CN209013971U - Subway tunnel deformation auto-monitoring system - Google Patents
Subway tunnel deformation auto-monitoring system Download PDFInfo
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- CN209013971U CN209013971U CN201821879925.8U CN201821879925U CN209013971U CN 209013971 U CN209013971 U CN 209013971U CN 201821879925 U CN201821879925 U CN 201821879925U CN 209013971 U CN209013971 U CN 209013971U
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- deformation
- monitoring terminal
- monitoring
- communication link
- subway tunnel
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Abstract
The utility model provides subway tunnel deformation auto-monitoring system, including settlement monitoring terminal, deformation monitoring terminal, server, radio station, first end PC and the 2nd end PC, settlement monitoring terminal connects server by communication link, server connects the first end PC by communication link, deformation monitoring terminal crosses communication link connection radio station, radio station connects the 2nd end PC by communication link, settlement monitoring terminal includes hydrostatic level and sedimentation communication unit, hydrostatic level connection sedimentation communication unit, the utility model is designed reasonably, it is easy to use, the safety monitoring work that existing building is worn under subway tunnel can preferably be completed, it is suitable for large area deformation monitoring, it and is three dimensionality deformation measurement data, system is arranged and work efficiency is high.
Description
Technical field
The utility model is specifically related to subway tunnel deformation auto-monitoring system.
Background technique
Urban track traffic is often located in complicated urban environment condition, under geology Rock Conditions, and new route is frequent
The buildings such as existing operating line, city public building, residential area, bridge are passed through, engineering construction is inevitably brought newly
Security risk technical problem, destroy, stratum deformation and ground settlement etc., will endanger because construction wrong causes existing building structure
And engineering itself and safety of surrounding environment, bring serious economic loss and casualties.
Utility model content
The purpose of this utility model is to provide subway tunnel deformation auto-monitoring system to solve above-mentioned deficiency.
The purpose of this utility model is achieved through the following technical solutions:
Subway tunnel deformation auto-monitoring system, including settlement monitoring terminal, deformation monitoring terminal, server, radio station,
One end PC and the 2nd end PC, settlement monitoring terminal connect server by communication link, and server connects the by communication link
One end PC, deformation monitoring terminal cross communication link connection radio station, and radio station connects the 2nd end PC by communication link, and settlement monitoring is whole
End includes hydrostatic level and sedimentation communication unit, hydrostatic level connection sedimentation communication unit.
Deformation monitoring terminal includes robot measurement, deformation communication unit, Y shape cable and power supply unit, measurement machine and
Deformation communication unit is separately connected Y shape cable, Y shape cable connection power supply unit.
Hydrostatic level uses differential level.
Deformation communication unit is communicated using GeoCom communication interface with the 2nd end PC.
The utility model has following beneficial effect:
The utility model is designed reasonably, it is easy to use, it can preferably complete the safety that existing building is worn under subway tunnel
Monitoring is suitable for large area deformation monitoring, and is three dimensionality deformation measurement data, and system is arranged and work efficiency is high.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the deformation monitoring terminal structure figure of the utility model.
Specific embodiment
The utility model will be further described below with reference to the accompanying drawings:
As depicted in figs. 1 and 2, subway tunnel deformation auto-monitoring system, including settlement monitoring terminal 1, deformation monitoring are whole
End 2, server 4, radio station 5, the first end PC 7 and the 2nd end PC 6, settlement monitoring terminal 1 connect server 4 by communication link 3,
Server 4 connects the first end PC 7 by communication link, and deformation monitoring terminal 2 crosses communication link and connects radio station 5, and radio station 5 passes through logical
The 2nd end PC 6 of link connection is interrogated, settlement monitoring terminal 1 includes hydrostatic level 8 and sedimentation communication unit 9, and hydrostatic level 8 connects
Connect sedimentation communication unit 9.
Deformation monitoring terminal 2 includes robot measurement 10, deformation communication unit 11, Y shape cable 12 and power supply unit 13, is surveyed
Amount machine 10 and deformation communication unit 11 are separately connected Y shape cable 12, and Y shape cable 12 connects power supply unit 13.
Hydrostatic level uses differential level.
Deformation communication unit is communicated using GeoCom communication interface with the 2nd end PC.
Working principle: after field monitoring terminal collects monitoring point deformation data, by communication unit monitoring information reality
When be sent to network server or receive radio station, be equipped with monitoring of software pc client can real time inspection each monitoring terminal
Monitoring information and export monitoring data as needed, with permission operator can pass through client remote configuration, update
Field monitoring terminal.The liquid chamber of multiple hydrostatic levels of settlement monitoring terminal, which is connected to liquid storage by fluid-through tube, to be held
The gas cavity of device, multiple sensors is connected using snorkel, is eventually connected to fluid reservoir, forms a closed air pressure certainly
Balance system.Datum mark is placed in a stability region, when monitoring point is gone up and down relative to datum mark, will cause each monitoring point
Thus the variation of pressure converses each measuring point relative datum point by the hydraulic size of high-precision silicon wafer core sensor measurement
Pressure variety, and then calculate the deformation of sedimentation of monitoring point relative datum point.The measurement machine that DEFORMATION MONITORING SYSTEM is used
People's working principle: must open the GeoCom communication interface of robot measurement first, carry out data biography by this interface and host computer
It is defeated, and then realize the data exchange of robot measurement and remote computer or server.The setting of robot measurement measuring system
Including survey station, datum mark, monitoring point.Survey station is used to set up robot measurement, it is desirable that has between datum mark, monitoring point good
Sighting condition;Datum mark setting is consolidating motionless place, generally sets 2~3；Layout of the monitoring points is in deformable body key position.It surveys
Amount robot monitors system before use, first passing through the study that manual measurement completes robot measurement, obtains each datum mark, prison
The spatial positional information of measuring point, these information remote transmittings are to the host computer or server for being equipped with monitoring of software and save, rear to survey
Amount robot makees full-automatic, uninterrupted, unattended deformation monitoring under the monitoring program of remote computer or server,
The 3 D deformation size of each point is measured, and measurement data is shown into shape preservation, analysis, early warning, image, is printed out
Deng.
Claims (4)
1. subway tunnel deformation auto-monitoring system, including settlement monitoring terminal, deformation monitoring terminal, server, radio station, first
The end PC and the 2nd end PC, it is characterised in that: settlement monitoring terminal connects server by communication link, and server passes through communication link
Road connects the first end PC, and deformation monitoring terminal crosses communication link connection radio station, and radio station connects the 2nd end PC by communication link, sinks
Drop monitoring terminal includes hydrostatic level and sedimentation communication unit, hydrostatic level connection sedimentation communication unit.
2. subway tunnel deformation auto-monitoring system according to claim 1, it is characterised in that: the deformation monitoring is whole
End includes robot measurement, deformation communication unit, Y shape cable and power supply unit, and measurement machine and deformation communication unit connect respectively
Connect Y shape cable, Y shape cable connection power supply unit.
3. subway tunnel deformation auto-monitoring system according to claim 1, it is characterised in that: the hydrostatic level
Using differential level.
4. subway tunnel deformation auto-monitoring system according to claim 2, it is characterised in that: the deformation communicates single
Member is communicated using GeoCom communication interface with the 2nd end PC.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821879925.8U CN209013971U (en) | 2018-11-15 | 2018-11-15 | Subway tunnel deformation auto-monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821879925.8U CN209013971U (en) | 2018-11-15 | 2018-11-15 | Subway tunnel deformation auto-monitoring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209013971U true CN209013971U (en) | 2019-06-21 |
Family
ID=66842376
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821879925.8U Active CN209013971U (en) | 2018-11-15 | 2018-11-15 | Subway tunnel deformation auto-monitoring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209013971U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113375633A (en) * | 2021-06-15 | 2021-09-10 | 山东高速工程建设集团有限公司 | Tunnel full-longitudinal ground surface settlement monitoring system and method based on static level gauge |
| CN113932766A (en) * | 2021-11-13 | 2022-01-14 | 国网辽宁省电力有限公司沈阳供电公司 | Tunnel settlement monitoring system based on static level gauge and monitoring method thereof |
| CN114413840A (en) * | 2021-11-13 | 2022-04-29 | 国网辽宁省电力有限公司沈阳供电公司 | Intelligent Internet of things differential pressure type static level gauge and detection system |
-
2018
- 2018-11-15 CN CN201821879925.8U patent/CN209013971U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113375633A (en) * | 2021-06-15 | 2021-09-10 | 山东高速工程建设集团有限公司 | Tunnel full-longitudinal ground surface settlement monitoring system and method based on static level gauge |
| CN113932766A (en) * | 2021-11-13 | 2022-01-14 | 国网辽宁省电力有限公司沈阳供电公司 | Tunnel settlement monitoring system based on static level gauge and monitoring method thereof |
| CN114413840A (en) * | 2021-11-13 | 2022-04-29 | 国网辽宁省电力有限公司沈阳供电公司 | Intelligent Internet of things differential pressure type static level gauge and detection system |
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