CN206724943U - Based on the high device of RTK centerings in static GPS survey and measuring instrument - Google Patents
Based on the high device of RTK centerings in static GPS survey and measuring instrument Download PDFInfo
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- CN206724943U CN206724943U CN201720481754.2U CN201720481754U CN206724943U CN 206724943 U CN206724943 U CN 206724943U CN 201720481754 U CN201720481754 U CN 201720481754U CN 206724943 U CN206724943 U CN 206724943U
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- rtk
- measuring instrument
- centerings
- measuring instruments
- laser
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Abstract
The utility model discloses based on the high device of RTK centerings in static GPS survey and measuring instrument, mainly solving, there is error in measuring instrument leveling, measurement height is influenceed the problems such as big, measurement data has error, measurement data needs to be manually entered by ground flat degree and human factor.The device includes RTK measuring instruments, for supporting and fixing the A-frame of RTK measuring instruments, installed in RTK measuring instruments bottom centre position, for infrared centering and the laser centring device of measuring instrument height, and in RTK measuring instruments, for control laser centring device output ranging carrier signal Carrier.By such scheme, the utility model can be realized quickly and accurately to neutralizing measuring instrument height, have the advantages that quick for installation, easy to use, precision is higher, calibrate automatically, there is higher application value in engineering construction fields of measurement.
Description
Technical field
Engineering construction fields of measurement is the utility model is related to, more particularly, to based on RTK centerings and survey in static GPS survey
The high device of measuring appratus.
Background technology
Static GPS survey is one kind that positioning measurement is carried out using measurement type GPS.It is mainly used in establishing various
Control net.During GPS static measurements, the position of the antenna of GPS in whole observation process is static, in data processing
When, using the position of receiver antenna as an amount not changed with the change of time, pass through the satellite data that receives
Change to try to achieve the coordinate of point to be located.
RTK(Real - time kinematic)Real time dynamic differential method.This is a kind of new conventional GPS measurement sides
Method, former static state, rapid static, dynamic measurement are required for carrying out resolving the precision that could obtain Centimeter Level afterwards, and RTK is
The measuring method of centimeter-level positioning precision can be obtained in real time in the wild, it employs carrier phase dynamic real-time difference method.
At present, RTK measuring instruments centering leveling makes bubble in levelling tube placed in the middle, it, which is flattened, is present by adjusting A-frame
Error, accuracy are low.It is to measure oblique distance by vertical height to measure GPS height, and this method of principal components is not very accurate.Instrument
After optical centering flattens, the height of position is portrayed to RTK measuring instrument vertical planes with steel tape or tape measure datum mark, is measured
Data are needed to be manually entered, and measurement result is influenceed greatly by ground flat degree, human factor etc., and actual measurement data has error.
Utility model content
The purpose of this utility model is main in providing based on static GPS survey in RTK pairs and device that measuring instrument is high
Solve measuring instrument leveling in the prior art exist error, measurement height by ground flat degree and human factor influenceed it is big, survey
The problems such as error, need to be manually entered in measuring instrument be present in amount data.
To achieve these goals, the technical solution adopted in the utility model is as follows:
Based on the high device of RTK centerings in static GPS survey and measuring instrument, including RTK measuring instruments, for supporting and consolidating
The A-frame of RTK measuring instruments is determined, installed in RTK measuring instruments bottom centre position, for infrared centering and measuring instrument height
Laser centring device, and in RTK measuring instruments, for control laser centring device output ranging carrier signal carrier wave
Device.
Specifically, RTK measuring instruments bottom centre position is provided with the fixing hole of installation laser centring device, and fixing hole bottom is set
Matched level crossing.
Preferably, laser centring device includes being arranged on level crossing top, for launching and the Laser emission of reception signal connects
Receive device, be connected on Laser emission receiver, for carrier signal extraction filter, and connection on the filter, be used for
The converter of carrier signal opto-electronic conversion.
Further, A-frame crown center position sets the through hole that aperture is more than fixing hole, passed through for laser beam,
Laser emission receiver is arranged on fixing hole and the same central axis of through hole.
Compared with prior art, the utility model has the advantages that:
The utility model is by adjusting A-frame height, laser centring device centering leveling, Carrier control Laser emission
Device launches ranging carrier signal, receives the ranging carrier wave of reflection, extracts carrier signal in the filter, and enter in converter
Row opto-electronic conversion, because of carrier signal, constant airspeed, measure electromagnetic wave come in the tested time apart from upper roundtrip propagation in atmosphere
Try to achieve distance value.The device can quickly and accurately realize that, to neutralizing measuring instrument height, the device has quick for installation, use
It is convenient, precision is higher, the advantages that calibrating automatically, have higher application value in engineering construction fields of measurement.
Brief description of the drawings
Fig. 1 is RTK measuring instrument scheme of installations.
Fig. 2 is laser centring device scheme of installation.
Fig. 3 is carrier wave ranging control block diagram.
In above-mentioned accompanying drawing, component names are as follows corresponding to reference:
1-RTK measuring instruments, 2- A-frames, 3- laser centring devices, 4- level crossings, 5- Laser emission receivers, 6- filterings
Device, 7- converters, 8- fixing holes, 9- through holes, 10- Carriers.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, and embodiment of the present utility model includes
But it is not limited to the following example.
Embodiment
As shown in Figure 1 to Figure 3, measured based on the high device of RTK centerings in static GPS survey and measuring instrument, including RTK
Instrument 1, for supporting and fixing the A-frame 2 of RTK measuring instruments, installed in the bottom centre position of RTK measuring instruments 1, for infrared
Centering and the laser centring device 3 of measuring instrument height, and in the RTK measuring instruments 1, for controlling laser centring device 3 defeated
Go out the Carrier 10 of ranging carrier signal.
The bottom centre position of RTK measuring instruments 1 of the device is provided with the fixing hole 8 of installation laser centring device 3, the bottom of fixing hole 8
Portion sets matched level crossing 4.
The laser centring device 3 of the device includes being arranged on the top of level crossing 4, the Laser emission for transmitting and reception signal
Receiver 5, it is connected on Laser emission receiver 5, the filter 6 for carrier signal extraction, and is connected to filter 6
The upper, converter 7 for carrier signal opto-electronic conversion.
The crown center position of A-frame 2 of the device sets the through hole that aperture is more than fixing hole 8, passed through for laser beam
9。
In order to ensure the accuracy of measurement data, Laser emission receiver 5 is arranged on 9 same center of fixing hole 8 and through hole
On axis.
Concrete operation step:
A) A-frame, and fixed RTK measuring instruments are set up.
B) RTK measuring instruments are opened, Laser emission receiver 5 launches laser beam.
C) centering of laser centring device 3 leveling is found, locks A-frame.
D) Carrier 10 controls Laser emission receiver 5 to launch ranging carrier signal, receives the carrier signal of reflection, leads to
Cross filter 6 and carry out carrier signal extraction, then the opto-electronic conversion of converted device 7.
F) RTK measuring instruments 1 extract the electric signal of converter 7, by being arranged on logical operation display instrument in RTK measuring instruments 1
Device height, bench mark data is calibrated in RTK measuring instruments 1 automatically.
Above-described embodiment is only preferred embodiment of the present utility model, not to the limitation of scope of protection of the utility model,
In every case design principle of the present utility model, and the change for carrying out non-creativeness work on this basis and making are used, all should
Belong within the scope of protection of the utility model.
Claims (6)
1. based on the high device of RTK centerings in static GPS survey and measuring instrument, including RTK measuring instruments(1), for support and
The A-frame of fixed RTK measuring instruments(2), it is characterised in that also include being arranged on RTK measuring instruments(1)Bottom centre position, use
In infrared centering and send the laser centring device of carrier signal(3), and installed in RTK measuring instruments(1)It is interior, for controlling laser
Centralizer(3)Export the Carrier of ranging carrier signal(10).
2. the device high based on RTK centerings in static GPS survey and measuring instrument according to claim 1, its feature exist
In the RTK measuring instruments(1)Bottom centre position is provided with installation laser centring device(3)Fixing hole(8).
3. the device high based on RTK centerings in static GPS survey and measuring instrument according to claim 2, its feature exist
In the fixing hole(8)Bottom sets matched level crossing(4).
4. the device high based on RTK centerings in static GPS survey and measuring instrument according to claim 3, its feature exist
In the laser centring device(3)Including being arranged on level crossing(4)Top, for launch and reception signal Laser emission receive
Device(5), it is connected to Laser emission receiver(5)Filter upper, for carrier signal extraction(6), and it is connected to filter
(6)The upper, converter for carrier signal opto-electronic conversion(7).
5. the device high based on RTK centerings in static GPS survey and measuring instrument according to claim 2, its feature exist
In the A-frame(2)Crown center position sets aperture to be more than fixing hole(8), the through hole that passes through for laser beam(9).
6. the dress high based on RTK centerings in static GPS survey and measuring instrument according to claim 1 ~ 5 any one
Put, it is characterised in that the Laser emission receiver(5)Installed in fixing hole(8)And through hole(9)On same central axis.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720481754.2U CN206724943U (en) | 2017-05-03 | 2017-05-03 | Based on the high device of RTK centerings in static GPS survey and measuring instrument |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720481754.2U CN206724943U (en) | 2017-05-03 | 2017-05-03 | Based on the high device of RTK centerings in static GPS survey and measuring instrument |
Publications (1)
Publication Number | Publication Date |
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CN206724943U true CN206724943U (en) | 2017-12-08 |
Family
ID=60508183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201720481754.2U Expired - Fee Related CN206724943U (en) | 2017-05-03 | 2017-05-03 | Based on the high device of RTK centerings in static GPS survey and measuring instrument |
Country Status (1)
Country | Link |
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CN (1) | CN206724943U (en) |
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2017
- 2017-05-03 CN CN201720481754.2U patent/CN206724943U/en not_active Expired - Fee Related
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171208 Termination date: 20210503 |