; Stands for scientific apparatus such as gravitational force meters
    • F16M11/20—Undercarriages with or without wheels
    • F16M11/24—Undercarriages with or without wheels changeable in height or length of legs, also for transport only, e.g. by means of tubes screwed into each other
    • 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
    • G01C11/30—Interpretation of pictures by triangulation
    • G01C11/34—Aerial triangulation
    • 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
    • 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
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01L—SEMICONDUCTOR DEVICES NOT COVERED BY CLASS H10
    • H01L31/00—Semiconductor devices sensitive to infrared radiation, light, electromagnetic radiation of shorter wavelength or corpuscular radiation and specially adapted either for the conversion of the energy of such radiation into electrical energy or for the control of electrical energy by such radiation; Processes or apparatus specially adapted for the manufacture or treatment thereof or of parts thereof; Details thereof
    • H01L31/04—Semiconductor devices sensitive to infrared radiation, light, electromagnetic radiation of shorter wavelength or corpuscular radiation and specially adapted either for the conversion of the energy of such radiation into electrical energy or for the control of electrical energy by such radiation; Processes or apparatus specially adapted for the manufacture or treatment thereof or of parts thereof; Details thereof adapted as photovoltaic [PV] conversion devices
    • H01L31/042—PV modules or arrays of single PV cells
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M2200/00—Details of stands or supports
    • F16M2200/08—Foot or support base
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/50—Photovoltaic [PV] energy

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  • Engineering & Computer Science (AREA)
  • Remote Sensing (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Multimedia (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Microelectronics & Electronic Packaging (AREA)
  • Power Engineering (AREA)
  • Condensed Matter Physics & Semiconductors (AREA)
  • Mechanical Engineering (AREA)
  • Computer Hardware Design (AREA)
  • Mathematical Physics (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Educational Administration (AREA)
  • Educational Technology (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PURPOSE: A drawing system of an aerial image using GPS information is provided to facilitate keeping a lens cover and various medium communication units by forming a receiving part on a total station. CONSTITUTION: A drawing system of an aerial image using GPS information comprises a reference station, and a total station(300). The reference station comprises a GPS receiver, a controller, and a DGPS transmitter. The GPS receiver receives the present position value from a satellite. The controller outputs the GPS calibration value by mutually computing the stored absolute value and the present position value delivered from the GPS receiver. The DGPS transmitter is delivered with the GPS calibration value from the controller and wirelessly transmits the GPS calibration value with the outside. The total station comprises the total station main body(310), a measure system part(320), a DGPS receiver, and a solar(350). The measure system part precisely measures the angle and the distance of the metering point. The solar converts the solar energy into the electrical energy.

Description

지피에스정보를 적용한 항공영상의 도화시스템{Drawing System Using GPS Information Of An Aerial Photograph}Drawing System Using GPS Information Of An Aerial Photograph}

본 발명은 촬영된 항공사진을 이미지화하면서 좌표 및 기준점을 기입하고, 이렇게 기입된 이미지를 도화작업을 통해 가시화시켜서 정밀지형도 및 정밀지적도 등을 제작할 수 있도록 된 지피에스정보를 적용한 항공영상의 도화시스템에 관한 것이다.The present invention relates to an aerial image drawing system using geospatial information to fill the coordinates and the reference point while imaging the photographed aerial photo, and to visualize the recorded image through the drawing operation to produce a precise topographic map and a precise map will be.

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, 측정점을 정밀 측위하기 위해서는 통상 토탈스테이션(Total Station)이라는 장비를 이용하게 된다.Therefore, the error must 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 토탈스테이션을 통해 측량작업을 마친 이후에는 상기 저장된 측량치를 유·무선케이블을 통해 작업용컴퓨터로 전송하여야 하는데, 유·무선케이블이나 렌즈를 보호하는 커버를 별도로 보관할 공간이 없어 작업자가 휴대하고 다니거나 또는 근처 차량에 보관해야하는 불편함이 있었다.However, after the survey work is completed through the total station, the stored survey values should be transmitted to the work computer through the wired / wireless cable, and there is no space for a separate cover to protect the wired / wireless cable or the lens. There was an inconvenience to carry or store in a nearby vehicle.

한편, 토탈스테이션 즉, 측량기의 경우 측량기에 공급되는 전원이 쉽게 소진되는 문제가 있어, 작업자가 예비 배터리를 필히 준비해야 하고, 예비 배터리를 미처 준비하지 못한 경우에는 인근에서 배터리를 충전한 후에 사용하여야 하는 불편함이 있으며, 측량지역 인근에 배터리를 충전할 만한 장소가 없는 경우에는 측량기를 철수한 후에 배터리를 충전할 만한 장소로 이동하여 배터리 충전 후, 초기 측량 지역으로 이동하여 측량기를 설치하고, 재차 측량지역을 측위 해야하는 불편한 문제가 있어, 이러한 문제를 해소하기 위한 연구가 활발히 진행 중이였다.On the other hand, the total station, that is, the instrument has a problem that the power supplied to the instrument is easily exhausted, the operator must prepare a spare battery, and if the spare battery is not ready to use it after charging the battery nearby If there is no place to charge the battery in the vicinity of the survey area, withdraw the instrument, move to a place to charge the battery, charge the battery, move to the initial survey area, install the instrument, and then Due to the inconvenient problem of surveying the surveying area, research was actively conducted to solve this problem.

본 발명은 상기와 같은 문제를 해소하기 위하여 안출된 것으로서, 별도의 수납부를 마련하여 유·무선케이블이나 렌즈커버 등을 용이하게 수납 및 보관할 수 있고, 전원공급에 따른 문제를 원천적으로 해결할 수 있어 비상용 전원을 별도로 구비하고 다닐 필요가 없는 지피에스정보를 적용한 항공영상의 도화시스템를 제공하려는데 그 목적이 있다.The present invention has been made in order to solve the above problems, by providing a separate housing can easily store and store wired, wireless cable or lens cover, and can solve the problems caused by the power supply at the source for emergency use The purpose of the present invention is to provide a drawing system of aerial video that applies GPS information that does not require a separate power supply.

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

GPS안테나를 갖추고서, 위성으로부터 현재 위치값을 수신받는 GPS수신기와, A GPS receiver equipped with a GPS 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 중심축 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 둘레 면에 회전가능하게 설치되는 한 쌍의 X축회전부재와, 일측에 수납 및 인출 가능하게 설치되는 서랍을 갖추고서, X축회전부재에 힌지를 매개로 절첩·전개가능하게 설치되는 한 쌍의 태양전지설치부재로 이루어진 솔라장치부와, 태양전지설치부재와 측정장치설치틀에 각각 설치되어 태양전지설치부재의 절첩 및 전개를 단속할 수 있도록 된 체결부를 갖춘 토탈스테이션본체와,It is equipped with a measuring device mounting frame provided on the upper surface and a handle portion formed on the upper surface, and three supporting legs that can be folded and deployed, and are fastened to the central axis of the measuring device mounting frame by a fastening member formed on the upper side. The Y-axis rotating member is disposed between the measuring device mounting frame and the tripod, and is disposed between the measuring device mounting frame and the tripod so as to be rotatable about the central axis. A pair of X-axis rotating members rotatably installed on the circumferential surface and a drawer installed on one side to be stored and withdrawn, and a pair of X-axis rotating members which are installed to be folded and developed via a hinge. It is installed on the solar cell unit consisting of solar cell mounting member, and solar cell mounting member and measuring device mounting frame, respectively. And a total station with the body portion,

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;

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;

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;

한 쌍의 태양전지설치부재에 각각 설치되어 태양에너지를 전기에너지로 변환하는 솔라와,Solar is installed on a pair of solar cell installation member to convert solar energy into electrical energy,

측정장치설치틀 내부에 배치되고, 한 쌍의 솔라로부터 획득된 전기에너지를 저장하며, 저장된 전기에너지를 측정장치부의 전력공급원으로 이용할 수 있도록 된 축전기와,A capacitor disposed inside the measuring device mounting frame, storing electrical energy obtained from a pair of solar cells, and using the stored electrical energy as a power supply source of the measuring device;

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 토탈스테이션(300)과;A total station 300 installed at the total station main body and having a data transmitter for receiving the angle and distance measurement calculated from the control unit and the position coordinates of the measuring point 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, 토탈스테이션에 수납부를 마련하여 줌으로서, 렌즈커버(구체적으로 도시하지 아니함) 및 다양한 매체연결수단(예를 들면, USB케이블, 전원케이블) 등을 용이하게 보관할 수 있으며, 필요에 따라 수납되어 있는 렌즈커버 또는 다양한 매체연결수단을 인출하여 사용할 수 있어 작업의 편의성을 향상시켜 줄 수 있다.According to the present invention having the above-described configuration, by providing the storage unit in the total station, the lens cover (not specifically shown) and various media connection means (for example, USB cable, power cable) can be easily stored. If necessary, the lens cover or various media connecting means stored therein can be used to withdraw, thereby improving the convenience of the work.

또한, 측정장치설치틀과 삼각대 사이에 솔라장치부를 마련하여 줌으로서, 측위 작업중 배터리소진으로 인하여 토탈스테이션을 사용할 수 없었던 문제와 종래에 보조배터리를 반드시 휴대하고 다녔던 문제를 원천적으로 해소할 수 있다.In addition, by providing a solar unit between the measuring device mounting frame and the tripod, it is possible to fundamentally solve the problem that the total station can not be used due to the exhaustion of the battery during the positioning operation and the problem of carrying the auxiliary battery in the past.

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 지피에스정보를 적용한 항공영상의 도화시스템의 개략도이고, 도 2 내지 도 3은 본 발명에 따른 지피에스정보를 적용한 항공영상의 도화시스템에서 토탈스테이션를 따로 발췌하여 보인 결합사시도 및 분해사시도이며, 도 4 내지 도 5는 본 발명에 따른 지피에스정보를 적용한 항공영상의 도화시스템에서 토탈스테이션의 작동관계도이다.1 is a schematic diagram of a drawing system of the aerial image applying the GPS information according to the present invention, Figures 2 to 3 are combined perspective view and decomposition of the total station in the drawing system of the aerial image applying the GPS information according to the present invention 4 to 5 is a perspective view of the operation of the total station in the aerial image drawing system applying the GPS information according to the present invention.

본 발명에 따른 지피에스정보를 적용한 항공영상의 도화시스템은, 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)으로부터 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.The aerial image drawing system applying the GPS information according to the present invention has an absolute position value, receives a position value from the satellite 100, mutually calculates the GPS value, and outputs the GPS correction value to the outside. A reference station 200 for wireless transmission; 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 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 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 무선송출하는 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; The DGPS antenna 231 includes a DGPS transmitter 230 that receives the GPS correction value from the control unit 220 and wirelessly transmits it 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 (that is, the position value) calculated by 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)는, 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; 한 쌍 의 태양전지설치부재(313c)에 각각 설치되어 태양에너지를 전기에너지로 변환하는 솔라(350)와; 측정장치설치틀(311)의 내부에 배치되고, 한 쌍의 솔라(350)로부터 획득된 전기에너지를 저장하며, 저장된 전기에너지를 측정장치부(320)의 전력공급원으로 이용할 수 있도록 된 축전기(360)와; 토탈스테이션본체(310)의 측정장치설치틀(311)에 설치되어 가청주파수 이상의 영역대로 초음파를 발생시켜 해충의 접근을 차단하는 해충퇴치장치(370)와; 해충퇴치장치(360)를 동작제어하는 스위치부(S)와; DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하고, 측정장치부(320)로부터 측정된 측정점의 각도와 거리를 입력받아 연산처리하는 제어부(370)와; 토탈스테이션본체(310)에 설치되어 제어부(370)로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유·무선으로 송출하는 데이터송신기(380)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 solar 350 installed at each of the pair of solar cell installation members 313c to convert solar energy into electrical energy; The capacitor 360 disposed inside the measuring device installation frame 311 and storing the electrical energy obtained from the pair of solar 350 and using the stored electrical energy as a power supply source of the measuring device 320. )Wow; A pest control device 370 installed on the measuring device installation frame 311 of the total station main body 310 to generate ultrasonic waves in an area above the audible frequency to block the access of the pest; Switch unit (S) for controlling the operation of the pest control device 360; A control unit 370 that calculates the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330, receives an angle and a distance of the measured point measured from the measuring unit 320, and calculates and processes the received position. ; It is installed in the total station body 310 is composed of a data transmitter 380 for receiving the angle and distance measurement and the position coordinates of the measurement point calculated from the control unit 370 and transmits wired and wireless, this is shown in Figs. 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 전달 하는 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 the 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 솔라장치부(313)는, 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 한 쌍의 X축회전부재(313b)와; 일측에 수납 및 인출 가능하게 설치되는 서랍(313c-1)을 갖추고서, X축회전부재(313b)에 힌지를 매개로 절첩·전개가능하게 설치되는 한 쌍의 태양전지설치부재(313c)로 구성되며, 이를 도 3과 같이 도시하였다.The solar device unit 313 constituting the total station body 310 and rotatably installed between the measuring device mounting frame 311 and the tripod 312 is a measuring device mounting frame 311 and a tripod 312. A Y-axis rotating member 313a disposed between and rotatably installed with respect to the center axis 311b; A pair of X-axis rotating members 313b rotatably installed on the circumferential surface of the Y-axis rotating member 313a and having a mounting rod 313b-1 projecting outwardly; Equipped with a pair of solar cell mounting members 313c provided on one side with a drawer 313c-1 installed to be retractable and withdrawable, and folded and developed on the X-axis rotation member 313b via a hinge. This is illustrated 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 설치되는 태양전지설치부재(313c)는, 전체적인 형상이 장방형에 임의의 두께를 갖는 직사각형으로 펼쳐진 상태의 상면에는 태양에너지를 전기에너지로 변환하는 솔라(350)가 장착된다.The solar cell mounting member 313c installed on the X-axis rotating member 313b so as to be folded and developed through a hinge has electric energy on the upper surface of the rectangular shape in which the overall shape is unfolded into a rectangle having an arbitrary thickness. A solar 350 that converts energy is mounted.

상기 힌지를 매개로 절첩된 태양전지설치부재(313c)와 측정장치설치틀(311)의 상면에는 각각 고리(구체적으로 도시하지 아니함)와 이를 억류할 수 있도록 된 클램프(구체적으로 도시하지 아니함)로 이루어진 체결부(314)가 형성된다.On the upper surface of the solar cell installation member 313c and the measuring device installation frame 311 folded through the hinge, a ring (not specifically shown) and a clamp (not specifically shown) capable of holding them are respectively held. A fastening portion 314 is formed.

상기와 같이 태양전지설치부재(313c)와 측정장치설치틀(311)의 상면에 체결부(314)를 마련하여 줌으로서, 토탈스테이션(300)을 사용하지 않을 경우 용이하게 접어 보관할 수 있으며, 이를 도 2와 같이 도시하였다.By providing a fastening portion 314 on the upper surface of the solar cell installation member 313c and the measuring device installation frame 311 as described above, when the total station 300 is not used, it can be easily folded and stored. As shown in FIG.

앞서 언급한 바와 같이, 상기 태양전지설치부재(313c)의 상면에는 태양에너지를 전기에너지로 변환하는 다수개의 솔라셀이 다열종대로 배치되고, 측정장치설치틀(311)의 내부에는 길이방향으로 축전기(360)가 각각 설치되어 한 쌍의 솔라(350)로부터 획득된 전기에너지를 저장하고, 이를 토탈스테이션(300)의 전력공급 원으로 제공하는 역할을 한다.As mentioned above, a plurality of solar cells for converting solar energy into electrical energy are arranged in multiple rows on the upper surface of the solar cell installation member 313c, and the capacitor in the longitudinal direction inside the measuring device installation frame 311. Each of the 360s is installed to store electrical energy obtained from the pair of solar 350 and serve as a power supply source of the total station 300.

또한, 상기 태양전지설치부재(313c)의 전면에는 통신케이블 및 렌즈의 커버등을 용이하게 보관할 수 있는 서랍(313c-1)이 설치된다.In addition, the front of the solar cell installation member (313c) is provided with a drawer (313c-1) that can easily store the cover of the communication cable and the lens.

본 실시 예의 경우 구체적으로 도시되어 있지는 않지만, 상기 서랍(313c-1)의 전면에는 작업자가 손가락을 걸어 인출할 수 있도록 홈을 마련하여 작업자가 용이하게 수납 및 인출가능하도록 형성하는 것이 바람직하다.Although not shown in the case of the present embodiment, it is preferable that the front surface of the drawer (313c-1) is provided with a groove so that the operator can take out the finger to be formed so that the operator can easily receive and withdraw.

상기와 같이 솔라(350) 및 축전기(360)를 마련하여 줌으로서, 측위 작업중 배터리소진으로 인하여 측정장치부(320)를 사용할 수 없었던 문제와 종래에 보조배터리를 반드시 휴대하고 다녔던 문제를 원천적으로 해소할 수 있다.By providing the solar 350 and the capacitor 360 as described above, the problem that the measurement unit 320 cannot be used due to the exhaustion of the battery during the positioning operation, and the problem that the conventional secondary battery must always carry a secondary battery. can do.

뿐만 아니라, 상기 측정장치설치틀(311)의 중심축(311a)에 설치되는 솔라장치부(313)의 Y축회전부재(313a)와 X축회전부재(313b)를 통해 일정주기로 변화되는 태양의 위치에 맞추어 Y축회전부재(313a)와 X축회전부재(313b)를 조작하여 줌으로서, 태양으로 조사되는 태양광을 용이하게 수광할 수 있어 수광 효율을 높일 수 있게 되는 것이며, 상기 작동관계를 도 4 내지 도 5와 같이 도시하였다.In addition, the sun is changed at regular intervals through the Y-axis rotation member 313a and the X-axis rotation member 313b of the solar device 313 installed on the central axis 311a of the measuring device installation frame 311. By operating the Y-axis rotating member 313a and the X-axis rotating member 313b in accordance with the position, it is possible to easily receive the sunlight irradiated by the sun, thereby increasing the light receiving efficiency. 4 to 5 are shown.

나아가, 상기 힌지를 매개로 절첩된 태양전지설치부재(313c)와 측정장치설치틀(311)의 상면에는 각각 고리(구체적으로 도시하지 아니함)와 이를 억류할 수 있도록 된 클램프(구체적으로 도시하지 아니함)로 이루어진 체결부(314)가 형성된다.Further, the upper surface of the solar cell installation member 313c and the measuring device installation frame 311 folded through the hinge, respectively, a ring (not specifically shown) and a clamp (not specifically shown) capable of retaining the same. A fastening portion 314 is formed.

상기와 같이 태양전지설치부재(313c)와 측정장치설치틀(311)의 상면에 체결부(314)를 마련하여 줌으로서, 토탈스테이션(300)를 사용하지 않을 경우 용이하게 접어 보관할 수 있도록 하였다. As described above, by providing a fastening part 314 on the upper surface of the solar cell installation member 313c and the measuring device installation frame 311, the total station 300 can be easily folded and stored.

상기 토탈스테이션본체(310)에는 제어부(370)와 데이터송신기(380)가 각각 설치되며, 도 1에 도시된 바와 같이 제어부(370)는, 측정장치부(320)에서 측정된 측정점의 각도와 거리를 연산하고, DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하며, 축전기(360)의 전력공급을 제어하는 역할을 수행하는 것이다.The total station main body 310 is provided with a control unit 370 and a data transmitter 380, respectively, as shown in Figure 1, the control unit 370, the angle and distance of the measuring point measured by the measuring unit 320 , Calculates the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330, and controls the power supply of the capacitor 360.

상기 데이터송신기(380)는 제어부(370)로부터 측정된 기준점의 각도와 거리 및 측정점의 위치좌표를 수신받아 이를 유선 또는 무선으로 수치정보변환처리장치(400)로 송출하게 된다.The data transmitter 380 receives the angle and distance of the reference point measured by the control unit 370 and the position coordinates of the measurement point and transmits them to the numerical information conversion processing apparatus 400 by wire or wirelessly.

본 실시 예의 경우 유선의 송출방식은 일반적인 USB케이블을 통해 송출할 수 있고, 무선의 경우에는 근거리 통신수단으로 이용되는 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 USB cable, and in the case of wireless, it can be transmitted through a general Bluetooth (Blue Tooth) used as a short-range communication means. Or a method capable of performing a similar function, so it is not limited to the method described above.

상기 토탈스테이션(300)으로부터 정밀 측위된 기준점의 각도와 거리 및 기준점의 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(380)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 거 리측정 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 reference point precisely positioned from the total station 300 and the coordinates of the reference 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 380 by wire or wireless; Receives aerial photographs of terrain, features, or artificial structures from the image DB 410, and receives the angles of the measuring points and distance measurements and the position coordinates of the measuring points from the data receiver 420. A data processor 430 for generating a; 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(430)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. 430 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 지피에스정보를 적용한 항공영상의 도화시스템의 개략도.1 is a schematic diagram of a drawing system of aerial image to which GPS information is applied according to the present invention.

도 2 내지 도 3은 본 발명에 따른 지피에스정보를 적용한 항공영상의 도화시스템에서 토탈스테이션를 따로 발췌하여 보인 결합사시도 및 분해사시도.2 to 3 is a combined perspective view and an exploded perspective view showing a total station separately taken from the aerial image drawing system applying the GPS information according to the present invention.

도 4 내지 도 5는 본 발명에 따른 지피에스정보를 적용한 항공영상의 도화시스템에서 토탈스테이션의 작동관계도.4 to 5 is an operation relationship diagram of the total station in the aerial image drawing system applying the GPS information 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: 측량장치부 330: DGPS수신기310: total station body 320: surveying unit 330: DGPS receiver

340: GPS수신기 350: 솔라 360: 축전기340: GPS receiver 350: Solar 360: capacitor

370: 제어부 380: 데이터송신기 370: control unit 380: data transmitter

400: 수치정보변환처리장치 410: 이미지DB400: numerical information conversion processing unit 410: image DB

420: 데이터수신기 430: 데이터처리부 440: 도화이미지출력부 420: data receiver 430: data processing unit 440: 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(211)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 (211), the DGPS transmitter (230) 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 한 쌍의 X축회전부재(313b)와, 일측에 수납 및 인출 가능하게 설치되는 서랍(313c-1)을 갖추고서, X축회전부재(313b)에 힌지를 매개로 절첩·전개가능하게 설치되는 한 쌍의 태양전지설치부재(313c)로 이루어진 솔라장치부(313)와, 태양전지설치부재(313c)와 측정장치설치틀(311)에 각각 설치되어 태양전지설치부재(313c)의 절첩 및 전개를 단속할 수 있도록 된 체결부(314)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. A pair of X-axis rotating members 313b rotatably installed and a drawer 313c-1 provided on one side so as to be stored and withdrawn are folded and folded on the X-axis rotating member 313b via a hinge. Measured with the solar cell unit 313 consisting of a pair of solar cell mounting members 313c which are installed to be deployed, and the solar cell mounting members 313c. And value installation frame 311. The fastening part 314 total station unit (310) with the installed respectively to crack down on the folded and deployment of the solar cell mounting member (313c) for, 일측에 렌즈부(321)를 갖추고서, 상방으로 개구된 측정장치설치틀(311)의 중앙에 회전가능하게 장착되어 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측정장치부(320)와,A measuring device unit 320 having a lens unit 321 on one side, rotatably mounted in the center of the measuring device installation frame 311 opened upwards to precisely 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; 한 쌍의 태양전지설치부재(313c)에 각각 설치되어 태양에너지를 전기에너지로 변환하는 솔라(350)와,A solar 350 installed at each of the pair of solar cell installation members 313c and converting solar energy into electrical energy; 측정장치설치틀(311)의 내부에 배치되고, 한 쌍의 솔라(350)로부터 획득된 전기에너지를 저장하며, 저장된 전기에너지를 측정장치부(320)의 전력공급원으로 이용할 수 있도록 된 축전기(360)와,The capacitor 360 disposed inside the measuring device installation frame 311 and storing the electrical energy obtained from the pair of solar 350 and using the stored electrical energy as a power supply source of the measuring device 320. )Wow, DGPS수신기(330)로부터 받은 GPS보정 값을 이용하여 GPS안테나(341)의 정밀위치를 연산하고, 측정장치부(320)로부터 측정된 측정점의 각도와 거리를 입력받아 연산처리하는 제어부(370)와,A control unit 370 that calculates the precise position of the GPS antenna 341 using the GPS correction value received from the DGPS receiver 330, receives an angle and a distance of the measured point measured from the measuring unit 320, and calculates and processes the received position. , 토탈스테이션본체(310)에 설치되어 제어부(370)로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유·무선으로 송출하는 데이터송신기(380)를 갖춘 토탈스테이션(300)과;A total station 300 installed in the total station main body 310 and having a data transmitter 380 for receiving the angle and distance measurement calculated from the control unit 370 and the position coordinates of the measuring point and transmitting the wires and wireless lines; 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(380)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 380 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 데이터처리부(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. A data processing unit 430 to generate, 데이터처리부(430)로부터 수신받은 도화이미지를 지면 또는 디스플레이 상에 출력하도록 프로그래밍 된 도화이미지출력부(440)를 갖춘 수치정보변환처리장치(400)를 포함하는 것을 특징으로 하는 지피에스정보를 적용한 항공영상의 도화시스템.Aerial image to which GPS information is applied comprises a numerical information conversion processing apparatus 400 having a drawing image output unit 440 programmed to output a drawing image received from the data processing unit 430 on a ground or a display. Drawing system.
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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101223179B1 (en) * 2012-08-07 2013-01-21 (주)아세아항측 Numerical map variation ratio analysis system
KR101225753B1 (en) 2012-07-18 2013-01-23 (주)대지이엔지 Surveying 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
KR101234348B1 (en) 2012-09-21 2013-02-15 주식회사 미래지중정보 Geographical information survey land data confirmation system by topography change
KR101242565B1 (en) 2012-10-31 2013-03-19 네이버시스템(주) Image drawing management system for precisely processing of picture image of unknown topograph
KR101307778B1 (en) 2012-05-02 2013-09-12 한국항공우주연구원 Active tansponder
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
KR101597217B1 (en) * 2015-11-17 2016-02-24 (주)대지이엔지 Coordinates confirm system for manufacturing numerical map by aerial photography and GPS surveying information
KR102458817B1 (en) * 2022-03-18 2022-10-26 주식회사 네브시스 High-performance, embedded multi-gnss receiver

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 (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101307778B1 (en) 2012-05-02 2013-09-12 한국항공우주연구원 Active tansponder
KR101225753B1 (en) 2012-07-18 2013-01-23 (주)대지이엔지 Surveying 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
KR101234348B1 (en) 2012-09-21 2013-02-15 주식회사 미래지중정보 Geographical information survey land data confirmation system by topography change
KR101242565B1 (en) 2012-10-31 2013-03-19 네이버시스템(주) Image drawing management system for precisely processing of picture image of unknown topograph
KR101349213B1 (en) 2013-07-12 2014-01-15 (주)미도지리정보 System for verifying elevation by leveling survey
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
KR101597217B1 (en) * 2015-11-17 2016-02-24 (주)대지이엔지 Coordinates confirm system for manufacturing numerical map by aerial photography and GPS surveying information
KR102458817B1 (en) * 2022-03-18 2022-10-26 주식회사 네브시스 High-performance, embedded multi-gnss receiver

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