CN203964938U - GPS-RTK measuring system fixed pedestal - Google Patents
GPS-RTK measuring system fixed pedestal Download PDFInfo
- Publication number
- CN203964938U CN203964938U CN201420383250.3U CN201420383250U CN203964938U CN 203964938 U CN203964938 U CN 203964938U CN 201420383250 U CN201420383250 U CN 201420383250U CN 203964938 U CN203964938 U CN 203964938U
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- CN
- China
- Prior art keywords
- gps
- rtk
- measuring system
- fixed pedestal
- bolt
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
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- Position Fixing By Use Of Radio Waves (AREA)
Abstract
The utility model relates to a kind of fixed pedestal, be specifically related to a kind of GPS-RTK measuring system fixed pedestal, technical matters to be solved has been to provide a kind of simple in structure, rationally, easy to use, the GPS-RTK measuring system fixed pedestal being convenient for carrying, the technical scheme adopting is that the bottom of GPS-RTK receiver is provided with coupling sleeve, in described sleeve, be fixed with nut, the top of described A-frame is provided with bolt, adjust plate center and have through hole, described adjustment sleeve-board is contained on bolt, GPS-RTK receiver passes through nut, bolt is fixed on A-frame, the utility model is simple and reasonable for structure, is widely used in the fixing of GPS-RTK measuring system.
Description
Technical field
The utility model relates to a kind of fixed pedestal, is specifically related to a kind of GPS-RTK measuring system fixed pedestal.
Background technology
Global position system GPS-RTK measuring technique is widely used in Surveying and Mapping Industry at present, GPS-RTK measures both can provide point coordinate and elevation in real time, can know in real time measurement positional accuracy again, precision can reach centimetre-sized, greatly improve work efficiency, can meet the needs that mining area is measured completely.
GPS-RTK measurement is used more extensive especially in topographical surveying, and while settling GPS-TRK base station in Job Operations process in the wild, instrument does not need the accurate levelling centering in down-hole, adopt existing fixed pedestal, use very trouble, and pedestal is heavier, carries also inconvenient.
Utility model content
The utility model overcomes the deficiency that prior art exists, and technical matters to be solved has been to provide a kind of simple and reasonable for structure, easy to use, the GPS-RTK measuring system fixed pedestal being convenient for carrying.
For solving the problems of the technologies described above, the technical scheme that this utility model adopts is: GPS-RTK measuring system fixed pedestal, comprise GPS-RTK receiver and A-frame, the bottom of described GPS-RTK receiver is provided with coupling sleeve, in described sleeve, be fixed with nut, the top of described A-frame is provided with bolt, adjusts plate center and has through hole, described adjustment sleeve-board is contained on bolt, and GPS-RTK receiver is fixed on A-frame by nut, bolt.
Preferably, described adjustment plate consists of multi-layer gasket stack.
Preferably, the diameter of described adjustment plate is 10-13cm, and center hole diameter is 1-2cm.
The utility model is simple and reasonable for structure, adopts GPS-RTK receiver to be directly connected with A-frame by bolt, nut, saves original labyrinth, easy for installation, is convenient for carrying, and cost of manufacture is cheap.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model GPS-RTK measuring system fixed pedestal.
In figure: 1 is GPS-RTK receiver, 2 is A-frame, and 3 is sleeve, and 4 is nut, and 5 is bolt, and 6 for adjusting plate, and 7 is pad.
Embodiment
The specific embodiment of the utility model being done below in conjunction with accompanying drawing is described further.
As shown in Figure 1, GPS-RTK measuring system fixed pedestal, comprise GPS-RTK receiver 1 and A-frame 2, the bottom of GPS-RTK receiver 1 is provided with coupling sleeve 3, in sleeve 3, be fixed with nut 4, nut 4 is fixedly connected with sleeve 3, guarantee that 4, nut arbitrarily rotates, the top of A-frame 2 is provided with bolt 5, adjust plate 6 centers and have through hole, adjusting plate 6 is sleeved on bolt 5, GPS-RTK receiver 1 is by nut 4, bolt 5 is fixed on A-frame 2, adjusting plate 6 consists of multi-layer gasket 7 stacks, the diameter of adjusting plate 6 is 10-13cm, center hole diameter is 1-2cm.Adjusting the thickness of plate 6 can adjust arbitrarily, meets the needs of in-site measurement, and adopts this structure installation, easy to connect, fixing reliable, is also convenient for carrying, and is applicable to field survey.
By reference to the accompanying drawings embodiment of the present utility model is explained in detail above; but the utility model is not limited to above-described embodiment; in the ken possessing those of ordinary skills; the various variations that can also make under the prerequisite that does not depart from the utility model aim, also should be considered as protection domain of the present utility model.
Claims (3)
1.GPS-RTK measuring system fixed pedestal, comprise GPS-RTK receiver (1) and A-frame (2), it is characterized in that: the bottom of described GPS-RTK receiver (1) is provided with coupling sleeve (3), in described sleeve (3), be fixed with nut (4), the top of described A-frame (2) is provided with bolt (5), adjust plate (6) center and have through hole, it is upper that described adjustment plate (6) is sleeved on bolt (5), and GPS-RTK receiver (1) is fixed on A-frame (2) by nut (4), bolt (5).
2. GPS-RTK measuring system fixed pedestal according to claim 1, is characterized in that: described adjustment plate (6) consists of multi-layer gasket (7) stack.
3. GPS-RTK measuring system fixed pedestal according to claim 1, is characterized in that: the diameter of described adjustment plate (6) is 10-13cm, and center hole diameter is 1-2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420383250.3U CN203964938U (en) | 2014-07-12 | 2014-07-12 | GPS-RTK measuring system fixed pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420383250.3U CN203964938U (en) | 2014-07-12 | 2014-07-12 | GPS-RTK measuring system fixed pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203964938U true CN203964938U (en) | 2014-11-26 |
Family
ID=51925506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420383250.3U Expired - Lifetime CN203964938U (en) | 2014-07-12 | 2014-07-12 | GPS-RTK measuring system fixed pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203964938U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106468549A (en) * | 2015-08-19 | 2017-03-01 | 天津市北斗卫星导航定位技术有限公司 | Construction verticality measuring method based on RTK system |
-
2014
- 2014-07-12 CN CN201420383250.3U patent/CN203964938U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106468549A (en) * | 2015-08-19 | 2017-03-01 | 天津市北斗卫星导航定位技术有限公司 | Construction verticality measuring method based on RTK system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141126 |
|
| CX01 | Expiry of patent term |