CN203274736U - Automatic settlement monitoring system - Google Patents
Automatic settlement monitoring system Download PDFInfo
- Publication number
- CN203274736U CN203274736U CN 201320311134 CN201320311134U CN203274736U CN 203274736 U CN203274736 U CN 203274736U CN 201320311134 CN201320311134 CN 201320311134 CN 201320311134 U CN201320311134 U CN 201320311134U CN 203274736 U CN203274736 U CN 203274736U
- Authority
- CN
- China
- Prior art keywords
- monitoring
- point
- pressure sensor
- pressure
- reference point
- 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 - Fee Related
Links
Images
Landscapes
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
The utility model provides an automatic settlement monitoring system which comprises a reference point, a monitoring point and a pressure transfer pipeline used for filling a pressure transfer medium, wherein the reference point and the monitoring point are distributed on the pressure transfer pipeline; a reference pressure sensor is mounted at the reference point; a monitored pressure sensor is mounted at the monitoring point; and the reference pressure sensor and the monitored pressure sensor are both connected with a settlement measuring module used for converting the pressure difference between the monitoring point and the reference point into the elevation difference between the two points. The automatic settlement monitoring device provided by the utility model has higher measurement precision and good adaptability.
Description
Technical field
The utility model relates to a kind of sedimentation monitoring system, especially a kind of settlement automatic monitoring system.
Background technology
At present settlement monitoring mainly adopts and buries various sedimentation punctuates underground and utilize the surveying instruments such as spirit-leveling instrument, total powerstation or GPS to measure.It is larger that this measuring method is subject to the restricted influences such as external environment condition, meteorological condition.When be in interior of building, pipe interior, under water wait environment, do not possess under the environment that instrument sets up condition and use difficulty, need the artificial observation cost high, the factor that affects precision is many, speed is slow.
Summary of the invention
For the deficiency that measuring accuracy is low, applicability is relatively poor that overcomes existing settlement monitoring device, the utility model provide that a kind of measuring accuracy is higher, applicability is good the settlement automatic monitoring system.
The technical scheme that its technical matters that solves the utility model adopts is:
A kind of settlement automatic monitoring system, described settlement automatic monitoring system comprises reference point, monitoring point and in order to be full of the pressure transmission pipeline of pressure transmission medium, described reference point and monitoring point distribute on described pressure transmission pipeline, described reference point reference for installation pressure transducer, the monitoring pressure sensor is installed in described monitoring point, and described datum pressure sensor, monitoring pressure sensor all with in order to the settlement measurement module that converses two difference of elevation between point according to monitoring point and pressure difference value between reference point are connected.
Further, described datum pressure sensor, monitoring pressure sensor are connected with data acquisition module, and described data acquisition module is connected with on-line module.Certainly, described data acquisition module also can be integrated on described pressure transducer.
Technical conceive of the present utility model is: adopt the pressure balance principle of inactive liquid under Action of Gravity Field, converse difference of elevation between 2 by the pressure difference value between monitoring point and reference point.The variation of the different time discrepancy in elevation can be calculated vertical displacement amount and subsidence rate situation.
The beneficial effects of the utility model are mainly manifested in: measuring accuracy is higher, applicability is good.
Description of drawings
Fig. 1 is the structural representation of a kind of settlement automatic monitoring system.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
With reference to Fig. 1, a kind of settlement automatic monitoring system, described settlement automatic monitoring system comprises reference point 5, monitoring point 6 and in order to be full of the pressure transmission pipeline 1 of pressure transmission medium, described reference point 5 and monitoring point 6 distribute on described pressure transmission pipeline 1, described reference point 5 reference for installation pressure transducers 7, monitoring pressure sensors 2 are installed in described monitoring point 6, and described datum pressure sensor 7, monitoring pressure sensor 2 all with in order to the settlement measurement module that converses two difference of elevation between point according to monitoring point 6 and pressure difference value between reference point 5 are connected.
Described datum pressure sensor 7, monitoring pressure sensor 2 are connected with data acquisition module, and described data acquisition module is connected with on-line module 3.Certainly, described data acquisition module also can be integrated on described pressure transducer.
In the present embodiment, by pressure transmission pipeline 1, make monitoring point 6 and reference point 5 be in identical pressure system, adopt the pressure balance principle of inactive liquid under Action of Gravity Field, converse two difference of elevation between point by the pressure difference value between monitoring point 6 and reference point 5.The variation of the different time discrepancy in elevation can be calculated vertical displacement amount and subsidence rate situation.Can be provided with a plurality of monitoring points 6, the monitoring pressure sensor 2 of each monitoring point 6 is connected with described pressure transmission pipeline 1, thereby can monitor simultaneously the sedimentation situation of a plurality of monitoring points 6.Monitoring pressure sensor 2 or datum pressure sensor 7 realize that by the integrated high-accuracy data acquisition module in inside or by high-accuracy data acquisition module independently physical quantity arrives the conversion of digital quantity, the numerical value that obtains is sent to by Wireless Internet access module 3 and realizes the automation remote monitoring on the internet, remote transmission has guaranteed the promptness of data, monitors more effective; The adopts pressure sensor electric measuring method, the restriction that breaks through climatic environment can realize round-the-clock monitoring in 24 hours, speed is fast, can reduce human factor makes achievement more reliable.Electric power system 4 is connected with on-line module with described pressure transducer 2 respectively and is connected, and keeps the electricity consumption needs of system's each several part.
Claims (2)
1. settlement automatic monitoring system, it is characterized in that: described settlement automatic monitoring system comprises reference point, monitoring point and in order to be full of the pressure transmission pipeline of pressure transmission medium, described reference point and monitoring point distribute on described pressure transmission pipeline, described reference point reference for installation pressure transducer, the monitoring pressure sensor is installed in described monitoring point, and described datum pressure sensor, monitoring pressure sensor all with in order to the settlement measurement module that converses two difference of elevation between point according to monitoring point and pressure difference value between reference point are connected.
2. settlement automatic monitoring as claimed in claim 1 system, it is characterized in that: described datum pressure sensor, monitoring pressure sensor are connected with data acquisition module, and described data acquisition module is connected with on-line module.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320311134 CN203274736U (en) | 2013-05-31 | 2013-05-31 | Automatic settlement monitoring system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320311134 CN203274736U (en) | 2013-05-31 | 2013-05-31 | Automatic settlement monitoring system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203274736U true CN203274736U (en) | 2013-11-06 |
Family
ID=49505123
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320311134 Expired - Fee Related CN203274736U (en) | 2013-05-31 | 2013-05-31 | Automatic settlement monitoring system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203274736U (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103868494A (en) * | 2014-04-03 | 2014-06-18 | 山东科技大学 | Surface subsidence monitoring system |
CN103884318A (en) * | 2014-04-03 | 2014-06-25 | 山东科技大学 | Surface subsidence monitoring method |
CN104344809A (en) * | 2014-10-15 | 2015-02-11 | 中国十七冶集团有限公司 | Real-time building settlement monitoring device and method thereof |
CN104976988A (en) * | 2015-07-14 | 2015-10-14 | 国家电网公司 | Tunnel large-elevation-difference settlement measuring system |
CN107560595A (en) * | 2016-07-01 | 2018-01-09 | 北京纳微时代科技有限公司 | Building and geology Monitoring method of the subsidence |
CN107655452A (en) * | 2017-10-19 | 2018-02-02 | 罗锦华 | Hydraulic sensing formula settlement observation system |
CN108645377A (en) * | 2018-08-15 | 2018-10-12 | 中煤科工集团重庆研究院有限公司 | Sedimentation monitoring method for comprehensive pipe gallery |
CN113819884A (en) * | 2021-09-24 | 2021-12-21 | 中海石油(中国)有限公司 | Vertical displacement monitoring system and method for submarine oil production caisson device |
CN114111712A (en) * | 2022-01-26 | 2022-03-01 | 天津风霖物联网科技有限公司 | System and method for monitoring building settlement |
-
2013
- 2013-05-31 CN CN 201320311134 patent/CN203274736U/en not_active Expired - Fee Related
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103868494A (en) * | 2014-04-03 | 2014-06-18 | 山东科技大学 | Surface subsidence monitoring system |
CN103884318A (en) * | 2014-04-03 | 2014-06-25 | 山东科技大学 | Surface subsidence monitoring method |
CN104344809A (en) * | 2014-10-15 | 2015-02-11 | 中国十七冶集团有限公司 | Real-time building settlement monitoring device and method thereof |
CN104976988A (en) * | 2015-07-14 | 2015-10-14 | 国家电网公司 | Tunnel large-elevation-difference settlement measuring system |
CN104976988B (en) * | 2015-07-14 | 2024-03-01 | 江苏省电力公司南京供电公司 | Tunnel large-elevation-difference sedimentation measurement system |
CN107560595A (en) * | 2016-07-01 | 2018-01-09 | 北京纳微时代科技有限公司 | Building and geology Monitoring method of the subsidence |
CN107655452A (en) * | 2017-10-19 | 2018-02-02 | 罗锦华 | Hydraulic sensing formula settlement observation system |
CN108645377A (en) * | 2018-08-15 | 2018-10-12 | 中煤科工集团重庆研究院有限公司 | Sedimentation monitoring method for comprehensive pipe gallery |
CN108645377B (en) * | 2018-08-15 | 2021-08-17 | 中煤科工集团重庆研究院有限公司 | Sedimentation monitoring method for comprehensive pipe gallery |
CN113819884A (en) * | 2021-09-24 | 2021-12-21 | 中海石油(中国)有限公司 | Vertical displacement monitoring system and method for submarine oil production caisson device |
CN113819884B (en) * | 2021-09-24 | 2023-11-21 | 中海石油(中国)有限公司 | Vertical displacement monitoring system and method for submarine oil extraction caisson device |
CN114111712A (en) * | 2022-01-26 | 2022-03-01 | 天津风霖物联网科技有限公司 | System and method for monitoring building settlement |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203274736U (en) | Automatic settlement monitoring system | |
CN201610517U (en) | Dynamometer rubber support | |
CN102607518A (en) | Horizontal multipoint settlement monitoring device and monitoring method thereof based on hydraulic measurement | |
CN103591932A (en) | Electronic observation method for building settlement deformation and observation instrument | |
CN102620794A (en) | Bubble type water level meter | |
CN203443642U (en) | Inclination angle sensing type smart storage tank liquid level detection device | |
CN201083513Y (en) | Deep water level high precision sensor device | |
CN211205265U (en) | Constant temperature static force leveling system | |
CN206095356U (en) | Differential pressure water level measuring apparatu | |
CN202562563U (en) | Sewage level measurement sensor for mine | |
CN104390144A (en) | Urban sewerage system trench terminal beneficial to installation | |
CN204926420U (en) | Automatic monitoring devices of shaft tower mountain landslide | |
CN103323067A (en) | Method for measuring locomotive fuel quantity capable of being converted into standard volume | |
CN203274847U (en) | Self-recording type simple water level measuring well of channels | |
CN203274737U (en) | Replaceable seawall subsidence monitoring device | |
CN105737797A (en) | Vertical deformation detection method and device | |
CN105203079A (en) | Settlement monitoring system based on piezoresistive level gauge and control method of settlement monitoring system | |
CN205209484U (en) | Inclinometer is fixed to formula of buryying | |
CN203587187U (en) | Magnetic induction float water level gauge | |
CN202209978U (en) | Acoustic wave water gauge device | |
CN202372169U (en) | Hydrostatic level | |
CN102622854A (en) | Landslide monitoring alarm instrument | |
CN202522229U (en) | Long-acting static settlement/deflection monitoring system | |
CN203349955U (en) | Corrosion resisting object internal thermometer | |
CN104238525A (en) | Monitoring device of passive drainage system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20131106 Termination date: 20160531 |