CN204043602U - A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite - Google Patents
A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite Download PDFInfo
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- CN204043602U CN204043602U CN201420489831.5U CN201420489831U CN204043602U CN 204043602 U CN204043602 U CN 204043602U CN 201420489831 U CN201420489831 U CN 201420489831U CN 204043602 U CN204043602 U CN 204043602U
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Abstract
The utility model discloses a kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite, comprise existing big-dipper satellite (4), super high rise building (1) is provided with at least plural monitoring base station (3), and near super high rise building (1) relative without negative area arrange at least plural base station (2), described monitoring base station (3) and base station (2) are provided with the big-dipper satellite module of the positioning signal that can receive big-dipper satellite (4), positioning signal is transferred to based terminal system (5) by wireless signal transmission system by described monitoring base station (3) and base station (2).The utility model can not only realize monitoring that is long-term, real-time, robotization to the distortion of super high rise building, and automatically can also process Monitoring Data, analyze and early warning, significant for the accident preventing super high rise building from causing due to over range distortion.
Description
Technical field
The utility model relates to a kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite, belongs to building structure technology for deformation monitoring field.
Background technology
Super high rise building is reaching decades, even go up in century-old military service process, environmental attack, material aging and load effect, artificial or naturally the couplings such as disaster factors such as mutation effect will inevitably cause the accumulative and degradation resistance of the damage of buildings, thus the ability of resisting disaster, normal load and environmental activity is declined, cause catastrophic burst accident.Once the damage accumulation of structural key component to a certain extent, as not by Timeliness coverage and process, damage will be expanded rapidly, thus cause the breaking-up of whole buildings, cause inestimable property loss and casualties.In order to prevent the generation of above-mentioned accident, traditional super high rise building deformation monitoring is all that regularly going of adopting total powerstation, spirit-leveling instrument etc. artificial is monitored, and its precision is subject to the impact of monitoring equipment, monitoring personnel experience, and cannot Real-Time Monitoring.Therefore, existing super high rise building deformation monitoring method or not ideal enough.
Utility model content
The purpose of this utility model is: provide a kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite, monitoring that is long-term, real-time, robotization can not only be realized, and automatically can process Monitoring Data, analyze and early warning, to overcome the deficiencies in the prior art.
A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite of the present utility model, comprise existing big-dipper satellite, super high rise building is provided with at least plural monitoring base station, and near super high rise building relative without negative area arrange at least plural base station, described monitoring base station and base station are provided with the big-dipper satellite module of the positioning signal that can receive big-dipper satellite, and positioning signal is transferred to based terminal system by wireless signal transmission system by described monitoring base station and base station;
Described monitoring base station is arranged on top or the side of super high rise building;
Described wireless signal transmission system is wireless bridge, GPRS network or radio station;
Described based terminal system is made up of receiving system, Data Management Analysis system and early warning system, and described data analysis system can be high in the clouds platform or computer software terminal.
Compared with prior art, the utility model has the advantage of: the utility model is based on the positioning principle of big-dipper satellite, monitoring base station and base station real-time reception is utilized to carry out the positioning signal of big-dipper satellite, because base station is static relative to monitoring base station, therefore, respective positioning signal is transferred to after based terminal system carries out com-parison and analysis by monitoring base station and base station, and then judge whether the coordinate at coordinate relative datum station of monitoring base station offsets, if side-play amount exceedes the higher limit of based terminal system setting, based terminal system then gives a warning, namely early warning is made to the over range distortion of super high rise building, thus can take measures to reduce the impact that contingent disaster causes before the state of affairs expands.Therefore, the utility model can not only realize monitoring that is long-term, real-time, robotization to the distortion of super high rise building, and automatically can also process Monitoring Data, analyze and early warning, significant for the accident preventing super high rise building from causing due to over range distortion.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of monitoring system described in the utility model;
Fig. 2 is the control flow chart of monitoring system described in the utility model.
Description of reference numerals: 1-super high rise building, 2-base station, 3-monitoring base station, 4-big-dipper satellite, 5-based terminal system.
Embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearly, below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment
See Fig. 1, a kind of building structure DEFORMATION MONITORING SYSTEM based on big-dipper satellite of the present invention, comprise existing big-dipper satellite 4, 4 monitoring base stations 3 are installed at the top of building structure 1, described monitoring base station (3) is arranged on building structure (1) monitored site, its installation site need ensure that monitoring base station (3) can receive abundant satellite-signal, to guarantee monitoring accuracy, then relative near building structure 1 arranges 2 base stations 2 without negative area, described monitoring base station 3 and base station 2 are provided with the big-dipper satellite module of the positioning signal that can receive big-dipper satellite 4, positioning signal is transferred to based terminal system 5 with base station 2 by wireless bridge by described monitoring base station 3.Described monitoring base station (3) and base station (2) all adopt solar energy power generating to power.Described based terminal system 5 is made up of receiving system, Data Management Analysis system and early warning system, and described data analysis system is computer software terminal.
Principle of work of the present invention: see Fig. 1 and see Fig. 2, 4 monitoring base stations 3 will to be arranged in building structure 1 as measured point, be arranged on relative 2 base stations 2 without negative area near building structure 1 as calibration point, described monitoring base station 3 and base station 2 are all by the positioning signal of big-dipper satellite module real-time reception big-dipper satellite 4, then accepted positioning signal is transferred to based terminal system 5 with the time interval of 30min by wireless bridge by monitoring base station 3 and base station 2, Data Management Analysis system on based terminal system 5 just can carry out solution calculation and Analysis to monitoring base station 3 and base station 2 positioning signal at once, thus judge whether the coordinate figure at the initial coordinate values relative datum station 2 of monitoring base station 3 offsets, just the deflection of building structure 1 can be drawn according to shift value.If side-play amount exceedes the higher limit of early warning system setting, early warning system then sends alerting signal, namely makes early warning to the distortion of the over range of building structure, thus can take measures to reduce the impact that contingent disaster causes before the state of affairs expands.In order to improve monitoring accuracy, monitoring base station 3 and base station 2 are arranged to the positioning signal that simultaneously can receive more than 8 big-dipper satellites 4, therefore, monitoring base station 3 and base station 2 can transmit at least 8 group elements of a fix data to based terminal system 5 at every turn, Data Management Analysis system on based terminal system 5 compares analysis to these elements of a fix data of more than 8 groups simultaneously, thus monitoring base station 3 and the more accurate coordinate figure of base station 2 can be drawn, its monitoring accuracy can be up to the standard direction 2mm, vertical direction 5mm.
Claims (4)
1. the super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite, comprise existing big-dipper satellite (4), it is characterized in that: at least plural monitoring base station (3) is installed on super high rise building (1), and near super high rise building (1) relative without negative area arrange at least plural base station (2), described monitoring base station (3) and base station (2) are provided with the big-dipper satellite module of the positioning signal that can receive big-dipper satellite (4), positioning signal is transferred to based terminal system (5) by wireless signal transmission system by described monitoring base station (3) and base station (2).
2. according to claim 1 based on the super high rise building DEFORMATION MONITORING SYSTEM of big-dipper satellite, it is characterized in that: described monitoring base station (3) is arranged on top or the side of super high rise building (1).
3. according to claim 1 based on the super high rise building DEFORMATION MONITORING SYSTEM of big-dipper satellite, it is characterized in that: described wireless signal transmission system is wireless bridge, GPRS network or radio station.
4. according to claim 1 based on the super high rise building DEFORMATION MONITORING SYSTEM of big-dipper satellite, it is characterized in that: described based terminal system (5) is made up of receiving system, Data Management Analysis system and early warning system, described data analysis system can be high in the clouds platform or computer software terminal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420489831.5U CN204043602U (en) | 2014-08-28 | 2014-08-28 | A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420489831.5U CN204043602U (en) | 2014-08-28 | 2014-08-28 | A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite |
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| CN204043602U true CN204043602U (en) | 2014-12-24 |
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| CN201420489831.5U Expired - Fee Related CN204043602U (en) | 2014-08-28 | 2014-08-28 | A kind of super high rise building DEFORMATION MONITORING SYSTEM based on big-dipper satellite |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104864837A (en) * | 2015-05-27 | 2015-08-26 | 武汉光谷北斗控股集团有限公司 | Bridge deformation monitoring data correction method based on Beidou mobile cors base station |
| CN105606042A (en) * | 2015-12-17 | 2016-05-25 | 中电投工程研究检测评定中心 | Method and equipment for monitoring deformation of building |
| CN106705830A (en) * | 2017-01-17 | 2017-05-24 | 中建局集团建设发展有限公司 | Beidou satellite-based super high-rise building high-precision deformation monitoring system and monitoring method |
| CN111380452A (en) * | 2020-03-30 | 2020-07-07 | 江苏龙源振华海洋工程有限公司 | Pile top flange flatness detection device |
| CN114234901A (en) * | 2021-11-30 | 2022-03-25 | 中建四局第一建设有限公司 | Information monitoring method and system for dismantling and modifying super high-rise building |
| CN114877798A (en) * | 2022-03-31 | 2022-08-09 | 北京建筑大学 | Vortex wave/IMU (inertial measurement Unit) fused building deformation monitoring method and system |
-
2014
- 2014-08-28 CN CN201420489831.5U patent/CN204043602U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104864837A (en) * | 2015-05-27 | 2015-08-26 | 武汉光谷北斗控股集团有限公司 | Bridge deformation monitoring data correction method based on Beidou mobile cors base station |
| CN104864837B (en) * | 2015-05-27 | 2017-10-13 | 武汉光谷北斗控股集团有限公司 | A kind of bridge deformation Monitoring Data modification method that cors base stations are moved based on the Big Dipper |
| CN105606042A (en) * | 2015-12-17 | 2016-05-25 | 中电投工程研究检测评定中心 | Method and equipment for monitoring deformation of building |
| CN106705830A (en) * | 2017-01-17 | 2017-05-24 | 中建局集团建设发展有限公司 | Beidou satellite-based super high-rise building high-precision deformation monitoring system and monitoring method |
| CN111380452A (en) * | 2020-03-30 | 2020-07-07 | 江苏龙源振华海洋工程有限公司 | Pile top flange flatness detection device |
| CN114234901A (en) * | 2021-11-30 | 2022-03-25 | 中建四局第一建设有限公司 | Information monitoring method and system for dismantling and modifying super high-rise building |
| CN114877798A (en) * | 2022-03-31 | 2022-08-09 | 北京建筑大学 | Vortex wave/IMU (inertial measurement Unit) fused building deformation monitoring method and system |
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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: 20141224 Termination date: 20180828 |