CN201787946U

CN201787946U - Optical earth measurement equipment

Info

Publication number: CN201787946U
Application number: CN2010205293379U
Authority: CN
Inventors: 才长帅; 刘雨蒙; 石海天; 李学良; 高其嘉; 刘建平; 陈京平; 吴文洲; 王晓莉
Original assignee: INSTITUTE OF RADAR AND ELECTRONIC COUNTERMEASURE OF CHINESE PLA AIR FORCE EQUIPM
Current assignee: INSTITUTE OF RADAR AND ELECTRONIC COUNTERMEASURE OF CHINESE PLA AIR FORCE EQUIPM
Priority date: 2010-09-15
Filing date: 2010-09-15
Publication date: 2011-04-06
Anticipated expiration: 2020-09-15

Abstract

The utility model relates to optical earth measurement equipment, in particular to optical earth measurement equipment which can provide horizontal true angle. The measurement equipment consists of an optical module and an orientation module, wherein the orientation module consists of a host machine module and a calibration module, and is used for horizontal true calibration and providing a true angle for the optical module; the optical module is in physical connection with the host machine module; the optical module has the same functions with the well-known total station; the orientation module adopts the real-time differential GPS (global position system) and comprises the calibration module and the host machine module; the host machine module taken as the real-time differential GPS mobile station is installed on the optical module; and the calibration module is taken as the real-time differential GPS base station. After the differencing is finished, the horizontal true angle is written into an internal storage; when the optical lens aims at a marker of the calibration module, an 'orientation' key is triggered, and the equipment enables the horizontal true angle of the calibration module, opposite to the host machine module, to be taken as the horizontal standard of the equipment.

Description

A kind of optics geodetic surveying equipment

Affiliated technical field

The utility model relates to a kind of optics geodetic surveying equipment, and particularly a kind of level that can provide is very to the optics geodetic surveying equipment of angle.

Background technology

At present, known optics geodetic surveying equipment comprises transit and total powerstation, and wherein total powerstation is to load distance-measuring equipment on the transit basis, and its angle measuring principle is identical with transit.No matter being transit or total powerstation, all is to obtain vertically very to angle by the gravity parts, but can not provide level very to angle (level angle in relative geographical north in terrestrial coordinate system).When carrying out geodetic surveying, if the level that obtains target is very to angle, need be by compass or differential GPS.When using compass, need know local magnetic declination, ability acquisition level is very to angle, and this method precision is low, complicated operation; Use differential GPS to need to measure earlier two points, by the distance of real-time or aftertreatment difference acquisition point-to-point transmission baseline with very to angle (comprising level) very to angle, use existing optics geodetic surveying equipment (as total powerstation or transit+stadimeter) to measure this two points then, the level that calculates is very to angle, this method precision is very high, but operation is complicated more.

Summary of the invention

Can not provide level very to the deficiency of angle in order to overcome existing optics geodetic surveying equipment, the utility model provides a kind of optics geodetic surveying equipment, this equipment not only has the repertoire of total powerstation, and the level that the target of surveying can be provided is very to angle, simple to operate, angle precision is consistent with the precision that the differential GPS method records.

The technical scheme that its technical matters that solves the utility model adopts is:

This measuring equipment is made up of optical module and orientation module two parts, and orientation module is made up of host module and calibration module, and orientation module is used for level very to demarcation, for optical module provides very to angle, and described optical module and host module physical connection.Optical module in order to provide target range, target Relative Zero to level angle and relative gravity direction vertical angle.Described orientation module adopts the real time differential GPS system, and this module is divided into calibration module and two parts of host module.During use, calibration module is as the base station of real time differential GPS, and host module is as movement station.

Described calibration module comprises: calibration gps antenna and calibration GPS receiver are used to receive gps signal; Transmitting station is used to launch differential signal; The boresight antenna shell, boresight antenna outer casing top surface center is provided with mark, is used for the optical device aiming.

Described host module comprises: main frame gps antenna and main frame GPS receiver are used to receive gps signal; Receive the radio station, be used to receive the differential signal of calibration module emission; The FPGA difference is resolved plate, is used for the real-time resolving differential data; With the master machine antenna shell.

Described FPGA difference is resolved plate with the distance of line between calibration module and host module with very store to angle is delivered to the internal memory of optical module by serial interface cable in.

The surface of described optical module is provided with puts to key, puts to key to be used for level that opertaing device reads the optical module internal memory very to angle information, as the present level angle.

The antenna casing of described host module and calibration module is a disc.

The beneficial effects of the utility model are, on the basis of known total powerstation, the level that can directly obtain the target of surveying is very to angle, have exempted and have used existing optics geodetic surveying equipment acquisition level very to the complicated process of angle.

Description of drawings

Below in conjunction with drawings and Examples the utility model is further specified.

Fig. 1 is an embodiment front elevation of the present utility model.

Fig. 2 is an embodiment side view of the present utility model.

Fig. 3 is an embodiment internal structural map of the present utility model

1. main frame gps antenna shell, 2. handle, 3. web members among the figure, 4. optical lens, 5. display screen, 6. " put to " button, 7. mark is 8. calibrated gps antenna shell, 9. emitting antenna, 10. support bar, 11. main frame gps antennas, the 12.FPGA difference is resolved plate, 13. the reception radio station, 14. serial port data lines, 15. internal memories, 16. transmitting station, 17. calibration gps antennas.

Embodiment

As accompanying drawing 1, Fig. 2 and shown in Figure 3, main frame gps antenna shell 1 is installed on the handle 2 by web member 3, not the time spent desirable down, optical lens 4 is consistent with general total powerstation with display screen 5, puts " zero setting " button that is similar to general total powerstation to key 6; Mark is a cone-shaped body, is installed in calibration gps antenna shell 8 end faces center, and emitting antenna is positioned at calibration gps antenna shell 8 below non-central locations, and support bar 10 is installed in center, calibration gps antenna shell 8 bottom surfaces, and the time spent can not screw off.

Calibration gps antenna 17 receives gps satellite signal, after treatment the differential GPS signal is transmitted in the air through transmitting station 16 and emitting antenna 9; Main frame gps antenna 11 receives gps satellite signal, receive the differential GPS signal that radio station 13 receives from transmitting station 16, resolving plate 12 through the FPGA difference calculates, obtain baseline information, be that main frame gps antenna 11 phase centers are to the distance of calibration gps antenna 17 phase centers with very to angle, comprise that level is very to angle, and with level very to angle by serial port data line 14 write memories 15, when putting when key 6 is triggered, main frame reads level on the internal memory 15 very to angle, is changed to the level angle of current optical lens 4.

The use operation steps of optics geodetic surveying equipment:

At first should make host module and calibration module can both receive gps signal, calibration module is placed optical lens 4 observable distant places as far as possible, use the crosshair sighting mark thing 7 in the optical lens 4, press underlying to key 6, liquid crystal display 5 can show the present level angle, just finished the initialization of equipment this moment, just can begin geodetic surveying work afterwards.

Calibration module and host module are at a distance of far away more, very high more to precision.Generally speaking, two module distance R rice are 0.2 °/R to precision very.For example two modules are 0.002 ° to precision very then at a distance of 100 meters.

Claims

1. optics geodetic surveying equipment, it is characterized in that: this measuring equipment is made up of optical module and orientation module two parts, orientation module is made up of host module and calibration module, orientation module is used for level very to demarcation, for optical module provides very to angle, described optical module and host module physical connection.

2. optics geodetic surveying equipment according to claim 1, it is characterized in that: described calibration module comprises:

Calibration gps antenna and calibration GPS receiver are used to receive gps signal;

Transmitting station is used to launch differential signal;

The boresight antenna shell, boresight antenna outer casing top surface center is provided with mark, is used for the optical device aiming.

3. optics geodetic surveying equipment according to claim 2, it is characterized in that: described host module comprises:

Main frame gps antenna and main frame GPS receiver are used to receive gps signal;

Receive the radio station, be used to receive the differential signal of calibration module emission;

The FPGA difference is resolved plate, is used for the real-time resolving differential data;

With the master machine antenna shell.

4. optics geodetic surveying equipment according to claim 3 is characterized in that: described FPGA difference is resolved plate with the distance of line between calibration module and host module with very store to angle is delivered to the internal memory of optical module by serial interface cable in.

5. optics geodetic surveying equipment according to claim 4 is characterized in that: the surface of described optical module is provided with puts to key, puts to key to be used for level that opertaing device reads the optical module internal memory very to angle information, as the present level angle.

6. according to each described optics geodetic surveying equipment in the claim 3 to 5, it is characterized in that: the antenna casing of described host module and calibration module is a disc.