CN203012914U - Integral stability remote 3-D digital safety early warning system for high slope - Google Patents
Integral stability remote 3-D digital safety early warning system for high slope Download PDFInfo
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- CN203012914U CN203012914U CN 201320010213 CN201320010213U CN203012914U CN 203012914 U CN203012914 U CN 203012914U CN 201320010213 CN201320010213 CN 201320010213 CN 201320010213 U CN201320010213 U CN 201320010213U CN 203012914 U CN203012914 U CN 203012914U
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Abstract
An integral stability remote 3-D digital safety early warning system for a high slope comprises a GPS positioning system which is connected with an automatic data acquisition instrument, a GPRS static data acquisition instrument, a communication emission base station, a commercial satellite, a communication reception base station, the Internet and a computer in sequence. The integral stability remote 3-D digital safety early warning system for a high slope is characterized by also comprising several declinators and several pore pressure gauges, wherein the GPS positioning system, the declinators and the pore pressure gauges are connected to the input terminal of the automatic data acquisition instrument in a wired connection manner. According to the integral stability remote 3-D digital safety early warning system for a high slope, 3-D coordinate data of the measuring points at the surface of the high slope, dislocation slip data of a sliding surface and real-time monitor data of the pore water pressure surrounding the sliding surface are acquired and transmitted to a remote subscriber computer for processing, all early warning information is sent to the mobile phones of the related personnel in a mobile phone short message mode through the short message module connected with the remote computer, and thereby integral stability remote 3-D digital safety early warning for the high slope is completed.
Description
Technical field
The utility model belongs to the relevant high slope geologic hazard engineering fields such as highway, railway, water conservancy and hydropower, is used for the safe early warning of Stability for High Slope; Be specifically related to the long-range 3-dimensional digital safety pre-warning system of high slope comprehensive stability.
Background technology
Construction along with high-grade highway, mountain railway, large medium-size station and slope, various limit (bank) engineering etc., the geologic hazards such as landslide take place frequently, Stability for High Slope gets more and more and causes industry people's concern, and the long-range 3-dimensional digital safe early warning of exploitation high slope comprehensive stability has very important practical significance.
Still few aspect the research of the long-range 3-dimensional digital safe early warning of high slope comprehensive stability both at home and abroad, according to domestic literature, although China's only a few highway, mineral products, seabed tunnel, railway have been built with database, the early warning of constructing tunnel multiple information and safety management, but to so far, there is not yet the bibliographical information of the long-range 3-dimensional digital safe early warning of high slope comprehensive stability that integrates Stability for High Slope Three-dimension Numerical Model and three-dimensional visualization safe early warning platform.
The utility model content
The technical problems to be solved in the utility model is to provide a kind of high slope comprehensive stability long-range 3-dimensional digital safety pre-warning system.The system that uses the utility model to provide, can real-time continuous monitor high slope surface measuring point three-dimensional coordinate situation of change and high slope slipping plane changing of the relative positions slippage situation, and the measured data real-time continuous is transferred to remote monitoring and data processing host, according to high slope surface displacement data, slipping plane shuffle data store and pore water pressure force data step by step, complete the Stability for High Slope grading forewarning system.
It is as follows that the utility model solves the problems of the technologies described above the technical scheme of taking: the long-range 3-dimensional digital safety pre-warning system of a kind of high slope comprehensive stability, comprise the GPS positioning system, the automatic data collection instrument that connects successively, GPRS static data Acquisition Instrument, communications transmit base station, commercial satellite, communications reception base station, internet and computing machine; Automatic data collection instrument output terminal wireless connections GPRS static data Acquisition Instrument, between GPRS static data Acquisition Instrument, communications transmit base station, commercial satellite, communications reception base station, internet successively wireless signal communication connect, the internet is connected with remote computer, computing machine is connected with the F2003GSMDTU SMS module, and the F2003GSMDTU SMS module is connected with several mobile phone wireless signal and communications; It is characterized in that: also comprise some tiltmeters and some pore pressure gauges; GPS positioning system, tiltmeter and pore pressure gauge are typically wire connected to automatic data collection instrument input end.
During application, provide high slope displacement field characteristic parameter according to the surperficial landform shape of high slope, Stability for High Slope Three-dimension Numerical Model, comprise potential sliding surface position, determine that the GPS receiving instrument is in the installation position quantity on high slope surface and tiltmeter and the pore pressure gauge installation position quantity at the high slope slipping plane.
The utility model provides a kind of long-range 3-dimensional digital safe early warning of high slope comprehensive stability technology based on GPS positioning system, tiltmeter and pore pressure gauge.Application the utility model can make the related personnel in time take preventive measures according to early warning information, has improved simultaneously to be near the personal security of high slope.
Description of drawings
Fig. 1 is that the surperficial GPS receiving instrument of high slope, tiltmeter and pore pressure gauge are arranged the vertical section schematic diagram,
Fig. 2 is the surperficial GPS receiving instrument of high slope, reference point GPS receiving instrument, tiltmeter, pore pressure gauge, automatic data collection instrument and GPRS static data Acquisition Instrument plane of arrangement schematic diagram,
Fig. 3 is the utility model structural relation, the data transmission schematic diagram from spot sensor to mobile phone.
In figure: the surperficial GPS receiving instrument of 1-high slope, 2-automatic data collection instrument, 3-GPRS static data Acquisition Instrument, 4-reference point GPS receiving instrument, 5-sliding mass, 6-high slope is surperficial, 7-slipping plane, 8-commercial satellite, 9-communications transmit base station, 10-internet, 11-remote monitoring and data processing host also claim remote computer, 12-F2003GSMDTU SMS module, 13-mobile phone, 14-communications reception base station, 15-tiltmeter, 16-pore pressure gauge.
Embodiment
As Fig. 1, Fig. 2 and shown in Figure 3: the long-range 3-dimensional digital safety pre-warning system of a kind of high slope comprehensive stability, comprise GPS positioning system, three groups of tiltmeters and three groups of pore pressure gauges, the automatic data collection instrument 2 that connects successively, GPRS static data Acquisition Instrument 3, communications transmit base station 9, commercial satellite 8, communications reception base station 14, internet 10 and computing machine 11; The GPS positioning system comprises three high slope surface GPS receiving instruments 1 and reference point GPS receiving instrument 4; Wired connection between high slope surface GPS receiving instrument 1 and reference point GPS receiving instrument 4, the surperficial GPS receiving instrument 1 of high slope, reference point GPS receiving instrument 4, tiltmeter 15 are connected to one with pore pressure gauge 16 and are connected main line; Connecting main line is connected with automatic data collection instrument 2 input ends; Automatic data collection instrument 2 output terminal wireless connections GPRS static data Acquisition Instruments 3, between GPRS static data Acquisition Instrument 3, communications transmit base station 14, commercial satellite 8, communications reception base station 14, internet 10 successively wireless signal communication connect, internet 10 is connected with remote computer 11, computing machine 11 is connected with F2003GSMDTU SMS module 12, and F2003GSMDTU SMS module 12 is connected with several mobile phone 13 wireless signal communications.
Fig. 1 illustrates the surperficial GPS receiving instrument 1 of high slope, tiltmeter 15 and pore pressure gauge 16 laying situations; High slope comprises high slope surface 6, sliding mass 5 and slipping plane 7; Referring to Fig. 2, the appropriate location arranges reference point GPS receiving instrument 4 beyond high slope, 6 arrange three GPS receiving instruments 1 on the high slope surface, all vertically pass through slipping plane 7 in high slope three positions, place several tiltmeter 15 and several pore pressure gauges 16 are set, several tiltmeters 15 that every place arranges consist of one group of tiltmeter, several pore pressure gauges 16 that every place arranges, consist of one group of pore pressure gauge, three groups of tiltmeters are connected main line with three groups of pore pressure gauges and GPS positioning system by one and are connected with automatic data collection instrument 2 input ends.Skilled in the art will recognize that, the quantity of high slope surface GPS receiving instrument 1, in position, a few place of high slope, tiltmeter 15 and pore pressure gauge 16 are set, and the quantity of the set tiltmeter 15 in position, every place and pore pressure gauge 16, the displacement field characteristic parameter that provides according to the surperficial landform shape of high slope, Stability for High Slope Three-dimension Numerical Model during concrete the application is determined, is not subjected to the restriction of the present embodiment.
Application process of the present utility model is as follows:
(1) object of selecting a high slope to implement as the long-range 3-dimensional digital safety pre-warning system of high slope comprehensive stability; Find out its Geological Environment Engineering, collect this high slope physical mechanics parameter of rock and soil and implement early warning system Regional Hydrologic meteorological data;
(2) resolve software solution in remote monitoring and data processing host installation U.S. Ashtech Ash Tyke GPS; Remote monitoring and data processing host are based on step (1) gained high slope Rock And Soil physical and mechanical parameter, based on groundwater dynamics theory and continuous medium fast Lagrangian analysis program FLAC
3DSet up the regional Stability for High Slope Three-dimension Numerical Model of early warning system objective for implementation, what the Stability for High Slope Three-dimension Numerical Model comprised mainly that the simulation of high slope stress field simulation, strain field and soil moisture content change the counter stress strain field affects simulation etc., the Stability for High Slope Three-dimension Numerical Model provides the displacement field characteristic parameter, comprises potential sliding surface position;
(3) remote monitoring and data processing host are based on Rock And Soil intensity
C, φThe reduction method is calculated and is provided the potential slipping plane of high slope; Based on VTK (Visualization Toolkit) business software system made Stability for High Slope three-dimensional visualization safe early warning platform;
(4) the displacement characteristic parameter and the potential sliding surface position that provide according to the surperficial landform shape of high slope, Stability for High Slope Three-dimension Numerical Model, high precision double frequency GPS receiving instrument 4 is laid as reference point in the appropriate location beyond high slope, and at the some same model GPS receiving instruments 1 of high slope surface installation, complete the GPS positioning system and lay, gather the surperficial measuring point three-dimensional coordinate of high slope Real-time Monitoring Data; Tiltmeter 15 vertically be installed and vertically passed through slipping plane 7 in high slope, synchronously passing through slipping plane 7 pore pressure gauge 16 is installed, gathering high slope slipping plane changing of the relative positions slippage Real-time Monitoring Data and slipping plane pore water pressure force data on every side; And Real-time Monitoring Data is sent to GPRS static data Acquisition Instrument 2 by automatic data collection instrument 2, send to commercial satellite 8 by near communications transmit base station 9 GPRS static data Acquisition Instrument 3 again, be transferred to afterwards other communications reception base station 14, and enter internet 10 and be transferred to subscriber computer 11, gps data is inputted the Stability for High Slope Three-dimension Numerical Model after GPS resolves software solution to resolve processing;
(5) the initial array data that obtains of Stability for High Slope Three-dimension Numerical Model utilization is completed self-parameter correction and is provided each parameter model threshold value, model follow-up actual measurement high slope surface measuring point displacement data, slipping plane shuffle data store and the pore water pressure force data that will obtain carries out analysis-by-synthesis afterwards, and compare with the block mold threshold value, represent and super warning parameter is carried out the classification safe early warning by Stability for High Slope three-dimensional visualization safe early warning platform; The SMS module of all early warning information by being connected with remote computer is sent to related personnel's mobile phone with mobile phone short messages, thereby completes the long-range 3-dimensional digital safe early warning of high slope comprehensive stability.
Claims (3)
1. long-range 3-dimensional digital safety pre-warning system of high slope comprehensive stability, comprise the GPS positioning system, the automatic data collection instrument that connects successively, GPRS static data Acquisition Instrument, communications transmit base station, commercial satellite, communications reception base station, internet and remote computer; Automatic data collection instrument output terminal wireless connections GPRS static data Acquisition Instrument, between GPRS static data Acquisition Instrument, communications transmit base station, commercial satellite, communications reception base station, internet successively wireless signal communication connect, the internet is connected with remote computer, remote computer is connected with the F2003GSMDTU SMS module, and the F2003GSMDTU SMS module is connected with several mobile phone wireless signal and communications; It is characterized in that: also comprise some tiltmeters (15) and some pore pressure gauges (16); GPS positioning system, tiltmeter (15) are typically wire connected to automatic data collection instrument (2) input end with pore pressure gauge (16).
2. the long-range 3-dimensional digital safety pre-warning system of a kind of high slope comprehensive stability as claimed in claim 1 is characterized in that: the GPS positioning system comprises several high slopes surface GPS receiving instruments (1) and reference point GPS receiving instrument (4); Wired connection between high slope surface GPS receiving instrument (1) and reference point GPS receiving instrument (4), the surperficial GPS receiving instrument (1) of high slope, reference point GPS receiving instrument (4), tiltmeter (15) are connected to one with pore pressure gauge (16) and are connected main line; Connecting main line is connected with automatic data collection instrument (2) input end.
3. the long-range 3-dimensional digital safety pre-warning system of a kind of high slope comprehensive stability as claimed in claim 2, it is characterized in that: reference point GPS receiving instrument (4) is set beyond high slope, on high slope surface (6), several GPS receiving instruments (1) are set, all vertically pass through slipping plane (7) in the high slope plurality of positions several tiltmeters (15) and several pore pressure gauges (16) are set, several tiltmeters (15) that every place arranges consist of one group of tiltmeter, several pore pressure gauges (16) that every place arranges consist of one group of pore pressure gauge, three groups of tiltmeters are connected main line with three groups of pore pressure gauges and GPS positioning system by one and are connected with automatic data collection instrument (2) input end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320010213 CN203012914U (en) | 2013-01-09 | 2013-01-09 | Integral stability remote 3-D digital safety early warning system for high slope |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201320010213 CN203012914U (en) | 2013-01-09 | 2013-01-09 | Integral stability remote 3-D digital safety early warning system for high slope |
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| CN203012914U true CN203012914U (en) | 2013-06-19 |
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| CN 201320010213 Expired - Fee Related CN203012914U (en) | 2013-01-09 | 2013-01-09 | Integral stability remote 3-D digital safety early warning system for high slope |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103077585A (en) * | 2013-01-09 | 2013-05-01 | 中铁二十一局集团有限公司 | Remote three-dimensional digital safe early warning method and system for comprehensive stability of high slope |
| TWI501198B (en) * | 2013-10-31 | 2015-09-21 | Univ Nat Taipei Technology | Slope safety analysis system and its method for applying portable electronic device |
| CN107218976A (en) * | 2017-07-19 | 2017-09-29 | 中国铁路设计集团有限公司 | Automatic Synthesis railway slope monitoring system |
| CN113866015A (en) * | 2021-08-06 | 2021-12-31 | 中铁七局集团第三工程有限公司 | Modular staggered sliding monitoring device for high and steep slope |
| CN113866015B (en) * | 2021-08-06 | 2024-04-30 | 中铁七局集团第三工程有限公司 | Modularized staggered sliding monitoring device for high and steep side slope |
-
2013
- 2013-01-09 CN CN 201320010213 patent/CN203012914U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103077585A (en) * | 2013-01-09 | 2013-05-01 | 中铁二十一局集团有限公司 | Remote three-dimensional digital safe early warning method and system for comprehensive stability of high slope |
| CN103077585B (en) * | 2013-01-09 | 2015-09-16 | 中铁二十一局集团有限公司 | High slope comprehensive stability remote three-dimensional digital safe early warning method and system |
| TWI501198B (en) * | 2013-10-31 | 2015-09-21 | Univ Nat Taipei Technology | Slope safety analysis system and its method for applying portable electronic device |
| CN107218976A (en) * | 2017-07-19 | 2017-09-29 | 中国铁路设计集团有限公司 | Automatic Synthesis railway slope monitoring system |
| CN113866015A (en) * | 2021-08-06 | 2021-12-31 | 中铁七局集团第三工程有限公司 | Modular staggered sliding monitoring device for high and steep slope |
| CN113866015B (en) * | 2021-08-06 | 2024-04-30 | 中铁七局集团第三工程有限公司 | Modularized staggered sliding monitoring device for high and steep side slope |
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| 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: 20130619 Termination date: 20210109 |