KR101229531B1 - Measurement system for the gps in the surface of the earth by datum point to the topography change - Google Patents

Abstract

PURPOSE: A geodetic survey observation system by precisely applying a GPS(Global Positioning System) coordinate according to changes in geographical features is provided to accurately measure a reference point and height information in an inclined surface or a curved area by including a horizontality control device and a sensor sensing inclination. CONSTITUTION: A geodetic survey observation system by precisely applying a GPS coordinate according to changes in geographical features comprises a base station, a total station(200), and an image processing center. The base station calculates a location value by receiving the same from a satellite, outputs a GPS correction value, and wirelessly transmits the output GPS correction value. The total station calculate-processes coordinates of a measurement point by calculating the GPS correction value received from the base station and the location value received from the satellite and measures an angle of the measurement point and the distance to the measurement point and wire/wirelessly transmits the same. The image processing center performs a mapping process based on aerial photographed images by receiving mapping information including the angle and the coordinates of the measurement point and the distance to the measurement point from the total station and forming a digital map image by combining GPS information and map images obtained by the mapping process and updates pre-saved digital map images.

Description

Measurement System for the GPS in the Surface of the Earth by Datum Point to the Topography Change}

The present invention relates to a geodetic survey observation system of the ground surface through precise application of geospatial coordinates for each reference point according to the change of terrain. More particularly, the present invention relates to geospatial changes such as slopes or curved terrains rather than planar points by providing mobility to the total station. Geodetic survey of the earth's surface through precise application of geospatial coordinates for each reference point according to the terrain changes that accurately locates the reference point and height information and provides precisely positioned reference point and height information when GPS information is synthesized in the drawing image completed by the drawing process It relates to an observation system.

In general, a digital map is performed by combining drawing (Global Positioning System) information with a drawing image completed by drawing after performing a drawing operation based on the aerial photographing image.

Since the aerial image is a plane image of the ground taken from the aircraft, the digital map that is completed based on this is a two-dimensional image.

Therefore, the digital map production using aerial photographs proceeds with the production of the first drawing photographic image by taking the aerial photographs and the synthesis of the photographed aerial photographs. It is produced by numerically coordinating the coordinates of the surrounding feature with respect to the ground reference point to be connected to the clear ground object.

Digital map production requires geodetic and surveying to confirm that the target area is accurately photographed for the production of GPS-based geographic information including various terrain information.

This is because the terrain and GPS coordinates must be exactly the same when the digital map is completed and the GPS coordinates are synthesized on the digital map.

Since these digital maps should be produced as 3D images using the ground reference points and the coordinates of the surrounding features, horizontal length and height information are needed.

In particular, the height information has been limited in obtaining specific and reliable data from aerial photography and GPS information.

Therefore, in the field, data collection, such as GPS measurement and distance measurement between the first point and the second point, is performed using a photographing device called a total station.

The total station is a combination of electronic theodolite and electro-optical instruments into a single device. The total station is divided into four types. Vertical angle detection unit for measuring the vertical angle generated by the horizontal angle, 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 a tilting sensor for measuring and correcting the horizontal of the main body. It is an electronic measuring instrument that processes measured data in a short time and outputs the result.

The total station is a geodetic surveying device capable of measuring the elevation of the terrain, etc., and then installs the geodetic survey in a manner that aims the geodetic surveyed area one by one.

Therefore, in the conventional total station, it is difficult to perform accurate geodetic surveying at points of relatively rugged terrain such as slopes, slopes and valleys, rather than planar points according to the change of terrain.

In addition, the conventional total station is not moving from one point to another in particular due to the change of terrain, but in case the worker needs to carry and move, due to the time disadvantage due to the limitation of one-time measurement for the area to be measured. Need to move quickly.

The lower part of the conventional total station has a triport structure that can be stably placed in a plane having a certain area.

Therefore, the total station needs to be repeatedly installed and released due to mechanical characteristics, and when the terrain is a terrain such as a slope or slope, when the total station is difficult to move quickly due to difficult movement of the total station, it is necessary to move quickly and survey in an area to be measured. It was a cause that significantly impaired the efficiency of geodetic surveying work.

If the total station measures distance and height information at a location other than a planar point, the coordinates of the reference point, which is the basis for compositing the video image, may be set incorrectly, and the coordinates of the entire numerically-informed feature based on the incorrect reference point may be incorrect. There is a problem that occurs.

Therefore, the total station needs to be level even at a non-planar point for the accuracy of distance and height observation, and needs to move safely and quickly to the area to be measured for efficiency of work.

Republic of Korea Patent No. 10-1110078 (Registration date: January 19, 2012), the title of the invention: "Geosurface surveying system of the ground surface through precise application of GPS coordinates by reference point according to the topography change".

In order to solve the problems and necessity of the prior art, the present invention is equipped with a total leveling device and a sensor for detecting the inclination in the total station so that the accurate positioning information of the distance and height information on the inclined surface or curved terrain rather than the planar point. The purpose of this study is to provide a geodetic surveying system for the earth's surface through the precise application of GPS coordinates for each reference point according to the measured terrain changes.

Geodetic survey observation system of the ground surface through the precise application of the GPS coordinates for each reference point according to the terrain change of the present invention for achieving the above object

A base station 100 receiving the position value from the satellite 10 and performing a mutual calculation to output a GPS (Global Positioning System) correction value, and wirelessly transmitting the output GPS correction value;

A total station 200 for calculating and processing coordinates of measurement points by calculating GPS correction values received from the base station 100 and GPS received from the satellites 10, and transmitting wired and wirelessly by positioning angles and distances of the measurement points; And

After receiving the drawing information including the angle and distance of the measuring point measured from the total station 200 and the coordinates of the measuring point, the drawing operation is performed based on the aerial photographing image, and then GPS information is synthesized by the drawing image completed by the drawing operation. An image processing center 300 forming a digital map image and updating a previously stored digital map image; / RTI >

Total station 200

The lens unit 244 is rotatably mounted at the center and formed on the lower surface of the lens unit 244 to measure the angle and distance of the measuring point, thereby allowing the lens unit 244 to be X-axis and Y-axis directions. It includes a measuring unit 240 including an axis drive device (243b) and a Y-axis drive device (241b), and a control unit 230 for receiving the angle and the distance of the measurement point measured from the measurement unit 240 and arithmetic processing Total station body 242; An upper frame pedestal 214 and a lower frame pedestal 224 with a total station body 242 disposed therebetween; It is formed on the lower surface of the lower frame pedestal 224 to axially rotate the lower frame pedestal 224 and to measure the inclination data including the inclination in the X-axis direction and the Y-axis direction of the support frame 292 relative to the horizontal plane A direction processor 280 including an inclination sensor 284; A support 290 supported by a lower portion of the direction processor 280; It is disposed between one end of the upper frame pedestal 214 and one end of the lower frame pedestal 224 so that the total station main body 242 is in the center and is mountain-shaped on the left and right sides of the total station main body 242. And a dye-sensitized solar cell module 260 which converts solar energy into electrical energy and integrally forms a light collecting plate 400, a light guide plate 410, and a reflecting plate 420 on the outside for condensing light.

The back surface of the dye-sensitized solar cell module 260 includes a barrier member 710, 712, and a buffer pad 720 that is continuously bent and shaped into an S shape attached to the barrier member 710, 712. The buffer members 710, 721, and 720 are formed, and the first buffer members 710, 721, and 720 are rotated by 90 degrees so that the dye-sensitized solar cell module 260 and the first buffer members 710, 721, and 720 are rotated by 90 degrees. Second buffer members 730, 732, and 740 are formed integrally with the outer surface at the same time, and are fixed between the sealing members 810 and 812 between the direction processor 280 and the support 290. Forming a shock absorbing part 800 including a plurality of shock absorbing members 820 having a gap formed to be spaced apart at intervals of distance, and on one side of the support 290 the total station 200 from one point to another point; A moving member 900 is formed to move quickly, and the moving member 900 is located below the moving body 910 and the moving body 910. A moving wheel 920 and a handle 950 is formed on the upper portion and one end is connected to the moving wheel 920 and the other end includes a rotary bar 930 connected to the handle body 940 connected to the handle 950, The moving wheel 920 is configured to move up and down through the rotation bar 930 by the lifting and lowering operation of the handle 950.

When the total station 200 measures distance and height information on an inclined surface or curved terrain instead of a flat point, the total station 200 is inclined using the horizontal adjusting device 500 formed at the lower part of the support frame 292. When the inclination measurement signal is received from the inclination sensor 284 after rotating the shape horizontally, the inclined measurement unit 240 is left and right by using the X-axis driving device 243b and the Y-axis driving device 241b. And rotate in an up and down direction to move in a horizontal state to measure a distance to a measuring point of the first point, rotate the measuring unit 240 to face the measuring point of the second point, and calculate coordinates, based on the upper end of the object. The vertical angle can be generated to calculate distance and height information of the object.

The present invention having the configuration as described above is equipped with a leveling device and a sensor for detecting the tilt in the total station to accurately position the reference point and height information on the inclined surface or curved terrain rather than a flat point and GPS in the drawing image completed by the drawing operation When synthesizing the information, it is effective to provide accurate reference point and height information.

In addition, the present invention is provided with a moving member in the total station has the effect of providing the mobility for the total station to move quickly from one point to another point.

In addition, the present invention is provided with a shock absorbing portion and a shock absorbing member in the total station has an effect of preventing damage and impact of each component of the total station during the movement of the total station.

In addition, the present invention provides an image image processing system having a dye-sensitized solar cell module has the effect of solving the problem of battery exhaustion during positioning.

In addition, the present invention has the effect of protecting the total station in the environment, such as rain, snow by forming a mountain around the total station body using a dye-sensitized solar cell module.

1 is a view showing the configuration of a geodetic survey observation system of the ground surface through the precise application of the GPS coordinates for each reference point according to the terrain changes according to an embodiment of the present invention.
2 is a perspective view showing a total station according to an embodiment of the present invention.
3 is a front view showing a total station according to an embodiment of the present invention.
4 is a view showing a state in which the moving wheel is raised according to an embodiment of the present invention.
5 is a view showing a state in which the moving wheel is lowered according to an embodiment of the present invention.
6 is a view showing the configuration of a measuring unit for rotation in the X-axis direction and the Y-axis direction according to an embodiment of the present invention.
FIG. 7 is a view illustrating a total station positioned and positioned on an inclined surface or curved terrain instead of a flat point according to an exemplary embodiment of the present invention.
8 is a view showing a light collecting plate, a light guide plate, and a reflecting plate installed on the outside of the dye-sensitized solar cell module according to the embodiment of the present invention.
And
9 is a block diagram showing the configuration of a charging device using a dye-sensitized solar cell module according to an embodiment of the present invention.

DETAILED DESCRIPTION Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art may easily implement the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. In the drawings, parts irrelevant to the description are omitted in order to clearly describe the present invention, and like reference numerals designate like parts throughout the specification.

Throughout the specification, when a part is said to "include" a certain component, it means that it can further include other components, without excluding other components unless specifically stated otherwise.

Geodetic survey observation system of the ground surface through precise application of geospatial coordinates by reference point according to the change of the conventional terrain, reference station, photographing device, and image processing to check whether the coordinates of the reference point and the feature that are the reference for the production of digital map are set correctly The center is configured to receive a position value from a reference station, obtain an image from a photographing apparatus from time to time, and transmit the image to a image processing center.

In order to update the digital map image, the height information of the topographical structure must be measured at the total station. However, the accurate reference point, distance, and height information could not be secured properly when measured at relatively rugged terrain such as slopes, slopes, and valleys.

In addition, when the total station needs to move between the measurement target areas and make measurements, it is difficult to quickly move and survey terrains such as slopes and slopes, which causes the efficiency of geodetic surveying work.

Hereinafter, the present invention is provided with a moving member, a shock absorber and a shock absorbing member in a total station to provide mobility for quickly moving from one point to another point, and the reference point and distance and height information on a slope or curved terrain rather than a flat point. Accurate positioning is performed and the reference point, distance, and height information for the measurement in a place other than the planar point are used to update the digital map image and synthesize them.

1 is a view showing the configuration of a geodetic survey observation system of the ground surface through the precise application of the GPS coordinates for each reference point according to the terrain changes according to an embodiment of the present invention, Figure 2 shows a total station according to an embodiment of the present invention 3 is a front view showing a total station according to an embodiment of the present invention, Figure 4 is a view showing a state in which the moving wheel according to the embodiment of the present invention, Figure 5 is an embodiment of the present invention FIG. 6 is a view illustrating a state in which the moving wheel is lowered, and FIG. 6 is a view illustrating a configuration of a measuring unit for rotating in the X-axis direction and the Y-axis direction according to an exemplary embodiment of the present invention.

Geodetic survey observation system according to an embodiment of the present invention includes a base station 100, a total station 200 and the image processing center 300.

The base station 100 receives the position value from the satellite 10 and mutually calculates and outputs a GPS (Global Positioning System) correction value, and wirelessly transmits the output GPS correction value.

The total station 200 calculates the GPS correction value from the base station 100 and the GPS received from the satellite 10 to calculate and process the coordinates of the measurement point, and transmits the wires and wirelessly by measuring the angle and distance of the measurement point.

The image processing center 300 receives the angle and distance of the measuring point and the coordinates of the measuring point from the total station 200, and generates a drawing image through connection and synthesis with the aerial photographing image and outputs it on the ground or the display.

The base station 100 arranges the GPS antenna 110 and interoperates the GPS receiver 120 receiving the position value from the satellite 10 with the stored absolute value and the current position value received from the GPS receiver 120. It includes a control unit for outputting a GPS correction value, and a DGPS transmission unit for distributing a GPS correction value from the control unit 150 by placing a differential GPS (DGPS) antenna (140).

The base station 100 transmits the GPS correction value (position value) calculated by the controller 150 to the DGPS transmitter, and wirelessly transmits the GPS correction value (position value) to the total station 200 through the DGPS antenna 130 connected to the DGPS transmitter.

The total station 200 includes a GPS antenna 210, a GPS receiver 212, a DGPS antenna 220, a DGPS receiver 222, a controller 230, a measurement unit 240, a data transmitter 250, and a dye-sensitized sun. The battery module 260 and the charging device 270 is included.

As shown in FIGS. 2 and 3, the total station 200 includes a measuring unit frame 245, an upper frame pedestal 214 and a lower frame pedestal 224 that support the measuring unit frame 245 from the top and the bottom thereof. And a total station body 242 disposed between the upper frame pedestal 214 and the lower frame pedestal 224, and formed on the lower surface of the lower frame pedestal 224 to axially rotate the lower frame pedestal 224. It includes a processing unit 280 and a support 290 supported by the lower portion of the direction processing unit 280.

The total station main body 242 is formed with a lens unit 244 on one side and rotatably mounted in the center between the measuring unit frame 245 and the measuring unit 240 for measuring the angle and distance of the measuring point, and the measuring unit ( DGPS receiver 222 positioned above the DGPS antenna 220 and receiving a GPS correction value from the DGPS receiver 222 of the base station 100, and positioned above the GPS receiver 240. A GPS receiver 212 having an antenna 210 and receiving a current position value from the satellite 10, and a front surface of the measuring unit frame 245, which are located at a position value, a correction value, a video image, an angle and a distance of a measurement point. And a user interface unit 246 for outputting control information and inputting environment setting information and control information for measuring a measurement point of a specific point.

The measuring unit 240 measures a laser output means for outputting a laser, a receiving means for receiving a laser output from the laser output means and reflected back to a reference point, and measuring a time when the laser output from the laser output means is reflected and returned. It includes a distance measuring means for measuring the distance by means of the laser output means, the receiving means, the distance measuring means may be formed integrally or separately from the lens unit 244.

In addition, the measurement unit 240 further includes an angle sensor for measuring the angle in the vertical direction of the laser output means, and an azimuth sensor for measuring the angle in the left and right directions.

As shown in FIG. 6, the measuring unit 240 has a bracket 244a formed on a lower surface of the lens unit 244, and is connected to the bracket 244a in a longitudinal Y-axis frame 241 formed in a bar shape. ) And a bar-shaped X-axis frame 243 having a bar shape coupled to be perpendicular to the Y-axis frame 241.

The X-axis frame 243 is rotatably coupled to the frame support 244b so that the Y-axis frame 241 rotates in the vertical direction.

The X-axis drive unit 243b is provided with an X-axis drive shaft 243a driven by the drive motor and is fixed to the frame support 244b so that the X-axis drive shaft 243a is connected to the X-axis frame 243.

The X-axis driving device 243b rotates the X-axis frame 243 according to the driving so that the Y-axis frame 241 of the frame support 244b rotates in the vertical direction about the X-axis frame 243.

The Y-axis drive unit 241b is provided with a Y-axis drive shaft 241a driven by a drive motor and is connected to the Y-axis frame 241 while the Y-axis drive shaft 241a is fixed to the frame support 244b.

The Y-axis driving device 241b rotates the X-axis frame 243 according to the driving so that the Y-axis frame 241 of the frame support 244b rotates in the vertical direction about the X-axis frame 243.

A pair of dye-sensitized solar cell modules 260 for converting solar energy into electrical energy are formed between one end of the upper frame pedestal 214 and one end of the lower frame pedestal 224.

The dye-sensitized solar cell module 260 is formed in a mountain shape on the left and right sides of the total station main body 242 with the total station main body 242 at the center.

As illustrated in FIG. 8, the dye-sensitized solar cell module 260 may integrally form a light collecting plate 400, a light guide plate 410, and a reflecting plate 420 on the outside for collecting light.

The rear surface of the dye-sensitized solar cell module 260 further includes a buffer member 700 for preventing damage due to an external impact when the total station 200 is moved.

' 형태의 제2 완충부재(730, 732, 740)를 형성한다.The buffer member surrounds the first buffer members 710, 712, 720, the first buffer members 710, 712, 720, and the dye-sensitized solar cell module 260 formed on the rear surface of the dye-sensitized solar cell module 260. To '

Second buffer members 730, 732, and 740 are formed.

The first buffer members 710, 712, and 720 include a first partition member 710 and a second partition member 712, and have an S shape between the first partition member 710 and the second partition member 712. It is continuously bent into a shape to include a buffer pad 720.

The second shock absorbing members 730, 732, and 740 are formed of the same components as the first shock absorbing member, but the first shock absorbing members 730, 732, and 740 are formed by shifting the first shock absorbing member by 90 degrees in the horizontal or vertical direction.

In addition, the second buffer members 730, 732, and 740 are part of the outer surface of the dye-sensitized solar cell module 260 and the first buffer member 710, 712, and 720 and the front surface of the dye-sensitized solar cell module 260. It is formed in one piece in the form of wrapping.

The first shock absorbing members 710, 712, 720 are formed to correspond to the load due to the shock absorbing force and the load-bearing force applied in the longitudinal direction to the shock absorbing member 700.

The second shock absorbing members 730, 732, and 740 are configured differently from the first shock absorbing members 710, 712, and 720 to correspond to the shock absorbing force applied to the shock absorbing member 700 in the lateral direction and the load due to the load resistance. Is formed.

The upper frame pedestal 214 has a handle portion 248 is formed on the upper surface and the DGPS antenna 220 is installed on the handle portion 248.

The charging device 270 is disposed between the dye-sensitized solar cell module 260 and the measuring unit frame 245 to store the electric energy obtained from the dye-sensitized solar cell module 260 and measure the stored electric energy in the measurement unit 240. To serve as a power source.

The controller 230 calculates the position of the GPS antenna 210 using the GPS correction value received from the DGPS receiver 222, and receives the angle and distance of the measured point measured from the measurement unit 240 to process the calculation.

The data transmitter 250 receives the angle and the distance measurement and the position coordinates of the measurement point calculated by the control unit 230 and transmits the wired or wireless.

The controller 230 controls the direction processor 280 to fix the total station main body 242 and rotate the dye-sensitized solar cell module 260 according to the direction of light movement, and the remaining charge amount of the dye-sensitized solar cell module 260. The data is transmitted to the image processing center 300 through the data transmitter 250.

Referring to the configuration of the total station 200 in more detail as follows.

' 형태의 손잡이부(248)가 형성된다. 손잡이부(248)는 상부면에 GPS 안테나(210)가 착탈 가능하게 형성된다.Measuring unit frame 245 constituting the total station body 242 is formed in the form of a rectangular parallelepiped open in the longitudinal direction of the center '

A handle portion 248 is formed. The handle portion 248 is formed to be detachable GPS antenna 210 on the upper surface.

The GPS antenna 210 is connected to the GPS receiver 212 and receives the current position value from the satellite 10 and transmits it to the GPS receiver 212.

The lower frame pedestal 224 forms a direction processor 280 in which a drive motor is mounted therein so as to be rotatable on a lower surface, and forms a direction processor groove 226 so that the rotation shaft 282 is inserted into and coupled to the center. The total station body 242 and the charging device 270 are disposed on the upper surface.

One end of the rotation shaft 282 is inserted into and coupled to the lower center portion of the total station body 242, and the other end of the rotation shaft 282 is inserted into and coupled to the direction processing unit groove 226 of the direction processing unit 280.

The direction processing unit 280 is formed on the upper surface of the support frame 292, the tilt sensor 284 for measuring the inclination data including the inclination in the X-axis direction and the Y-axis direction of the support frame 292 relative to the horizontal plane It includes.

The direction processing unit 280 is configured in a disk shape and rotates in the horizontal direction on the upper surface of the support frame 292.

The direction processing unit 280 may be driven to rotate only the lower frame pedestal 224 without moving the total station body 242 when rotating in the horizontal direction, or may also rotate the total station body 242 together.

When the controller 230 receives an inclination measurement signal from the inclination sensor 284, the controller 230 tilts the inclined measurement unit 240 in left, right, and up and down directions using the X-axis driver 243b and the Y-axis driver 241b. Rotate to move horizontally.

The controller 230 measures the horizontal distance by measuring the return time of the laser reflected by using the laser output means in a state where the measurement unit 240 is set in the horizontal state, and measures the horizontal distance by using the X-axis drive device and the Y-axis drive device. After turning to the measuring unit 240 to the measuring point to obtain the height information, the distance to the measuring point is measured using the laser output means.

The control unit 230 rotates the measurement unit 240 to the measurement point, receives the distance information to the measurement point by the laser output means, the azimuth data of the azimuth sensor and the angle data output from the angle sensor to measure the measurement point using a triangulation calculation method. Calculate the coordinates of.

The control unit 230 calculates the height information of the object by generating a vertical angle based on the upper end of the object to obtain the distance information and the height information to the measurement point.

An impact buffer 800 including a plurality of shock buffers 820 having a gap formed between the direction processor 280 and the support 290 so as to be spaced at intervals of a predetermined distance between the sealing members 810 and 812. ).

The shock absorbing member 820 is made of a soft or hard material and is made of an insulating material. The shock absorbing member 820 buffers shock even when vibration or shock from the outside is applied to the sealing members 810 and 812. The rubber thing is preferable.

The shock absorbing member 820 may have various shapes such as a columnar shape and a spherical shape.

The support 290 is provided with a support frame 292 attached to the lower surface of the direction processing unit 280, and the horizontal adjustment device 500 in the lower direction from the support frame 292.

The horizontal adjusting device 500 is a device for adjusting and maintaining the horizontal level of the total station 200.

Horizontal adjustment device 500 is located in the lower portion of the support frame 292, the support bolt 570 is screwed to form a screw thread to support the ground and to adjust the length of the support 290 of the total station 200, A rectangular bar 560 connected to an upper end of the support bolt 570 and a wrench 550 installed at an upper part of the rectangular bar 560 to rotate the rectangular bar 560, and an upper part of the wrench 550. The connecting rod 530 is installed to be connected to the foot bar 522 is formed so as to protrude to the upper portion of the support frame 292 and the insertion groove to be coupled to the foot bar 522 to rotate the connecting rod 530 512 has a rotation knob 510 formed at the lower end.

The connecting rod 530 has a through hole formed at an upper end thereof, and a bracket 520 having a corner portion 522 protruding upward is formed. Here, the bracket 520 prevents the long connecting rod 530 from flowing.

A universal joint 540 is installed between the wrench 550 and the connecting rod 530 to cushion the connecting rod 530 when bending occurs.

Horizontal adjustment device 500 is a connecting rod 530 of a constant length in the vertical direction is formed in the lower portion of the support frame 292, the bracket 520 and the circumferential portion 522 on the upper end of the connecting rod 530 It is formed, the circumferential portion 522 is inserted into the insertion groove 512 of the rotary knob 510. The rotary knob 510 is projected to the outside of the support frame 202 to forward rotation, the connecting rod 530 connected to the rotation knob 510 is rotated forward.

As such, when the rotary knob 510 is rotated forward, the horizontal adjustment device 500 rotates the connecting rod 530 connected to the rotary knob 510 forward, and the universal joint 540 and the wrench connected to the lower end of the connecting rod 530. 550 and the square bar 560 is rotated forward to reverse the support bolt 570 is extended in the downward direction to support the ground.

In addition, the horizontal adjustment device 500 when the rotary knob 510 is reversely rotated, the reverse rotation of the connecting rod 530 connected to the rotary knob 510, and the universal joint 540 connected to the lower end of the connecting rod 530 As the wrench 550 and the square bar 560 are reversely rotated, the support bolt 570 is purged upwards, and thus the support bolt 570 is moved upward.

As shown in FIG. 7, when the total station 200 measures distance and height information on an inclined surface or a curved ground rather than a flat point, the total station 200 uses the horizontal adjusting device 200 connected to the lower portion of the support frame 292. When the shape of the inclined total station 200 is leveled and a tilt measurement signal is received from the tilt sensor 284, the tilted measurement unit may be tilted using the X-axis driver 243b and the Y-axis driver 241b. 240 is rotated in a horizontal state by rotating in the left and right and up and down directions.

One side of the support 290 is formed with a moving member 900 for quickly moving the total station 200 from one point to another point.

The moving member 900 has a moving body 910 in which each component of the moving member 900 is installed, and a groove is formed at one side of the lower end of the moving body 910 so that the moving wheel 920 is mounted. And, one end is connected to the moving wheel 920 and the other end includes a rotary bar 930 connected to the handle main body 940 connected to the handle.

The handle 950 is connected to the handle body 940 and the height of the height can be adjusted by moving the wheel 920 up and down while the rotary bar 930 is rotated through the handle body 940 in the lifting and lowering operation.

The moving body 910 is formed at regular intervals in which the upper locking groove 960 and the lower locking groove 962 are concave to fix the handle 950 in the area where the handle body 940 is located. Here, the upper locking groove 960 is formed above the lower locking groove 962.

The locking body 940 is formed on the side of the handle body 940 so that the locking protrusion 970 protrudes so as to be inserted into the upper locking groove 960 and the lower locking groove 962 to fix the handle 950 when the handle 950 moves up and down. do.

As shown in FIG. 4, when the handle 950 is raised, the handle body 940 connected with the handle 950 is raised to raise the movable wheel 920 and is caught by the lower locking groove 962. As the locking protrusion 970 of the main body 940 is removed, the handle 950 is fixed while being caught over the upper locking groove 960.

As shown in FIG. 5, when the handle 950 is lowered, the handle body 940 connected with the handle 950 is lowered by the weight and the movable wheel 920 is lowered to the upper locking groove 960. As the locking protrusion 970 of the hanging handle body 940 is pulled out, the handle 950 is fixed while being caught over the lower locking groove 962.

When the handle 950 maintains the lowered state, the worker grabs the handle 950 and pulls the total station 200 while the moving wheel 920 is lowered.

When the total station 200 is moved, the above-described shock absorbing member 700 and the shock absorbing part 800 are used to prevent damage and impact of each component of the total station 200.

The image processing center 300 includes a data receiver 310, an image database 320, a digital map storage 322, a GPS synthesizer 330, and a drawing image output unit 340.

The data receiver 310 receives image information including angles, distance measurements, and position coordinates of the measurement point from the video image and the measurement point from the total station 200.

The image database 320 stores the aerial image of the topographical structure or the artificial structure collected by the total station 200.

The digital map storage unit 322 stores a digital map obtained by synthesizing the GPS (Global Positioning System) information on the finished image after the drawing operation based on the aerial photographing image.

The drawing information processing unit 324 plots the altitude of each point in three dimensions according to the drawing information received from the total station 200 based on the aerial image.

The GPS synthesizing unit 330 synthesizes the GPS coordinates to the three-dimensionalized drawing image to form a digital map image.

The image processing controller 332 updates the digital map of the digital map storage unit 322 according to the digital map image completed by the GPS synthesizing unit 330.

The image processing control unit 332 receives the aerial photographing image from the image database unit 320, receives the angle, distance measurement, and position coordinates of the measurement point from the data receiving unit 310, and generates a drawing image through connection and synthesis. .

The image processing control unit 332 combines the position coordinates with the image image or the drawing image, and coordinates the coordinates based on the reference point displayed on the image image or the drawing image. The image drawing module 334, which proceeds to generate a drawing image that is the background of the digital map, and links the relevant information recorded in the GIS system to the corresponding point of the drawing image, so that when the user selects the corresponding point, the linked related information is displayed. The information link module 336 is output.

The image processing controller 332 receives the remaining charge amount from the plurality of total stations 200 to determine whether each of the total stations 200 is charged.

The drawing image output unit 340 outputs the drawing image received from the image processing control unit 332 on the paper or display.

9 is a block diagram showing the configuration of a charging device using a dye-sensitized solar cell module according to an embodiment of the present invention.

The charging device 270 using the dye-sensitized solar cell module 260 according to the embodiment of the present invention includes a connection part 272 connecting the dye-sensitized solar cell module 260, a constant voltage control unit 274, a charging unit 276, The battery 278 and the charging control unit 279 is included.

The charging device 270 charges the power generated by the dye-sensitized solar cell module 260 to the battery 278, and the charged battery 278 supplies power to the measurement unit 240.

Dye-sensitized solar cell module 260 is a part for generating and supplying power by using sunlight and room light, and is configured by connecting at least one dye-sensitized solar cell, sunlight or indoor Power is generated using light.

The connection part 272 is a part for connecting the dye-sensitized solar cell module 260 and the charging circuit of a secondary battery shape, and is an electrical wiring connecting the dye-sensitized solar cell module 260 and the charging circuit.

The charging circuit includes a constant voltage control unit 274 and a charging unit 276. The charging circuit converts the power generated from the dye-sensitized solar cell module 260 into a charging voltage of a constant voltage and controls charging of the charging voltage.

The constant voltage controller 274 controls the power output from the dye-sensitized solar cell module 260 in a constant voltage control manner, that is, converts the power generated from the dye-sensitized solar cell module 260 into a charging voltage.

The charging unit 276 charges the battery 278 with the charging voltage converted by the constant voltage control unit 274.

The battery 278, as a rechargeable rechargeable battery, is charged by the charging voltage provided from the charging circuit.

The charging control unit 279 checks the amount of charge of the battery 278 and periodically transmits it to the control unit 230.

The embodiments of the present invention described above are not implemented only by the apparatus and / or method, but may be implemented through a program for realizing functions corresponding to the configuration of the embodiment of the present invention, a recording medium on which the program is recorded And such an embodiment can be easily implemented by those skilled in the art from the description of the embodiments described above.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, It belongs to the scope of right.

100: base station 110, 210: GPS antenna
120, 212: GPS receiver 130, 220: DGPS antenna
140, 222: DGPS receiving unit 150, 230: control unit
200: total station 214: upper frame support
224: lower frame base 226: direction processing unit groove
240: measuring unit 241: Y-axis frame
241a: Y-axis drive shaft 241b: Y-axis drive device
242: total station body 243: X axis frame
243a: X axis drive shaft 243b: X axis drive device
244: lens unit 244a: bracket
244b: frame support 245: measuring unit frame
246: user interface 248: handle
250: data transmission unit 260: dye-sensitized solar cell module
270: charging device 272: connecting portion
274: constant voltage control unit 276: charging unit
278: battery 279: charge control unit
280: direction processing unit 282: rotation axis
284: tilt sensor 290: support
292: support frame 300: image processing center
310: data receiving unit 320: image DB
322: digital map storage unit 324: drawing information processing unit
330: GPS synthesizer 332: Image processing controller
333: coordinate composition module 334: information link module
336: Image drawing module 340: Drawing image output unit
700: buffer member 710, 730: first partition member
712 and 732: second partition member 720 and 740: buffer pad
800: shock absorber 810, 812: sealing member
820: shock absorbing member 900: moving member
910: mobile unit 912: mobile storage unit
920: moving wheel 930: rotating bar
940: handle body 950: handle
960: upper locking groove 962: lower locking groove
970: bump

Claims (1)

A base station 100 receiving and calculating a position value from the satellite 10, outputting a GPS correction value, and wirelessly transmitting the output GPS correction value;
A total station 200 for calculating and processing coordinates of measurement points by calculating GPS correction values received from the base station 100 and GPS received from the satellites 10, and transmitting wired and wirelessly by positioning angles and distances of the measurement points; And
After receiving drawing information including the angle and distance of the measuring point measured from the total station 200 and coordinates of the measuring point, a drawing operation is performed based on the aerial photographing image, and then GPS information is synthesized to the drawing image completed by the drawing operation. An image processing center 300 for forming a digital map image and updating a previously stored digital map image; Including;
The total station 200 is
The lens unit 244 is rotatably mounted at the center and formed on the lower surface of the lens unit 244 to measure the angle and distance of the measuring point, thereby allowing the lens unit 244 to be in the X-axis direction and the Y-axis direction. A measuring unit 240 including an X-axis driving device 243b and a Y-axis driving device 241b for driving the controller, and a control unit 230 for receiving and calculating an angle and a distance of a measuring point measured by the measuring unit 240. A total station body 242 including; An upper frame pedestal 214 and a lower frame pedestal 224 having the total station body 242 disposed therebetween; The inclination data including the inclination in the X-axis direction and the inclination in the Y-axis direction of the support frame 292 with respect to the horizontal plane formed on the lower surface of the lower frame pedestal 224 to axially rotate the lower frame pedestal 224. A direction processor 280 including a tilt sensor 284 to measure; A support 290 supported by a lower portion of the direction processor 280; It is disposed between one end of the upper frame pedestal 214 and one end of the lower frame pedestal 224 so that the total station main body 242 is centered on the left and right outer sides of the total station main body 242. It includes a dye-sensitized solar cell module 260 is formed in a shape and converts the solar energy into electrical energy to form a light collecting plate 400, a light guide plate 410, a reflecting plate 420 integrally to the outside for light condensing,
The rear surface of the dye-sensitized solar cell module 260 includes partition members 710 and 712, and a buffer pad 720 continuously bent and shaped into an S shape attached to the partition members 710 and 712. The dye-sensitized solar cell module 260 and the first buffer member 710 may be formed by forming a first buffer member 710, 721, 720, and turning the first buffer member 710, 721, 720 by 90 degrees. Second buffer members 730, 732, and 740 are integrally formed to simultaneously cover the outer surfaces of the 721 and 720, and the sealing member 810 is disposed between the direction processor 280 and the support 290. An impact buffer 800 including a plurality of shock absorbing members 820 having a gap formed therebetween to be spaced at intervals of a predetermined distance between the 812 is formed, and one side of the support 290 is the total station 200. A moving member 900 for quickly moving from one point to another point is formed and the moving part The ash 900 has a movable body 910 and a movable wheel 920 and a handle 950 formed at the lower portion of the movable body 910, one end of which is connected to the movable wheel 920 and the other end of the handle And a rotation bar 930 connected to the handle main body 940 connected to the 950, and the moving wheel 920 moves vertically through the rotation bar 930 by the lifting and lowering operation of the handle 950. Is configured to
When the total station 200 measures distance and height information on an inclined surface or curved terrain instead of a flat point, the total station 200 is inclined by using the horizontal adjusting device 500 formed under the support frame 292. When the inclination measurement signal is received from the inclination sensor 284 after rotating the shape of the 200 horizontally, the inclination measuring unit using the X-axis driving device 243b and the Y-axis driving device 241b ( 240 is moved in the horizontal direction by rotating in the left and right and up and down directions to measure the distance to the measuring point of the first point, the measuring unit 240 is rotated to face the measuring point of the second point to calculate the coordinates, Geodetic survey observation system of the earth's surface through the precise application of GPS coordinates by reference point according to the terrain change, which generates vertical angle based on the top and calculates distance and height information of the object.

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