CN207646751U - A kind of special observation pier of GNSS deformation monitorings that can be self-powered - Google Patents
A kind of special observation pier of GNSS deformation monitorings that can be self-powered Download PDFInfo
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- CN207646751U CN207646751U CN201721749926.6U CN201721749926U CN207646751U CN 207646751 U CN207646751 U CN 207646751U CN 201721749926 U CN201721749926 U CN 201721749926U CN 207646751 U CN207646751 U CN 207646751U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The utility model discloses a kind of special observation piers of GNSS deformation monitorings that can be self-powered, including：Concrete foundation is arranged pedestal on the basis of the mixed mud, setting hollow pier body on the base, and is arranged in the top of the pier body to mid-game；It is disposed with first partition and second partition from top to bottom inside the pier body, pier internal body portion is cut into battery compartment and instrument bin by the first partition and second partition respectively, the battery compartment is equipped with accumulator, and the instrument bin is equipped with GNSS hosts and solar controller；The side of the top of the pier body is provided with solar panel, is connected through the hinge in the side of pier body at the top of the solar panel, the solar panel bottom is connect by hinge with the side of pier body by they sup-port, the supporting rod.The utility model effectively reduces difficulty of construction, improves installation effectiveness and reduces installation cost, simultaneously, moreover it is possible to realize that field is self-powered, realize emergency monitoring.
Description
Technical field
The utility model is related to GNSS technical fields, and in particular to a kind of special sight of GNSS deformation monitorings that can be self-powered
Survey pier.
Background technology
The full name of GNSS is Global Navigation Satellite System（Global Navigation Satellite System）, it is
Refer to all satellite navigation systems, including the whole world, region and enhancing, as the GPS in the U.S., Russia Glonass,
The Galileo in Europe, the Beidou satellite navigation system of China.Measurement type GNSS antenna is used cooperatively with GNSS receiver, is used for
Receive the GNSS signal of satellite launch.When carrying out deformation monitoring to buildings such as dams, the change for forced centering is often poured
GNSS device, when carrying out GNSS deformation observations, is generally also mounted on forced centering by shape observation pier for installing monitoring instrument
In observation pier.
In a GNSS automates DEFORMATION MONITORING SYSTEM, in addition to the observation devices such as GNSS hosts, GNSS antenna, observation mark
Will, mating power supply, mating data transmission network etc. are indispensable component parts, and affect the deployment way of system.
When carrying out deformation monitoring to buildings such as dams, the forced centering that observation monument generally use armored concrete pours is observed
GNSS antenna is mounted at the top of forced centering observation stand by pier, and then GNSS hosts are mounted in the plug-in cabinet of observation pier,
Simultaneously mating power cable or solar electric power supply system are built to meet host supplying power.But this construction and installation sides GNSS
Formula, the construction period is long, and integration degree is low, and installation process is complicated, and installation cost is high.
Therefore, the existing technology needs to be improved and developed.
Utility model content
The technical problem to be solved by the present invention is to for the drawbacks described above of the prior art, providing one kind can be certainly
The special observation pier of GNSS deformation monitorings of main power supply, the utility model aim to solve the problem that GNSS that in the prior art can be self-powered becomes
Shape monitors the problem that the special observation pier construction period is long, and integration degree is low, and installation process is complicated and installation cost is high.
The utility model technical scheme applied to solve the technical problem is as follows：
The pedestal on the basis of mixed mud, setting hollow pier body on the base is arranged in concrete foundation, and
It is arranged in the top of the pier body to mid-game；
Be disposed with first partition and second partition inside the pier body from top to bottom, the first partition and second every
Pier internal body portion is cut into battery compartment and instrument bin by plate respectively, and the battery compartment is equipped with accumulator, and the instrument bin is equipped with
GNSS hosts and solar controller；
The side of the top of the pier body is provided with solar panel, is connected through the hinge at the top of the solar panel
In the side that the side of pier body, the solar panel bottom pass through hinge and pier body by they sup-port, the supporting rod
Face connects.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the pedestal side of being arranged to
Shape pedestal, four corners of the plinth are all provided with the first screw hole for anchor block body.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the plinth passes through
Four the first screw holes are connected with pedestal built-in fitting.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the pedestal built-in fitting packet
It includes：Angle steel is arranged the screw rod being adapted to first screw hole in the angle steel upper surface, and is arranged in the angle steel lower surface
Round steel pin.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the angle steel lower surface weldering
It is connected to the nut for connecting round steel pin.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the center to mid-game
It is provided with the second screw hole for installing forced centering, threading hole, the threading hole outside are provided on the outside of second screw hole
The WIFI antenna installing holes for installing WIFI antennas are provided with, the centering disc side setting is multiple at equal intervals for installing
The third screw hole of antenna protection cover.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein described that mid-game is arranged to
Collar plate shape is made mid-game of metallic plate mid-game, the collar plate shape.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the first partition is higher by
Pedestal 5-15cm.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the solar panel
Width be less than pier body width.
Preferably, the special observation pier of GNSS deformation monitorings that can be self-powered, wherein the solar panel
It is provided with one or more.
Compared with prior art, the special observation pier of GNSS deformation monitorings that can be self-powered provided by the utility model,
Including：Concrete foundation is arranged pedestal on the basis of the mixed mud, setting hollow pier body on the base, and sets
It sets in the top of the pier body to mid-game；It is disposed with first partition and second partition from top to bottom inside the pier body, institute
It states first partition and second partition and pier internal body portion is cut into battery compartment and instrument bin respectively, the battery compartment is equipped with electric power storage
Pond, the instrument bin are equipped with GNSS hosts and solar controller；The side of the top of the pier body is provided with solar cell
Plate, the solar panel top are connected through the hinge in the side of pier body, and the solar panel bottom passes through support
Bar supports, and the supporting rod is connect by hinge with the side of pier body, and observation pier integrated level is greatly improved, and reduces a large amount of
System design, civil construction and fitter's work amount, to reduce the construction difficulty of GNSS automatic monitoring systems,
It improves installation effectiveness and reduces installation cost, simultaneously, moreover it is possible to realize that the field of observation pier is self-powered, connected applications are wireless
The communication technology, you can the rapid deployment for realizing GNSS DEFORMATION MONITORING SYSTEMs realizes online emergency monitoring.
Description of the drawings
Fig. 1 is a kind of structure of the special observation pier preferred embodiment of GNSS deformation monitorings that can be self-powered of the utility model
Schematic diagram.
Fig. 2 is the bottom in a kind of special observation pier preferred embodiment of GNSS deformation monitorings that can be self-powered of the utility model
Holder structure schematic diagram.
Fig. 3 is the bottom in a kind of special observation pier preferred embodiment of GNSS deformation monitorings that can be self-powered of the utility model
The vertical view of seat built-in fitting.
Fig. 4 is the bottom in a kind of special observation pier preferred embodiment of GNSS deformation monitorings that can be self-powered of the utility model
The front view of seat built-in fitting.
Fig. 5 is pair in a kind of special observation pier preferred embodiment of GNSS deformation monitorings that can be self-powered of the utility model
The vertical view of mid-game.
Specific implementation mode
To keep the purpose of this utility model, technical solution and advantage clearer, clear, develop simultaneously implementation referring to the drawings
The utility model is further described in example.It should be appreciated that specific embodiment described herein is only used to explain this reality
With novel, it is not used to limit the utility model.
The utility model preferred embodiment provides a kind of special observation pier of GNSS deformation monitorings that can be self-powered, such as schemes
Shown in 1, the special observation pier of GNSS deformation monitorings that can be self-powered includes：Concrete foundation 100 is arranged in the mixed mud
Hollow pier body 300, and setting is arranged on the pedestal 200 at 300 top of the pier body in pedestal 200 on earth foundation 100
To mid-game 400；It is disposed with first partition 301 and second partition 302 inside the pier body 300 from top to bottom, described
Pier internal body portion is cut into battery compartment 303 and instrument bin 304, the battery compartment 303 by one partition board 301 and second partition 302 respectively
Accumulator is installed, the instrument bin 304 is equipped with GNSS hosts and solar controller；The side at 300 top of the pier body
It is provided with solar panel 500,500 top of the solar panel is connected through the hinge in the side of pier body 300, described
500 bottom of solar panel is supported by supporting rod 501, and the supporting rod 501 is connected by the side of hinge and pier body 300
It connects.
This uses the integral type deformation observation pier of the self-powered module of provided band, prefabricated using metal structure, can be
Observation pier construction period is reduced to a few hours by live Fast Installation by original a couple of days, and observation pier is designed using hollow type, interior
The space and interface, observation pier external harmoniousness of portion's setting installation GNSS hosts and other corollary equipments are designed with solar cell
Plate is internally integrated power control module and large-capacity battery, constitutes small-sized solar power supply system, can support GNSS hosts
Long-play, realize field it is self-powered, using this observation pier, under the support of wireless communication technique, it can be achieved that GNSS from
The emergent rapid deployment of dynamicization DEFORMATION MONITORING SYSTEM.
The instrument bin 304 is for installing the instrument and equipments such as GNSS hosts, solar powered control panel；The battery compartment
303, for installing high capacity cell, connect with solar control plate, GNSS hosts.
When it is implemented, 500 top of the solar panel is fixed on 300 side of pier body by hinge, it can be vertical
It is rotated in the range of plane 0-90 degree, it, can be by changing in firm banking 200 for adjusting 500 elevation angle of solar panel
Become pier body 300 towards regulating cell plate level azimuth, 500 bottom of solar panel setting supporting rod 501 simultaneously passes through hinge
Chain link is fixed on 300 side of pier body after regulating 500 elevation angle of solar panel, then by the supporting rod other end, described
Solar cell panel voltages are preferably 18V, and power is preferably 10W.
When it is implemented, as shown in Fig. 2, the pedestal 200 is arranged to plinth, four corners of the plinth are all
It is provided with the first screw hole 201 for anchor block body.
In the further preferred embodiment of the utility model, as shown in Figure 1, the plinth passes through four the first screw holes
201 are connected with pedestal built-in fitting 600.
It at casting concrete basis 100, is put into pedestal built-in fitting 600 and flattens, 600 4 jiaos of pedestal built-in fitting is equipped with spiral shell
Bar 602 exposes 100 surface of concrete foundation, is connect with pedestal 200.
When it is implemented, as shown in Figures 3 and 4, the pedestal built-in fitting 600 includes：Angle steel 601 is arranged at the angle
The screw rod 602 of 601 upper surface of steel being adapted to first screw hole 201, and the round steel being arranged in 601 lower surface of the angle steel draw
Foot 603.
In the further preferred embodiment of the utility model, 601 lower surface of the angle steel is welded with for connecting round steel pin
603 nut 604.
When it is implemented, as shown in figure 5, described be useful for the second of installation forced centering to the centrally disposed of mid-game 400
Screw hole 401, second screw hole, 401 outside are provided with threading hole 402, and 402 outside of the threading hole is provided with for installing
The WIFI antenna installing holes 403 of WIFI antennas, it is described multiple to the setting of 400 side of mid-game at equal intervals for installing antenna protection
The third screw hole 404 of cover.
Second screw hole 401 of the forced centering that common-use size is equipped with to 400 center of mid-game, for installing forced centering
Bolt simultaneously connects GNSS antenna, also can be used for installing other observation instruments such as total powerstation；It is described that threading hole is reserved to mid-game 400
402 are connected to 300 inside of pier body, are passed through for GNSS antenna cable, WIFI antenna cables；It is described reserved to 400 outside of mid-game
WIFI antenna installing holes 403, for installing WIFI antennas；It is described that 6 third screw holes 404 are evenly distributed with to 400 edge side of mid-game, it uses
In installation antenna protection cover.
It is described that collar plate shape is arranged to mid-game, the disk to mid-game 400 in the further preferred embodiment of the utility model
Type is made mid-game of metallic plate.
In the further preferred embodiment of the utility model, the first partition 301 is higher by pedestal 5-15cm.
The distance that the first partition 301 is higher by pedestal is preferably from about 10cm, for preventing 300 inner inlet of pier body.
In the further preferred embodiment of the utility model, the width of the solar panel 500 is less than the width of pier body 300
Degree.
In the further preferred embodiment of the utility model, the solar panel 500 is provided with one or more.
In conclusion the utility model discloses a kind of special observation piers of GNSS deformation monitorings that can be self-powered, including：
Concrete foundation is arranged pedestal on the basis of the mixed mud, setting hollow pier body on the base, and is arranged in institute
State the top of the pier body to mid-game；It is disposed with first partition and second partition inside the pier body from top to bottom, described first
Pier internal body portion is cut into battery compartment and instrument bin by partition board and second partition respectively, and the battery compartment is equipped with accumulator, described
Instrument bin is equipped with GNSS hosts and solar controller；The side of the top of the pier body is provided with solar panel, described
Be connected through the hinge at the top of solar panel in the side of pier body, the solar panel bottom by they sup-port,
The supporting rod is connect by hinge with the side of pier body, and observation pier integrated level is greatly improved, and is reduced a large amount of system and is set
Meter, civil construction and fitter's work amount improve to reduce the construction difficulty of GNSS automatic monitoring systems
Installation effectiveness simultaneously reduces installation cost, simultaneously, moreover it is possible to realize that the field of observation pier is self-powered, connected applications wirelessly communicate skill
Art, you can the rapid deployment for realizing GNSS DEFORMATION MONITORING SYSTEMs realizes online emergency monitoring.
It should be understood that the application of the utility model is not limited to above-mentioned citing, those of ordinary skill in the art are come
It says, it can be modified or changed according to the above description, and all these modifications and variations should all belong to the appended power of the utility model
The protection domain that profit requires.
Claims (10)
1. a kind of special observation pier of GNSS deformation monitorings that can be self-powered, which is characterized in that the GNSS that can be self-powered
The special observation pier of deformation monitoring includes：
Pier body hollow on the base, and setting is arranged in concrete foundation, the pedestal being arranged in the concrete foundation
In the top of the pier body to mid-game；
First partition and second partition, the first partition and second partition point are disposed with inside the pier body from top to bottom
Pier internal body portion battery compartment and instrument bin are not cut into, the battery compartment is equipped with accumulator, and the instrument bin is equipped with GNSS
Host and solar controller；
The side of the top of the pier body is provided with solar panel, is connected through the hinge in pier at the top of the solar panel
The side of body, the solar panel bottom are connected by they sup-port, the supporting rod by the side of hinge and pier body
It connects.
2. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 1, which is characterized in that the bottom
Seat is arranged to plinth, and four corners of the plinth are all provided with the first screw hole for anchor block body.
3. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 2, which is characterized in that the side
Shape pedestal is connected with pedestal built-in fitting by four the first screw holes.
4. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 3, which is characterized in that the bottom
Seat built-in fitting include：Angle steel is arranged the screw rod being adapted to first screw hole in the angle steel upper surface, and is arranged described
The round steel pin of angle steel lower surface.
5. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 4, which is characterized in that the angle
Steel lower surface is welded with the nut for connecting round steel pin.
6. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 1, which is characterized in that described right
Centrally disposed the second screw hole for being useful for installation forced centering of mid-game, the second screw hole outside is provided with threading hole, described
The WIFI antenna installing holes for installing WIFI antennas are provided on the outside of threading hole, the centering disc side setting is multiple equidistantly
For installing the third screw hole of antenna protection cover.
7. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 6, which is characterized in that described right
Mid-game is arranged to collar plate shape to mid-game, and the collar plate shape is made mid-game of metallic plate.
8. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 1, which is characterized in that described
One partition board is higher by pedestal 5-15cm.
9. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 1, which is characterized in that it is described too
The width of positive energy solar panel is less than the width of pier body.
10. the special observation pier of GNSS deformation monitorings that can be self-powered according to claim 9, which is characterized in that described
Solar panel is provided with one or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721749926.6U CN207646751U (en) | 2017-12-15 | 2017-12-15 | A kind of special observation pier of GNSS deformation monitorings that can be self-powered |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721749926.6U CN207646751U (en) | 2017-12-15 | 2017-12-15 | A kind of special observation pier of GNSS deformation monitorings that can be self-powered |
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| CN207646751U true CN207646751U (en) | 2018-07-24 |
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ID=62880290
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721749926.6U Active CN207646751U (en) | 2017-12-15 | 2017-12-15 | A kind of special observation pier of GNSS deformation monitorings that can be self-powered |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109612449A (en) * | 2018-11-26 | 2019-04-12 | 中国二冶集团有限公司 | A kind of measurement control stake |
| CN109631740A (en) * | 2018-11-27 | 2019-04-16 | 湖北楚航电子科技有限公司 | Integrated GNSS deformation monitoring equipment |
| CN113390331A (en) * | 2021-05-07 | 2021-09-14 | 中国科学院国家授时中心 | Portable integrated GNSS deformation monitoring pier |
| CN116481505A (en) * | 2023-04-25 | 2023-07-25 | 上海勘测设计研究院有限公司 | Prism and Beidou double-positioning observation pier |
-
2017
- 2017-12-15 CN CN201721749926.6U patent/CN207646751U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109612449A (en) * | 2018-11-26 | 2019-04-12 | 中国二冶集团有限公司 | A kind of measurement control stake |
| CN109631740A (en) * | 2018-11-27 | 2019-04-16 | 湖北楚航电子科技有限公司 | Integrated GNSS deformation monitoring equipment |
| CN113390331A (en) * | 2021-05-07 | 2021-09-14 | 中国科学院国家授时中心 | Portable integrated GNSS deformation monitoring pier |
| CN113390331B (en) * | 2021-05-07 | 2024-05-03 | 中国科学院国家授时中心 | Portable integrated GNSS deformation monitoring pier |
| CN116481505A (en) * | 2023-04-25 | 2023-07-25 | 上海勘测设计研究院有限公司 | Prism and Beidou double-positioning observation pier |
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