KR101210539B1 - Geodetic survey date confirmation system - Google Patents

Geodetic survey date confirmation system Download PDF

Info

Publication number
KR101210539B1
KR101210539B1 KR1020120048706A KR20120048706A KR101210539B1 KR 101210539 B1 KR101210539 B1 KR 101210539B1 KR 1020120048706 A KR1020120048706 A KR 1020120048706A KR 20120048706 A KR20120048706 A KR 20120048706A KR 101210539 B1 KR101210539 B1 KR 101210539B1
Authority
KR
South Korea
Prior art keywords
hole
total station
geodetic
fixing
height adjuster
Prior art date
Application number
KR1020120048706A
Other languages
Korean (ko)
Inventor
이천용
노우균
Original Assignee
대한항업(주)
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 대한항업(주) filed Critical 대한항업(주)
Priority to KR1020120048706A priority Critical patent/KR101210539B1/en
Application granted granted Critical
Publication of KR101210539B1 publication Critical patent/KR101210539B1/en

Links

Images

Classifications

    • 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
    • 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
    • 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
    • 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
    • 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

Abstract

PURPOSE: A geodesy information confirming system surveying a level of a surface of the ground and a distance between geographical features is provided to protect a survey operator from strong lights, thereby improving a working environment and efficiently surveying. CONSTITUTION: A geodesy information confirming system comprises a reference station(10), a surveying device, and a geodesy information confirming device(30). The reference station receives a current position value from a satellite(G) and computing the current position value and an saved absolute value, thereby wirelessly transmitting a GPS correction value. The surveying device comprises a surveying device body and a total station device. The total station device comprises an installation body, a height regulating body, a light shielding device, and a height regulating body fixing member. The installation body comprises a fixing body having an insertion hole and a plurality of fixing holes and a plurality of supporting legs. The height regulating body is inserted into the insertion hole of the installation body to be movable. The height regulating body fixing body fixes the height regulating body to the fixing body. The total station device measure an angle and distance of a measurement point and calculates a location coordinate of the measurement point, thereby displaying and saving the same. The geodesy information confirming device comprises a reception module(31) and a geodesy information confirming module(32). [Reference numerals] (11,112) GPS receiver; (111) DGPS receiver; (113) Measuring device unit; (115) Data transmitter; (11a,112a) GPS antenna; (12,114) Control unit; (13) DGPS transmitter; (13a,111a) DGPS antenna; (31) Reception module; (32) Geodesy information confirming module

Description

지표면의 수준측량과 지형 간 거리를 측량하는 측지정보 확인시스템{Geodetic Survey Date Confirmation System}Geodetic Survey Date Confirmation System for surveying the level between surface leveling and terrain

본 발명은 지표면의 수준측량과 지형 간 거리를 측량하는 측지정보 확인시스템에 관한 것이다.The present invention relates to a geodetic information confirmation system for surveying the distance between the level of the surface and the terrain.

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.(대한민국 등록특허 10-0954221호 참조)Therefore, the error should be corrected by measuring the point where the error occurred, and in order to precisely measure the measurement point, a device called a total station is generally used. (Refer to Republic of Korea Patent Registration 10-0954221)

상기 토탈스테이션(Total Station)을 간략하게 설명하면, 전자식 세오돌라이트(Electronic Theodolite)와 광파측거기(EDM:Electro-Optical Instruments)가 하나의 기기로 통합되어 있는 것으로, 토탈스테이션(TotalStation)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 거리를 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 total station structure is greatly increased. It is divided into four types: vertical angle detection unit for measuring the vertical angle caused by vertical movement of the telescope, horizontal angle detection unit for measuring the horizontal angle caused by the 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.

한편 상기 토탈스테이션을 통해 지표면을 측지할 시, 일정 기준을 통해 정해진 수준점의 좌표가 정확한지 수준 측량을 통해 확인하고, 지형 간 거리를 측량하여, 정확한 좌표를 확인할 필요가 있다.On the other hand, when geodetic land surface through the total station, it is necessary to check whether the coordinates of the level point determined by a certain standard is correct through the level measurement, and to measure the distance between the terrain, the exact coordinates.

하지만 종래에는 이러한 시스템이 없어, 수준점에 변화가 생겼을 경우, 이를 신속하면서도 올바르게 보정 하기가 어려웠으며, 이로 인해 정확한 측지데이터를 확보할 수 없는 문제점이 있어, 이러한 문제점을 해결할 수 있는 측지시스템의 필요성이 꾸준히 제기되고 있다.However, in the past, such a system does not exist, and when a change is made in the level point, it is difficult to correct it quickly and correctly. As a result, there is a problem in that accurate geodetic data cannot be obtained. It is being raised steadily.

또한 이러한 측지 작업을 수행하는 작업자가 편리하게 측지작업을 할 수 있는 토탈스테이션 장치의 필요성이 꾸준히 제기되고 있는 실정이다.In addition, the need for a total station device that can be conveniently geodetic by the operator who performs the geodetic work is constantly being raised.

상기와 같은 과제를 해결하기 위한 본 발명은, 작업자가 편리하게 수준 및 지형 간 거리를 측량할 수 있는 지표면의 수준측량과 지형 간 거리를 측량하는 측지정보 확인시스템을 제공하는 것을 해결하고자 하는 과제로 한다.The present invention for solving the above problems, to provide a geodetic information confirmation system for surveying the level of the ground surface and the distance between the terrain that the operator can easily survey the level and the distance between the terrain. do.

상기와 같은 과제를 해결하기 위한 본 발명은,The present invention for solving the above problems,

위성(G)으로부터 현재 위치값을 수신받아 현재 위치값과 저장된 절대값을 상호연산하여 GPS보정값을 무선송출하는 기준국(10),A reference station 10 which receives the current position value from the satellite G and wirelessly transmits the GPS correction value by mutually computing the current position value and the stored absolute value,

중심부에 형성되며 상하로 관통된 삽입홀(211a)과, 측방으로 관통되어 삽입홀(211a)에 각각 연통되며 방사형을 이루도록 배치되는 다수의 고정홀(211b)을 갖춘 고정체(211), 고정체(211)에 설치되어 고정체(211)을 지지하는 다수의 지지다리(212)를 구비한 설치체(210)와;Fixture 211 formed in the center and having a plurality of fixing holes 211b which are arranged to form a radially penetrating through the side and inserted into the insertion hole 211a, respectively, penetrating up and down, the fixed body 211 An installation body 210 having a plurality of support legs 212 installed at the 211 to support the fixed body 211;

측방으로 관통형성되며 길이방향을 따라 일정간격으로 이격되어 형성되는 다수의 멀티홀(221)을 갖추고서 설치체(210)의 삽입홀(211a)에 이동가능하게 삽입되는 높이조절체(220)와;It is formed through the side and has a plurality of multi-holes 221 are formed spaced apart at regular intervals along the longitudinal direction and the height adjuster 220 which is movably inserted into the insertion hole (211a) of the mounting body 210 and ;

높이조절체(220)의 멀티홀(221)에 맞대어져 연통되는 고정홀(231a)을 갖춘 지지체(231), 지지체(231)에 상하회동가능하게 설치되는 회전체(232), 높이조절체(220)의 멀티홀(221) 및 지지체(231)의 고정홀(231a)에 착탈가능하게 삽입되어 지지체(221)를 높이조절체(230)에 고정하는 차광기구체결부재(233), 회전체(232)의 상부에 설치되는 중심축(235), 일단이 중심축(235)에 횡방향으로 회전가능하게 설치되며 전체적으로 부채꼴 형상을 이루어 접히거나 펼쳐지는 다수의 부채살(234a)와, 다수의 부채살(234a) 간에 설치되어 빛을 차광하는 차광막(234b)을 갖춘 차광체(234), 멀티홀(221)과 맞대어지는 체결홀(236a1)을 갖추고서 지지체(231) 및 회전체(232)의 하부에 배치되어 회전체(232)의 하방이동을 제한하는 이동제한체(236a)와, 멀티홀(221) 및 체결홀(236a1)에 착탈가능하게 삽입되어 이동제한체(236a)를 높이조절체(220)에 고정하는 이동제한체체결부재(236b)를 구비한 이동제한기구(236)를 갖춘 차광기구(230)와;Support 231 having a fixing hole 231a which is in communication with the multi-hole 221 of the height adjuster 220, a rotating body 232 is installed to be supported by the support 231, the height adjuster ( Light-shielding mechanism fastening member 233 and a rotating body which are detachably inserted into the multi-hole 221 of 220 and the fixing hole 231a of the support 231 to fix the support 221 to the height adjuster 230. A central shaft 235 is installed on the upper portion of the upper portion 232, one end is rotatably installed in the central axis 235 and formed in a fan shape as a whole, a plurality of fan blades (234a) that are folded or unfolded, a plurality of fan blades ( A light shielding body 234 having a light shielding film 234b disposed between the 234a and shielding light, and a fastening hole 236a1 facing the multi-hole 221 to be provided under the support 231 and the rotating body 232. A movement limiting member 236a disposed to restrict downward movement of the rotating body 232, and is detachably inserted into the multi-hole 221 and the fastening hole 236a1. A light shielding mechanism 230 having a movement limiting mechanism 236 having a movement limiting fastening member 236b for fixing the restricting member 236a to the height adjuster 220;

고정체(211)의 고정홀(211b) 및 높이조절체(220)의 멀티홀(221)에 착탈가능하게 삽입되어 높이조절체(221)를 고정체(211)에 고정하는 높이조절체체결부재(250); 를 갖춘 측지장치본체(200):Height-adjusting fastening member which is removably inserted into the fixing hole 211b of the fixing body 211 and the multi-hole 221 of the height adjusting body 220 to fix the height adjusting body 221 to the fixing body 211. 250; Geodetic device body 200 with:

측정점의 각도와 거리측정, 측정점의 위치좌표를 산출해 표시 및 저장하는 기능 및 유무선 통신기능을 갖추고서, 고정체(211)의 상부에 배치되되, 높이조절체(220)에 이웃되게 배치되는 토탈스테이션(110)과; 높이조절체(220)의 멀티홀(221)과 맞대어져 연통되는 연결홀(121)을 갖추고서, 토탈스테이션(310)의 측부에 구비되어 높이조절체(220)에 착탈가능하게 설치되는 연결체(120)과; 연결체(120)의 연결홀(121) 및 높이조절체(220)의 멀티홀(221)에 삽입되어, 토탈스테이션(110)을 측지장치본체(200)에 고정하는 토탈스테이션체결부재(130); 를 구비한 토탈스테이션장치(100):Total angle is disposed on the upper part of the fixed body 211, and has a function of measuring and displaying the angle and distance of the measuring point, the position coordinates of the measuring point and display and storage, and wired and wireless communication function, the neighboring to the height adjuster 220 Station 110; Having a connection hole 121 which is in communication with the multi-hole 221 of the height adjuster 220, the connector provided on the side of the total station 310 detachably installed on the height adjuster 220 120; The total station fastening member 130 is inserted into the connection hole 121 of the connecting body 120 and the multi-hole 221 of the height adjusting body 220 to fix the total station 110 to the geodetic device body 200. ; Total station apparatus 100 having:

갖춘 측지장치(20),Equipped geodetic device (20),

측정장치(B)의 토탈스테이션(110)으로부터 수준측량 데이터 및 지형간 거리 데이터를 수신하는 수신모듈(31):Receiving module 31 for receiving the leveling data and the distance data between the terrain from the total station 110 of the measuring device (B):

수신모듈로부터의 수준측량 데이터 및 지형간 거리 데이터를 통해 측지정보의 변화를 확인하는 측지정보확인모듈(32):Geodetic information confirmation module 32 for confirming the change of geodetic information through the leveling data and the terrain distance data from the receiving module:

를 갖춘 측지정보확인장치(30),Geodetic information confirmation device 30,

를 포함하는 것을 특징으로 한다.Characterized in that it comprises a.

상기와 같은 본 발명에 따르면, 측지장치를 통해 수준 측량이 가능하며, 지형간 거리를 측량할 수 있는 효과가 있다.According to the present invention as described above, leveling is possible through a geodetic device, there is an effect that can measure the distance between the terrain.

특히 본 발명은 측량 작업자가 강한 빛으로부터 보호받을 수 있어, 작업환경이 우수하여 효율적인 측지작업이 가능하며, 작업자가 측정방향을 바꾸더라도 작업자는 계속적으로 강한 빛으로부터 보호받을 수 있어, 작업자의 위치에 상관없이 효율적인 작업이 가능한 효과가 있다.In particular, the present invention is that the surveying worker can be protected from the strong light, the working environment is excellent, efficient geodetic work is possible, and even if the operator changes the measurement direction, the operator can be protected from the strong light continuously, the position of the worker Regardless, it is effective to work efficiently.

도 1은 본 발명을 나타낸 시스템도이고,
도 2는 차광기구가 접혀진 상태의 측지장치본체를 나타낸 부분 단면도이고,
도 3은 차광기구가 펼쳐지고 토탈스테이션장치가 설치된 상태의 측지장치를 나타낸 부분 단면도이고,
도 4는 도 3의 일부를 나타낸 상세도이고,
도 5는 본 발명의 고정체를 나타낸 평단면도이고,
도 6은 본 발명의 차광기구가 펼쳐진 상내를 나타낸 평면도이고,
도 7은 본 발명의 측정장치본체를 나타내기 위한 평단면도이고,
도 8 내지 도 11은 본 발명의 작용을 설명하기 위한 도면이다.1 is a system diagram showing the present invention,
2 is a partial cross-sectional view showing the geodetic device body in a state where the shading mechanism is folded,
3 is a partial cross-sectional view showing a geodetic device in a state where the shading mechanism is unfolded and a total station apparatus is installed;
4 is a detailed view of a portion of FIG. 3;
5 is a plan sectional view showing a fixture of the present invention,
6 is a plan view showing the inside of the light-shielding mechanism of the present invention unfolded,
7 is a plan sectional view showing the measuring device main body of the present invention,
8 to 11 are views for explaining the operation of the present invention.

이하 첨부도면에 의거하여 본 발명을 상세히 설명하면 다음과 같다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명을 나타낸 시스템도이고, 도 2는 차광기구가 접혀진 상태의 측지장치본체를 나타낸 부분 단면도이고, 도 3은 차광기구가 펼쳐지고 토탈스테이션장치가 설치된 상태의 측지장치를 나타낸 부분 단면도이고, 도 4는 도 3의 일부를 나타낸 상세도이고, 도 5는 본 발명의 고정체를 나타낸 평단면도이고, 도 6은 본 발명의 차광기구가 펼쳐진 상내를 나타낸 평면도이고, 도 7은 본 발명의 측정장치본체를 나타내기 위한 평단면도로서, 도 1 내지 도 7을 참조하여 본 발명을 설명하면 다음과 같다.1 is a system diagram showing the present invention, Figure 2 is a partial cross-sectional view showing the geodetic device body in the state that the shading mechanism is folded, Figure 3 is a partial cross-sectional view showing a geodetic device with the shading mechanism is expanded and the total station device is installed; 4 is a detailed view showing a part of FIG. 3, FIG. 5 is a plan sectional view showing a fixture of the present invention, FIG. 6 is a plan view showing the inside of the light shielding mechanism of the present invention, and FIG. 7 is a view of the present invention. When the present invention is described with reference to Figs.

본 발명에 따른 지표면의 수준측량과 지형 간 거리를 측량하는 측지정보 확인시스템은 기준국(10)과, 측지장치(20) 및, 측지정보확인장치(30)를 포함한다.The geodetic information confirmation system for surveying the level of the surface and the distance between the terrain according to the present invention includes a reference station 10, geodetic device 20 and geodetic information confirmation device (30).

상기 기준국(10)은, GPS안테나(11a)를 갖추고서, 인공위성(G)로부터 위치값을 수신받는 GPS수신기(11)와, GPS수신기(11)로부터 전달받은 현재의 위치값과 저장된 절대값을 상호 연산하여 GPS보정값을 출력하는 제어부(12)와, DGPS안테나(13a)를 갖추고서, 제어부(12)로부터 GPS보정값을 전달받아 외부로 무선송출하는 DGPS송신기(13)로 구성된다.The reference station 10 is equipped with a GPS antenna 11a, the GPS receiver 11 receiving the position value from the satellite G, the current position value and the stored absolute value received from the GPS receiver 11. And a DGPS transmitter 13 which receives the GPS correction value from the control unit 12 and wirelessly transmits the result to the control unit 12 for outputting the GPS correction value by mutually computing the DGPS antenna 13a.

본 실시예의 경우 상기 기준국(10)의 제어부(12)를 통해 연산된 GPS보정 값(즉 위치 값)은 DGPS송신기(13)로 전달되고, DGPS송신기(13)와 연결된 DGPS안테나(13a)를 통해 이후에 설명된 토탈스테이션(110)의 DGPS안테나로 무선송출하게 된다. In the present embodiment, the GPS correction value (that is, the position value) calculated by the control unit 12 of the reference station 10 is transferred to the DGPS transmitter 13 and the DGPS antenna 13a connected to the DGPS transmitter 13 is connected. Through the wireless transmission to the DGPS antenna of the total station 110 described later.

상기 측지장치(20)는 측지장치본체(200)와, 측지장치본체(200)에 설치되는 토탈스테이션장치(100)를 갖춘다.The geodetic device 20 has a geodetic device body 200, and a total station device 100 is installed in the geodetic device body 200.

상기 측지장치본체(200)는 설치체(210)와, 높이조절체(220)와, 차광기구(230)와, 높이조절체체결부재(250)를 갖춘다.The geodetic apparatus main body 200 has an installation body 210, a height adjusting body 220, a light shielding mechanism 230, and a height adjusting fastening member 250.

상기 설치체(210)는 중심부에 형성되며 상하로 관통된 삽입홀(211a)과, 측방으로 관통되어 삽입홀(211a)에 각각 연통되며 방사형을 이루도록 배치되는 다수의 고정홀(211b)을 갖춘 고정체(211), 고정체(211)에 설치되어 고정체(211)을 지지하는 다수의 지지다리(212)를 갖춘다. 본 실시예에서 고정체(211)는 원판 형상을 이루는 것이 바람직하며, 지지다리(212)는 4개가 구비되어 안정적으로 고정체(211)를 지지하는 것이 바람직하다.The installation body 210 is formed in the center and has an insertion hole 211a penetrated up and down, and has a plurality of fixing holes 211b which are arranged to be radially and communicated with the insertion hole 211a, respectively. It is provided with a plurality of support legs 212 installed in the stagnation 211, the fixed body 211 to support the fixed body 211. In the present embodiment, it is preferable that the fixing body 211 forms a disc shape, and four supporting legs 212 are provided to stably support the fixing body 211.

상기 높이조절체(220)는, 측방으로 관통형성되며 길이방향을 따라 일정간격으로 이격되어 형성되는 다수의 멀티홀(221)을 갖추고서, 설치체(210)의 삽입홀(211a)에 이동가능하게 삽입된다. 본 실시예에서 높이조절체(220)은 원형 바 형상을 이루는 것이 바람직하지만 사각바 등 다양하게 변형될 수도 있다.The height adjuster 220 has a plurality of multi-holes 221 formed through the side and spaced apart at regular intervals along the longitudinal direction, can be moved to the insertion hole (211a) of the mounting body 210 Is inserted. In this embodiment, the height adjuster 220 is preferably formed in a circular bar shape, but may be variously modified, such as a square bar.

상기 차광기구(230)는 지지체(231)와, 회전체(232)와, 차광기구체결부재(233)와, 중심축(235)과, 차광체(234) 및, 이동제한기구(236)를 갖춘다. The light blocking mechanism 230 includes a support 231, a rotating body 232, a light blocking mechanism fastening member 233, a central axis 235, a light blocking body 234, and a movement limiting mechanism 236. Equipped.

상기 지지체(231)는 높이조절체(220)의 멀티홀(221)에 맞대어져 연통되는 고정홀(231a)을 갖추고서, 높이조절체(220)에 착탈가능하게 설치된다. The support 231 is provided with a fixing hole (231a) that is in communication with the multi-hole 221 of the height adjuster 220, is detachably installed in the height adjuster (220).

상기 회전체(232)는 별도의 회전축(미인출)를 매개로 지지체(231)에 상하회동가능하게 설치된다.The rotating body 232 is installed to the upper and lower pivots on the support 231 via a separate rotating shaft (not drawn out).

상기 차광기구체결부재(233)는 높이조절체(220)의 멀티홀(221) 및 지지체(231)의 고정홀(231a)에 착탈가능하게 삽입되어 지지체(221)를 높이조절체(232)에 고정한다. 이때 차광기구체결부재(232)는 나사산결합되는 것이 바람직하다.The light blocking mechanism fastening member 233 is detachably inserted into the multi-hole 221 of the height adjuster 220 and the fixing hole 231a of the support 231 to attach the support 221 to the height adjuster 232. Fix it. At this time, the light shielding mechanism fastening member 232 is preferably screwed.

상기 중심축(235)은 회전체(232)의 상부에 설치되어 상방으로 돌출된다.The central shaft 235 is installed on the upper portion of the rotating body 232 to protrude upward.

상기 차광체(234)는 일단이 중심축(235)에 횡방향으로 회전가능하게 설치되며 전체적으로 부채꼴 형상을 이루어 접히거나 펼쳐지는 다수의 부채살(234a)과, 다수의 부채살(234a) 간에 설치되어 빛을 차광하는 차광막(234b)을 갖춘다. 이때 차광막(234b)은 부채살(234a)의 이동에 따라 용이하게 펴지거나 접히기 위해 접는선이 형성되는 것이 바람직하며, 재질은 천 재질 등으로 이루어질 수 있다.The light shielding body 234 is rotatably installed in the transverse direction on one end of the central axis 235 and is formed between a plurality of fan blades 234a, which are folded or unfolded in a fan shape as a whole, and a plurality of fan blades 234a. A light shielding film 234b for shielding light is provided. In this case, the light shielding film 234b may be formed to have a folding line so as to be easily extended or folded according to the movement of the fan blade 234a. The material may be made of a cloth material.

상기 이동제한기구(236)는 멀티홀(221)과 맞대어지는 체결홀(236a1)을 갖추고서 지지체(231) 및 회전체(232)의 하부에 배치되어 회전체(232)의 하방이동을 제한하는 이동제한체(236a)와, 멀티홀(221) 및 체결홀(236a1)에 착탈가능하게 삽입되어 이동제한체(236a)를 높이조절체(220)에 고정하는 이동제한체체결부재(236b)를 갖춘다. 이때 이동제한체체결부재(236b)는 나사산결합되는 것이 바람직하다.The movement limiting mechanism 236 has a fastening hole 236a1 facing the multi-hole 221 and is disposed below the support 231 and the rotating body 232 to restrict downward movement of the rotating body 232. The movement limiting member 236b is detachably inserted into the movement limiting member 236a and the multi-hole 221 and the fastening hole 236a1 to fix the movement limiting member 236a to the height adjuster 220. Equipped. At this time, the movement limiting fastening member 236b is preferably threaded.

상기 높이조절체체결부재(250)는, 고정체(211)의 고정홀(211b) 및 높이조절체(220)의 멀티홀(221)에 착탈가능하게 삽입되어 높이조절체(221)를 고정체(211)에 고정한다. 본 실시예에서 높이조절체체결부재(250)는 볼트부(251)와 너트부(252)를 갖춰, 볼트부(251)에 너트부(252)가 체결됨으로써, 높이조절체(221)를 고정체(211)에 고정한다.The height adjustment fastening member 250 is detachably inserted into the fixing hole 211b of the fixing body 211 and the multi-hole 221 of the height adjusting body 220 to fix the height adjusting body 221. Fix to (211). In the present embodiment, the height adjusting fastening member 250 includes a bolt part 251 and a nut part 252, and the nut part 252 is fastened to the bolt part 251, thereby fixing the height adjusting body 221. It is fixed to the stagnation 211.

상기 토탈스테이션장치(100)는 토탈스테이션(110)과, 토탈스테이션(110)에 구비되는 연결체(120)와, 토탈스테이션(110)을 측지장치본체(200)에 고정하는 토탈스테이션체결부재(130)를 갖춘다.The total station apparatus 100 includes a total station 110, a connecting body 120 provided in the total station 110, and a total station fastening member for fixing the total station 110 to the geodetic device main body 200 ( 130).

상기 토탈스테이션(110)은, 고정체(211)의 상부에 배치되되, 높이조절체(220)에 이웃되게 배치되며, 기준국(10)으로부터 GPS보정 값과 위성(G)로부터 받은 GPS 값을 연산하여, 자신의 정밀위치를 확인하고, 상기 정밀위치를 기준으로 측정점의 좌표를 연산처리하기 위해 측정점의 각도와 거리를 정밀 측위하여 유,무선 송출한다. The total station 110 is disposed on the upper portion of the fixed body 211, is disposed adjacent to the height adjuster 220, the GPS correction value from the reference station 10 and the GPS value received from the satellite (G) In order to calculate its own precise position, and to calculate and process the coordinates of the measuring point based on the precise position, the angle and distance of the measuring point are precisely positioned and wired and wirelessly transmitted.

이때 상기 토탈스테이션(110)은, DGPS안테나(111a)를 갖추고서, 기준국(10)의 DGPS송신기(13)로부터 GPS보정 값을 수신받는 DGPS수신기(111)와, GPS안테나(112a)를 갖추고서, 위성(G)으로부터 현재 위치값을 수신받는 GPS수신기(112)와, 일측에 렌즈부를 갖추고서, 측정점의 각도와 거리를 정밀측정할 수 있도록 된 측정장치부(113)와, DGPS수신기(111)로부터 받은 GPS보정 값을 이용하여 GPS안테나(112a)의 정밀위치 연산을 통해 토탈스테이션(100)의 정밀위치를 확인하고, 측정장치부(113)로부터 측정된 측정점의 각도와 거리를 입력받아 상기 정밀위치를 기준으로 상기 측정점의 위치좌표를 연산처리하는 제어부(114)와, 제어부(114)로부터 연산된 측정점의 각도와 거리측정 및 측정점의 위치좌표를 전달받아 유,무선으로 송출하는 데이터송신기(115)를 갖춘다.In this case, the total station 110 is equipped with a DGPS antenna 111a, and has a DGPS receiver 111 and a GPS antenna 112a that receive GPS correction values from the DGPS transmitter 13 of the reference station 10. In addition, the GPS receiver 112 which receives the current position value from the satellite G, a measuring unit 113 having a lens unit on one side, to accurately measure the angle and distance of the measuring point, and a DGPS receiver ( Check the precise position of the total station 100 by calculating the precise position of the GPS antenna 112a using the GPS correction value received from 111, and input the angle and distance of the measured point measured from the measuring unit 113. The control unit 114 for calculating the position coordinates of the measuring point based on the precision position, and the data transmitter receives the angle and distance measurement and the position coordinates of the measuring point calculated from the control unit 114 and transmits the wires and wirelessly. Equipped with 115.

한편 상기 토탈스테이션(110)은 측지 측량에 사용되는 통상의 것으로 이에 대한 자세한 설명은 생략하기로 한다.Meanwhile, the total station 110 is a conventional one used for geodetic surveying and a detailed description thereof will be omitted.

이때 상기 토탈스테이션(110)은 토탈스테이션(110)의 렌즈부를 용이하게 바라볼 수 있도록 높이조절체(220)에 이웃되게 배치되는 것이 바람직하다. In this case, the total station 110 is preferably disposed adjacent to the height adjuster 220 so that the total station 110 can easily look at the lens unit.

상기 연결체(120)는 높이조절체(220)의 멀티홀(221)과 맞대어져 연통되는 연결홀(121)을 갖추고서, 토탈스테이션(310)의 측부에 구비되어 높이조절체(220)에 착탈가능하게 설치된다. The connecting body 120 is provided with a connection hole 121 which is in communication with the multi-hole 221 of the height adjusting body 220, is provided on the side of the total station 310 to the height adjusting body 220 It is detachably installed.

상기 토탈스테이션체결부재(130)는 연결체(120)의 연결홀(121) 및 높이조절체(220)의 멀티홀(221)에 삽입되어, 토탈스테이션(110)을 측지장치본체(200)에 고정한다. 본 실시예에서 토탈스테이션체결부재(130)는 연결체(120) 및 높이조절체(220)와 결합할 시, 나사산 결합되는 것이 바람직하다.The total station fastening member 130 is inserted into the connecting hole 121 of the connecting body 120 and the multi-hole 221 of the height adjusting body 220, the total station 110 to the geodetic apparatus main body 200 Fix it. In the present embodiment, when the total station fastening member 130 is coupled to the connector 120 and the height adjuster 220, it is preferable that the thread is coupled.

상기 측지정보확인장치(30)는 토탈스테이션(110)의 데이터송신기(115)로부터 수준측량 데이터 및 지형간 거리 데이터를 수신하는 수신모듈(31)과, 수신모듈(31)로부터의 수준측량 데이터 및 지형간 거리 데이터를 통해 측지정보의 변화를 확인하는 측지정보확인모듈(32)을 갖춘다.
The geodetic information checking device 30 is a receiving module 31 for receiving the leveling data and the distance distance data from the data transmitter 115 of the total station 110, the leveling data from the receiving module 31 and Geodetic information confirmation module 32 for confirming the change of geodetic information through the distance data between the terrain.

도 8 내지 도 11은 본 발명의 작용을 설명하기 위한 도면으로서, 도 8 내지 도 11를 참고하여 본 발명의 작용을 설명하면 다음과 같다.8 to 11 are views for explaining the operation of the present invention, the operation of the present invention with reference to FIGS. 8 to 11 as follows.

우선 작업자는 측지장치본체(200)를 수준점 또는 지형 간의 거리 측지를 필요로 하는 곳에 위치시키고, 도 8과 같이 측지장치(20)가 측지가능하도록 셋팅한다. 이때 차광기구(230)는 펼쳐져 하부에 그늘이 형성되도록 한다.First, the operator places the geodetic device main body 200 where it is necessary to measure the distance between the level point or the terrain, and sets the geodetic device 20 to be geodetic as shown in FIG. 8. At this time, the light shielding mechanism 230 is unfolded to form a shade at the bottom.

한편 본 발명은 도 9와 같이 높이조절체(220)에 차광체(234)의 설치위치를 다르게 하여 차광체(234)의 설치높이를 변경할 수 있다.Meanwhile, the present invention may change the installation height of the light shield 234 by changing the installation position of the light shield 234 on the height adjuster 220 as shown in FIG. 9.

계속해서 상기 작업자는 도 10과 같이 토탈스테이션장치(100)를 고정체(211)의 상부에 배치시킨 후, 토탈스테이션체결부재(130)를 통해 토탈스테이션장치(100)의 연결체(120)를 높이조절체(220)에 고정하여, 토탈스테이션(110)이 높이조절체(220)에 설치되도록 한다.Subsequently, the worker arranges the total station apparatus 100 on the upper portion of the stationary body 211 as shown in FIG. 10, and then connects the connecting body 120 of the total station apparatus 100 through the total station fastening member 130. Fixed to the height adjuster 220, so that the total station 110 is installed on the height adjuster (220).

이때 상기 작업자는 높이조절체체결부재(250)를 분리하여, 고정체(211)와 높이조절체(220)의 결속을 해제한 후, 토탈스테이션체결부재(130)를 잡고 토탈스테이션장치(100)를 측정하고자 하는 방향을 향해 회전시키면서 측정작업을 할 수 있다. 여기서 차광체(234)는 작업자를 따라 이동하면서 작업자의 머리 위에 위치하기 때문에 작업자가 강한 빛으로부터 보호될 수 있다.At this time, the operator removes the height adjusting fastening member 250, releases the binding between the fixed body 211 and the height adjusting body 220, grasping the total station fastening member 130, the total station device 100 You can measure by rotating toward the direction you want to measure. Here, since the light shield 234 is located above the head of the worker while moving along the worker, the worker may be protected from strong light.

한편 상기 작업자는 한 곳을 장시간 측정해야 할 시, 토탈스테이션장치(110)가 측정위치를 향하도록 한 후, 높이조절체체결부재(250)를 통해 높이조절체(220)을 고정체(211)에 고정시킴으로써, 토탈스테이션장치(110)의 측정방향을 변화하여, 토탈스테이션장치(110)의 측정방향을 도 11과 같이 고정할 수 있다.On the other hand, when the operator needs to measure one place for a long time, the total station apparatus 110 is directed to the measurement position, and then the height adjusting body 220 through the height adjusting fastening member 250 fixed body 211 By fixing to the direction of measurement of the total station apparatus 110, the measurement direction of the total station apparatus 110 can be fixed as shown in FIG.

상기와 같은 작업을 통해 측정장치(20)의 측정 셋팅이 완료되면, 작업자는 수준점 또는 지형 간의 거리를 측량하여 측지정보를 수집하고, 수집된 측지정보는 데이터송신기(115)를 통해 송출되고, 측지정보확인장치(30)의 수신모듈(31)은 송출된 측지정보를 수신하여 측지정보확인모듈(32)로 출력한다.When the measurement setting of the measuring device 20 is completed through the above operation, the operator collects geodetic information by measuring the distance between the level point or the terrain, and the collected geodetic information is sent out through the data transmitter 115, geodetic The receiving module 31 of the information checking device 30 receives the sent geodetic information and outputs it to the geodetic information checking module 32.

그러면 상기 측지정보확인모듈(32)은 수준점의 측지정보가 기존의 측지정보와 동일한 지 확인하여 수준점의 변화 여부를 확인하거나, 지형 간 거리가 기존의 거리와 동일한 지 확인하여 지형 간 거리의 변화 여부를 확인한다.
Then, the geodetic information checking module 32 checks whether the geodetic information of the level point is the same as the existing geodetic information to check whether the level point is changed or whether the distance between the terrains is changed by checking whether the distance between the terrain is the same as the existing distance. Check it.

상술한 바와 같이 본 발명은 측지장치(20)를 통해 수준 측량이 가능하며, 지형간 거리를 측량할 수 있다.As described above, the present invention can be leveled through the geodetic device 20, and can measure the distance between the terrains.

특히 본 발명은 측량 작업자가 강한 빛으로부터 보호받을 수 있어, 작업환경이 우수하여 효율적인 측지작업이 가능하며, 작업자가 측정방향을 바꾸더라도 작업자는 계속적으로 강한 빛으로부터 보호받을 수 있어, 작업자의 위치에 상관없이 효율적인 작업이 가능하다. In particular, the present invention is that the surveying worker can be protected from the strong light, the working environment is excellent, efficient geodetic work is possible, and even if the operator changes the measurement direction, the operator can be protected from the strong light continuously, the position of the worker Efficient work is possible no matter what.

또한 본 발명은 차광기구(230)가 접이식이어서 사용 및 보관이 용이하다.In addition, the present invention is easy to use and store the light shielding mechanism 230 is foldable.

10; 기준국 11; GPS수신기
12; 제어부 13; DGPS송신기
20; 측지장치 210; 설치체
220; 높이조절체 230; 차광기구
250; 높이조절체체결부재 30; 측지정보확인장치
31; 수신모듈 32; 측지정보확인모듈10; Reference station 11; GPS receiver
12; A controller 13; DGPS Transmitter
20; Geodetic device 210; Installation
220; Height regulator 230; Shading
250; Height adjustment fastening member 30; Geodetic information confirmation device
31; Receiving module 32; Geodetic information confirmation module

Claims (1)

위성(G)으로부터 현재 위치값을 수신받아 현재 위치값과 저장된 절대값을 상호연산하여 GPS보정값을 무선송출하는 기준국(10),
중심부에 형성되며 상하로 관통된 삽입홀(211a)과, 측방으로 관통되어 삽입홀(211a)에 각각 연통되며 방사형을 이루도록 배치되는 다수의 고정홀(211b)을 갖춘 고정체(211), 고정체(211)에 설치되어 고정체(211)을 지지하는 다수의 지지다리(212)를 구비한 설치체(210)와;
측방으로 관통형성되며 길이방향을 따라 일정간격으로 이격되어 형성되는 다수의 멀티홀(221)을 갖추고서 설치체(210)의 삽입홀(211a)에 이동가능하게 삽입되는 높이조절체(220)와;
높이조절체(220)의 멀티홀(221)에 맞대어져 연통되는 고정홀(231a)을 갖춘 지지체(231), 지지체(231)에 상하회동가능하게 설치되는 회전체(232), 높이조절체(220)의 멀티홀(221) 및 지지체(231)의 고정홀(231a)에 착탈가능하게 삽입되어 지지체(221)를 높이조절체(230)에 고정하는 차광기구체결부재(233), 회전체(232)의 상부에 설치되는 중심축(235), 일단이 중심축(235)에 횡방향으로 회전가능하게 설치되며 전체적으로 부채꼴 형상을 이루어 접히거나 펼쳐지는 다수의 부채살(234a)와, 다수의 부채살(234a) 간에 설치되어 빛을 차광하는 차광막(234b)을 갖춘 차광체(234), 멀티홀(221)과 맞대어지는 체결홀(236a1)을 갖추고서 지지체(231) 및 회전체(232)의 하부에 배치되어 회전체(232)의 하방이동을 제한하는 이동제한체(236a)와, 멀티홀(221) 및 체결홀(236a1)에 착탈가능하게 삽입되어 이동제한체(236a)를 높이조절체(220)에 고정하는 이동제한체체결부재(236b)를 구비한 이동제한기구(236)를 갖춘 차광기구(230)와;
고정체(211)의 고정홀(211b) 및 높이조절체(220)의 멀티홀(221)에 착탈가능하게 삽입되어 높이조절체(221)를 고정체(211)에 고정하는 높이조절체체결부재(250); 를 갖춘 측지장치본체(200):
측정점의 각도와 거리측정, 측정점의 위치좌표를 산출해 표시 및 저장하는 기능 및 유무선 통신기능을 갖추고서, 고정체(211)의 상부에 배치되되, 높이조절체(220)에 이웃되게 배치되는 토탈스테이션(110)과; 높이조절체(220)의 멀티홀(221)과 맞대어져 연통되는 연결홀(121)을 갖추고서, 토탈스테이션(310)의 측부에 구비되어 높이조절체(220)에 착탈가능하게 설치되는 연결체(120)과; 연결체(120)의 연결홀(121) 및 높이조절체(220)의 멀티홀(221)에 삽입되어, 토탈스테이션(110)을 측지장치본체(200)에 고정하는 토탈스테이션체결부재(130); 를 구비한 토탈스테이션장치(100):
갖춘 측지장치(20),
측정장치(B)의 토탈스테이션(110)으로부터 수준측량 데이터 및 지형간 거리 데이터를 수신하는 수신모듈(31):
수신모듈로부터의 수준측량 데이터 및 지형간 거리 데이터를 통해 측지정보의 변화를 확인하는 측지정보확인모듈(32):
를 갖춘 측지정보확인장치(30),
를 포함하는 것을 특징으로 하는 지표면의 수준측량과 지형 간 거리를 측량하는 측지정보 확인시스템.
A reference station 10 which receives the current position value from the satellite G and wirelessly transmits the GPS correction value by mutually computing the current position value and the stored absolute value,
Fixture 211 formed in the center and having a plurality of fixing holes 211b which are arranged to form a radially penetrating through the side and inserted into the insertion hole 211a, respectively, penetrating up and down, the fixed body 211 An installation body 210 having a plurality of support legs 212 installed at the 211 to support the fixed body 211;
It is formed through the side and has a plurality of multi-holes 221 are formed spaced apart at regular intervals along the longitudinal direction and the height adjuster 220 which is movably inserted into the insertion hole (211a) of the mounting body 210 and ;
Support 231 having a fixing hole 231a which is in communication with the multi-hole 221 of the height adjuster 220, a rotating body 232 is installed to be supported by the support 231, the height adjuster ( Light-shielding mechanism fastening member 233 and a rotating body which are detachably inserted into the multi-hole 221 of 220 and the fixing hole 231a of the support 231 to fix the support 221 to the height adjuster 230. The central shaft 235 is installed on the upper portion of the 232, one end is rotatably installed in the horizontal direction in the central axis 235, a plurality of fan blades (234a) folded or unfolded in a fan shape as a whole, and a plurality of fan blades ( A light shielding body 234 having a light shielding film 234b disposed between the 234a and shielding light, and a fastening hole 236a1 facing the multi-hole 221 to be provided under the support 231 and the rotating body 232. A movement limiting member 236a disposed to restrict downward movement of the rotating body 232, and is detachably inserted into the multi-hole 221 and the fastening hole 236a1. A light shielding mechanism 230 having a movement limiting mechanism 236 having a movement limiting fastening member 236b for fixing the restricting member 236a to the height adjuster 220;
Height-adjusting fastening member which is removably inserted into the fixing hole 211b of the fixing body 211 and the multi-hole 221 of the height adjusting body 220 to fix the height adjusting body 221 to the fixing body 211. 250; Geodetic device body 200 with:
Total angle is disposed on the upper part of the fixed body 211, and has a function of measuring and displaying the angle and distance of the measuring point, the position coordinates of the measuring point and display and storage, and wired and wireless communication function, the neighboring to the height adjuster 220 Station 110; Having a connection hole 121 which is in communication with the multi-hole 221 of the height adjuster 220, the connector provided on the side of the total station 310 detachably installed on the height adjuster 220 120; The total station fastening member 130 is inserted into the connection hole 121 of the connecting body 120 and the multi-hole 221 of the height adjusting body 220 to fix the total station 110 to the geodetic device body 200. ; Total station apparatus 100 having:
Equipped geodetic device (20),
Receiving module 31 for receiving the leveling data and the distance data between the terrain from the total station 110 of the measuring device (B):
Geodetic information confirmation module 32 for confirming the change of geodetic information through the leveling data and the terrain distance data from the receiving module:
Geodetic information confirmation device 30,
Geodetic information confirmation system for measuring the distance between the level survey and the terrain of the surface characterized in that it comprises a.
KR1020120048706A 2012-05-08 2012-05-08 Geodetic survey date confirmation system KR101210539B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020120048706A KR101210539B1 (en) 2012-05-08 2012-05-08 Geodetic survey date confirmation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020120048706A KR101210539B1 (en) 2012-05-08 2012-05-08 Geodetic survey date confirmation system

Publications (1)

Publication Number Publication Date
KR101210539B1 true KR101210539B1 (en) 2012-12-11

Family

ID=47907318

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020120048706A KR101210539B1 (en) 2012-05-08 2012-05-08 Geodetic survey date confirmation system

Country Status (1)

Country Link
KR (1) KR101210539B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101239933B1 (en) 2012-11-28 2013-03-18 네이버시스템(주) Geodtic surveying system for measuring geographical information and topography information by datum point based on gps
KR101710344B1 (en) 2016-12-16 2017-02-28 주식회사 우주공간정보 Geodetic survey information confirming apparatus with measurement survey distance of between ground surface and topography
US11709230B2 (en) * 2017-10-12 2023-07-25 John Matthews Geodesic system and method of use

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100892435B1 (en) * 2008-06-30 2009-04-14 대한항업(주) Surveying system
KR100954221B1 (en) * 2009-08-10 2010-04-21 (주)원지리정보 Virtual information system for electronic map drawing using plane photographing information and gps fiducial point

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100892435B1 (en) * 2008-06-30 2009-04-14 대한항업(주) Surveying system
KR100954221B1 (en) * 2009-08-10 2010-04-21 (주)원지리정보 Virtual information system for electronic map drawing using plane photographing information and gps fiducial point

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101239933B1 (en) 2012-11-28 2013-03-18 네이버시스템(주) Geodtic surveying system for measuring geographical information and topography information by datum point based on gps
KR101710344B1 (en) 2016-12-16 2017-02-28 주식회사 우주공간정보 Geodetic survey information confirming apparatus with measurement survey distance of between ground surface and topography
US11709230B2 (en) * 2017-10-12 2023-07-25 John Matthews Geodesic system and method of use

Similar Documents

Publication Publication Date Title
US9513120B2 (en) Workflow improvements for stakeout
US20180347980A1 (en) Geodetic surveying
KR100923528B1 (en) Electronic Map Of Virtual Information System Using Plane Aerial Photographing And GPS Measurement Information Merging
KR101116190B1 (en) Geodetic survey data management system
KR101227188B1 (en) Leveling system
EP1806559A1 (en) Surveying procedure and system for a high-rise structure
JP6204246B2 (en) Portable positioning device
US20130096874A1 (en) Geodetic surveying system and method for operating a geodetic surveying system
KR101490312B1 (en) System for surveying earth surface to GPS coordinate of control point by sensing topography change
KR101540993B1 (en) Feature's change rate geodetic monitoring and geodetic information system of the ground structure changes
US9784842B2 (en) Surveying instrument
KR101210539B1 (en) Geodetic survey date confirmation system
KR101318269B1 (en) Geographical information survey ground surface data measuring system for surveying and updating by confirmation standard point and leveling point
KR101349397B1 (en) Apparatus of staff installation with clean surface and adjusting hight for precise scaling
KR101227189B1 (en) Altitude data confirmation system
KR101259921B1 (en) Image drawing management system for numerical map based on synthesis positioning information and captured image
KR101349395B1 (en) Gps position measuring system for confirming declination of datum point
KR101217849B1 (en) System for collecting geodetic survey data by measuring change of topographic
KR101189793B1 (en) Geodetic survey management system
KR101346203B1 (en) Basic survey system
KR101229531B1 (en) Measurement system for the gps in the surface of the earth by datum point to the topography change
CN103176180A (en) Device and method for detecting positioning precision of high-precision airborne laser radar system
KR101144200B1 (en) Map data collecting system for plotting instrument
KR101223243B1 (en) Geodetic survey data management system
KR101212740B1 (en) Geodetic survey data precision observation system

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20151204

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20170103

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20180403

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20181204

Year of fee payment: 7