CN106499217A - GNSS base stations protect room structure with robot measurement base station integral type - Google Patents
GNSS base stations protect room structure with robot measurement base station integral type Download PDFInfo
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- CN106499217A CN106499217A CN201611006006.5A CN201611006006A CN106499217A CN 106499217 A CN106499217 A CN 106499217A CN 201611006006 A CN201611006006 A CN 201611006006A CN 106499217 A CN106499217 A CN 106499217A
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- gnss
- observation
- robot measurement
- base station
- observation pier
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
- E04H1/1238—Shelters for engines, e.g. electrical meter housings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The present invention relates to safety monitoring device field, especially a kind of GNSS base stations for solving the difficult problem that safety monitoring field robot measurement base station stability is checked protect room structure with robot measurement base station integral type, the structure includes GNSS observation piers and robot measurement observation pier, also include the observation pier foundation being arranged in protection room wall body structure, GNSS observation pier forced centering base and robot measurement observation pier forced centering base are correspondingly arranged at the top of the GNSS observation piers and robot measurement observation pier respectively, the GNSS observation piers and robot measurement observation pier are may be contained within same observation pier foundation, GNSS observation piers are stuck up on the roof by protecting the roof skylight in roof portion.Present invention is particularly suitable for arrange the monitoring occasion of GNSS observations and robot measurement observation simultaneously.
Description
Technical field
The present invention relates to safety monitoring device field, especially a kind of GNSS base stations and robot measurement base station one
Formula protects room structure.
Background technology
In safety monitoring field, typically observed using robot measurement or GNSS (GPS) observations are realized
Automatization is monitored in areal deformation, and this is accomplished by setting up robot measurement base station or GNSS base stations.Wherein, robot measurement base
Quasi- station includes total powerstation, observation pier, protection room and corresponding aid system.Robot measurement realizes that the principle of automatic observation is
With robot measurement base station as fixed point, with high precision total station observation and the distance and angle of measuring point, so as to obtain measuring point
Whether it is subjected to displacement relative to robot measurement base station.But often the robot measurement base station as fixed point is likely to send out
Raw displacement, so that have impact on the verity of the testee displacement for observing.GNSS base stations include GNSS receiver, antenna,
Protection room and corresponding aid system.The principle that GNSS based on base station is observed is first to carry out surveying area GNSS base stations with country
Or local base station translocation, detect and survey whether GNSS base stations in area are subjected to displacement.If be not subjected to displacement, directly surveying area
GNSS base stations are fixed point；In the event of displacement, moved by translocation data numeral in line and be modified, by revised survey area
GNSS benchmark station coordinates is used as fixed point.Reception synchronous with measuring point and carries out difference processing at satellite-signal again, after being corrected
Measuring point coordinate, so as to learn whether measuring point is subjected to displacement.
At present, as two kinds of observation methods are each advantageous, robot measurement accuracy of observation high cost is low, and GNSS observations are not required to
Intervisibility simultaneously can be carried out and national or local base station translocation, so a lot of engineerings employ both monitoring meanss simultaneously.But
Total powerstation due to being located in robot measurement observation pier need to be located at interior, and the GNSS antenna in GNSS observation piers need to be located at
Outdoor, robot measurement observation pier and GNSS observation piers are all separate foundation, can not thus use GNSS base stations with country
Or the result of local base station translocation judges whether robot measurement base station there occurs displacement, can not be repaiied with GNSS base stations
The displacement of positive value correction robot measurement base station.
Content of the invention
The technical problem to be solved ensures by being to provide one kind that GNSS antenna observation pier is stretched out outside room more preferably
Reception GNSS signal, ensure that total powerstation obtains good protection indoors, and solve safety monitoring field measuring machine
The GNSS base stations for the difficult problem that device people's base station stability is checked protect room structure with robot measurement base station integral type.
The technical solution adopted for the present invention to solve the technical problems is：GNSS base stations and robot measurement base station one
Body formula protects room structure, including GNSS observation piers and robot measurement observation pier, also includes being arranged in protection room wall body structure
Observation pier foundation, be correspondingly arranged at the top of the GNSS observation piers and robot measurement observation pier respectively GNSS observation piers pressure
Centering pedestal and robot measurement observation pier forced centering base, the GNSS observation piers and robot measurement observation pier are respectively provided with
On same observation pier foundation, GNSS observation piers are stuck up on the roof by protecting the roof skylight in roof portion.
It is further to be provided with automatic control window on protection room wall body structure.
Be further be provided with the gap between the GNSS observation piers and roof skylight water proof rubber carry out close
Envelope.
It is further that the protection room wall body structure neighboring is provided with gutter.
It is further that, including ladder step, the robot measurement observation pier side is provided with terraced step.
It is further that the observation pier foundation is by joint bar and basement rock strong bonded.
The invention has the beneficial effects as follows：The present invention is by GNSS antenna observation pier and the same base of robot measurement total powerstation observation pier
Plinth is arranged, by observing the design and automatic control window design that put in a skylight on roof, you can ensure that GNSS antenna observation pier stretches out room
Outer preferably reception GNSS signal, ensures that total powerstation obtains good protection indoors.Robot measurement total powerstation is observed
Pier height can ensure to cross exterior wall observation, it is therefore prevented that because the too low outdoor someone of exterior wall is disturbed to total powerstation work.Most important
Be that the stability of GNSS antenna observation pier by being checked with national or local base station translocation and can be revised, measuring machine
Device people's total powerstation observation pier is postponed with basis cloth with GNSS antenna observation pier, and its displacement is synchronous with GNSS antenna observation pier, and which is steady
Qualitative can accordingly be checked and be revised, so as to solve what robot measurement base station stability in safety monitoring field was checked
A difficult problem.Present invention is particularly suitable for arrange the monitoring occasion of GNSS observations and robot measurement observation simultaneously.
Description of the drawings
Fig. 1 is the front view of the present invention.
Fig. 2 is the top view of the present invention.
It is labeled as in figure：GNSS observation piers 1, GNSS observation piers forced centering base 2, observation pier foundation 3, robot measurement
Observation pier 4, robot measurement observation pier forced centering base 5, ladder step 6, automatic control window 7, water proof rubber 8, protection room body of wall
Structure 9, entrance 10, roof skylight 11, ground 12, protection roof portion 13, gutter 14.
Specific embodiment
The present invention is further described below in conjunction with the accompanying drawings.
GNSS base stations as shown in Figure 1 and Figure 2 protect room structure with robot measurement base station integral type, including GNSS
Observation pier 1 and robot measurement observation pier 4, also include the observation pier foundation 3 being arranged in protection room wall body structure 9, described
GNSS observation pier forced centering base 2 and measurement are correspondingly arranged at the top of GNSS observation piers 1 and robot measurement observation pier 4 respectively
Robot observation pier forced centering base 5, the GNSS observation piers 1 and robot measurement observation pier 4 may be contained within same sight
Survey on pier foundation 3, GNSS observation piers 1 are stuck up on the roof by protecting the roof skylight 11 in roof portion 13.
Before the solution of the present invention, actual monitoring is usually needed in the face of such problem：As robot measurement is seen
Survey precision high cost low, and GNSS observations are not required to intervisibility and can carry out and national or local base station translocation, so a lot of engineerings
Both monitoring meanss are employed simultaneously.But the total powerstation due to being located in robot measurement observation pier 4 need to be located at interior, position
GNSS antenna in GNSS observation piers 1 need to be located outside, and robot measurement observation pier 4 and GNSS observation piers 1 are all separately to build
Vertical, result that thus can not be with GNSS base stations with national or local base station translocation judges that robot measurement base station is
The no displacement that there occurs displacement, the value correction robot measurement base station of GNSS base station corrections can not be used.Therefore, adopting
After the solution of the present invention, due to GNSS observation piers 1 and robot measurement observation pier 4 may be contained within same observation pier foundation 3 it
On, as shown in figure 1, corresponding be also devised with being provided with automatic control window 7 and GNSS observations on protection room wall body structure 9
Being provided with water proof rubber 8 at gap between pier 1 and roof skylight 11 carries out the structure such as sealing, and ensures by being successfully realized
GNSS observation piers 1 are stretched out and preferably receive GNSS signal outside room, ensure that the total powerstation on robot measurement observation pier 4 exists
Interior obtains good protection.In general design, the high robot measurement observation piers 4 of 2.2m can ensure that total powerstation crosses 2m
High exterior wall is observed, it is therefore prevented that because the too low outdoor someone of exterior wall is disturbed to total powerstation work.Above all GNSS
The stability of antenna observation pier 1 by being checked with national or local base station translocation and can be revised, and robot measurement is seen
Survey pier 4 to postpone with basis cloth with GNSS antenna observation pier 1, its displacement is synchronous with GNSS antenna observation pier 1, and its stability accordingly may be used
To be checked and be revised, so as to solve the difficult problem that safety monitoring field robot measurement base station stability is checked.Typically
, the observation pier foundation 3 is by joint bar and basement rock strong bonded.In actual use, in order to preferably play overall effect
Really, can be with the following auxiliary equipment of optimal design-aside：GNSS observation piers 1 and 4 side of robot measurement observation pier set up ladder step 6, protect
Set up gutter 14 etc. in 9 neighboring of shield room wall body structure.
Claims (6)
1.GNSS base stations protect room structure with robot measurement base station integral type, including GNSS observation piers (1) and measuring machine
Device people's observation pier (4), it is characterised in that：Including the observation pier foundation (3) being arranged in protection room wall body structure (9), described
GNSS observation pier forced centering base (2) is correspondingly arranged on respectively at the top of GNSS observation piers (1) and robot measurement observation pier (4)
With robot measurement observation pier forced centering base (5), GNSS observation piers (1) and robot measurement observation pier (4) are all provided with
It is placed on same observation pier foundation (3), GNSS observation piers (1) are stretched out by protecting the roof skylight (11) of roof portion (13)
Roof.
2. GNSS base stations as claimed in claim 1 protect room structure, its feature to exist with robot measurement base station integral type
In：Automatic control window (7) is provided with protection room wall body structure (9).
3. GNSS base stations as claimed in claim 1 or 2 protect room structure, its feature with robot measurement base station integral type
It is：It is provided with water proof rubber (8) to be sealed at gap between GNSS observation piers (1) and roof skylight (11).
4. GNSS base stations as claimed in claim 1 or 2 protect room structure, its feature with robot measurement base station integral type
It is：Protection room wall body structure (9) neighboring is provided with gutter (14).
5. GNSS base stations as claimed in claim 1 or 2 protect room structure, its feature with robot measurement base station integral type
It is：Including ladder step (6), robot measurement observation pier (4) side is provided with ladder step (6).
6. GNSS base stations as claimed in claim 1 or 2 protect room structure, its feature with robot measurement base station integral type
It is：Observation pier foundation (3) is by joint bar and basement rock strong bonded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611006006.5A CN106499217A (en) | 2016-11-15 | 2016-11-15 | GNSS base stations protect room structure with robot measurement base station integral type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611006006.5A CN106499217A (en) | 2016-11-15 | 2016-11-15 | GNSS base stations protect room structure with robot measurement base station integral type |
Publications (1)
| Publication Number | Publication Date |
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| CN106499217A true CN106499217A (en) | 2017-03-15 |
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| CN201611006006.5A Pending CN106499217A (en) | 2016-11-15 | 2016-11-15 | GNSS base stations protect room structure with robot measurement base station integral type |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111006581A (en) * | 2019-11-20 | 2020-04-14 | 国家电网有限公司 | Frostproofing pumped storage power station upper reservoir GNSS deformation observation mound |
| CN111142123A (en) * | 2020-02-29 | 2020-05-12 | 山东省地震局 | GPS reference station |
| CN113932727A (en) * | 2021-11-29 | 2022-01-14 | 中国电建集团成都勘测设计研究院有限公司 | Slope deformation monitoring method and system based on scanning total station and GNSS |
| CN113983954A (en) * | 2021-10-19 | 2022-01-28 | 中铁大桥科学研究院有限公司 | Method and device for measuring bridge deck line shape |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111006581A (en) * | 2019-11-20 | 2020-04-14 | 国家电网有限公司 | Frostproofing pumped storage power station upper reservoir GNSS deformation observation mound |
| CN111142123A (en) * | 2020-02-29 | 2020-05-12 | 山东省地震局 | GPS reference station |
| CN113983954A (en) * | 2021-10-19 | 2022-01-28 | 中铁大桥科学研究院有限公司 | Method and device for measuring bridge deck line shape |
| CN113983954B (en) * | 2021-10-19 | 2023-08-11 | 中铁大桥科学研究院有限公司 | Method and device for measuring bridge deck line shape |
| CN113932727A (en) * | 2021-11-29 | 2022-01-14 | 中国电建集团成都勘测设计研究院有限公司 | Slope deformation monitoring method and system based on scanning total station and GNSS |
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Application publication date: 20170315 |