CN102434210A - Method and system for monitoring underground engineering portrait information and monitoring information safely - Google Patents

Method and system for monitoring underground engineering portrait information and monitoring information safely Download PDF

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CN102434210A
CN102434210A CN2011103809508A CN201110380950A CN102434210A CN 102434210 A CN102434210 A CN 102434210A CN 2011103809508 A CN2011103809508 A CN 2011103809508A CN 201110380950 A CN201110380950 A CN 201110380950A CN 102434210 A CN102434210 A CN 102434210A
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information
monitoring
module
portrait
data
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CN102434210B (en
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曹大明
段强
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Chengdu accessible testing technology Limited by Share Ltd
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CHENGDU CHANGDATONG UNDERGROUND ENGINEERING TECHNOLOGY DEVELOPMENT Co Ltd
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Abstract

The invention discloses a method and a system for monitoring underground engineering portrait information and monitoring information safely. The system comprises a monitoring measurement information processing system, a portrait information processing system, a comprehensive safety monitoring analyzing module, an early-warning and warning output module and a next-stage geologic structure reporting module. The monitoring measurement information processing system and the portrait information processing system are respectively connected with the input end of the comprehensive safety monitoring analyzing module, and the output end of the comprehensive safety monitoring analyzing module is respectively connected with the next-stage geologic structure reporting module and the early-warning and the warning output module. The method and the system for monitoring the underground engineering portrait information and the monitoring information safely acquire monitoring measurement information and portrait information in real time, analyze safety level of acquired data, perform early warning and warning on dangerous situations and forecast geological situations at the next stage, and have the advantages of performing remote control, timely finding and recording abnormal data information and warning data information, being convenient for technical personnel to analyze, and the like.

Description

Underground engineering portrait information and the method and system of monitoring information security monitoring
Technical field
The present invention relates to a kind of underground engineering portrait information and the method and system of monitoring information security monitoring.
Background technology
21st century is tunnel(Tunnel)The period developed on a large scale with underground engineering, with development of the West Regions and the formulation of the grand blueprint of constructing well-off society, and adhere to people-oriented, comprehensively, coordinate the specific implementation of sustainable development strategies, China railways are in " 15 ", Eleventh Five-Year Plan and between the year two thousand twenty by planning construction " four vertical four horizontal " fast passenger transportation network, Accelerating The Construction Coal Transport passage and container node station, highway national planning builds the five vertical and seven horizontal national trunk highways construction, improve highway network, fully improve road network layout, the construction of above-mentioned heavy construction is required for building substantial amounts of tunnel(Tunnel)And underground engineering.
Complex geological conditions will be run into the process of construction of underground engineering, such as the karst of carbonate Distribution Area, underground river, Genesis of Karst Subsided Column, the rock burst of High Ground Stress Areas, coal and gas prominent in ature of coal stratum, complicated geological structure and underground water, which are dashed forward, to be gushed, landslide, the geological disasters such as large deformation, due to the property complicated and changeable of geological conditions, inaccuracy and the disguise of engineering that rock property is held, the former design of constantly amendment is needed in construction, therefore, in underground engineering construction, understanding and Grasping level to engineering geological condition are to ensure that quickly, one of deciding factor that safety is built, although having carried out substantial amounts of engineering geological investigation work before construction, but due to the limitation of current exploratory techniques means and method and technology, plus the complicated and changeable of geologic body, the situation of engineering rock mass can not be found out completely before construction, characteristic, the position of geological disaster may occur in Accurate Prediction constructing tunnel, property and scale.
The basic characteristics of Tunnel Engineering design are that " geological environment is complicated, Back ground Information lacks ", its construction has very big uncertainty and high risk, since New Austrian Tunneling Method is born, as ground is theoretical and measurement technology, database management technology, development in terms of CAD, constructing tunnel is set to have strided forward " informationization " epoch, most tunnel can typically be considered as linear structure thing, wall rock geology situation is larger along tunnel axis direction change, geological condition can not possibly all be understood before constructing tunnel, even if may be also not science and uneconomic, the particularity of Tunnel Engineering determines it in prospecting, allow have intersection in all too many levels such as design and construction, repeatedly, the geological conditions taken with during constructing tunnel is formd on this basis, mechanics dynamic etc. is continually changing adaptable " Dynamic Construction ", Tunnel Engineering information-aided construction method is the arrangement monitoring test system in construction, the work state information of surrounding rock stability and supporting facility is obtained from the excavation and Bracing Process of live country rock, pass through these information of analyzing and researching, the stability of country rock and the effect of supporting are described indirectly, and feed back in Construction Decision and support system, correct and determine the supporting parameter of new excavation plan, its essence is pass through the advance geologic prediction in the geological mapping and work progress before construction, the bulk information that the deformation of surrounding rock supporting system and structure stress are measured carrys out guiding construction, to obtain a kind of method of optimal underground structure.
China is in underground engineering(Containing mountain tunnel, city underground)Started late in terms of work progress monitoring measurement, artificial gathered data is substantially at now, it is artificial to carry out data analysis phase, such as the description that tunnel tunnel face discloses situation is all completed by manually, pass through geological work personnel's Freehandhand-drawing tunnel tunnel face geological information, the method of face geological information is manually analyzed to realize prediction, in this case, not only live workload is very big, and due to the geological information know-how and the difference of working attitude of field technician, the integrality and accuracy of description are not quite similar, there are many problems, it is not able to verify that the accuracy of advance geologic prediction result simultaneously, artificial gathered data is often by construction environment, weather and the limitation of data collector level make the integrality of Monitoring Data, accuracy, promptness is greatly affected, it cannot ensure " the dynamic design of underground engineering, the realization of Dynamic Construction " information-aided construction theory, underground engineering monitoring information and portrait information could not be combined together progress integrated management analysis, in current work progress monitoring, it is main to pay attention to collect, analytic routines Monitoring Data and Sensor monitoring data, the administrative analysis of excavation face portrait information in work progress is lacked, the geological state that the Large Undergrounds such as tunnel construct excavation face can not be understood, unpredictable front geological condition, work progress safety coefficient is relatively low.
The content of the invention
The purpose of the present invention is to be to overcome the deficiencies in the prior art, a kind of real-time acquisition monitoring measurement information and portrait information are provided, safe class assessment is carried out to the data collected, and early warning and alarm are carried out to dangerous situation, next stage geological condition is made a prediction, with remote monitoring, found in time and recording exceptional and data with alert information, it is easy to technical staff to analyze, the higher underground engineering portrait information of work progress safety coefficient and the method and system of monitoring information security monitoring.
The purpose of the present invention is achieved through the following technical solutions:Underground engineering portrait information and the system of monitoring information security monitoring, it includes monitoring measurement information processing system, portrait information processing system, comprehensive safety monitor analysis module, early warning and alarm output module, next stage geologic structure reporting modules, the input of monitoring measurement information processing system and portrait information processing system respectively with comprehensive safety monitor analysis module is connected, and the output end of comprehensive safety monitor analysis module is connected with next stage geologic structure reporting modules, early warning and alarm output module respectively.
Monitoring measurement information processing system includes monitoring information acquisition module, monitoring information processing and coffer mechanics current intelligence analysis system, monitoring information database, monitoring information output module, monitoring information security model module, monitoring information acquisition module, monitoring information security model module are handled respectively by monitoring information and coffer mechanics current intelligence analysis system is connected with the input of monitoring information database, and the output end of monitoring information database is connected with monitoring information output module, comprehensive safety monitor analysis module respectively;
Information processing system of drawing a portrait includes portrait information acquisition module, vector graphics information processing system, geological information storehouse, portrait information database, information of drawing a portrait displaying and data for projection generation module, portrait message output module, portrait information acquisition module, geological information storehouse is connected by vector graphics information processing system with the input for information database of drawing a portrait respectively, the output end of portrait information database is shown and data for projection generation module with portrait information respectively, portrait message output module, comprehensive safety monitor analysis module is connected, the output end of the displaying of portrait information and data for projection generation module is connected with portrait message output module;
Comprehensive safety monitor analysis module includes vectorial images information module, portrait information analysis formwork module, Analysis of mechanical character of surrounding rock module, monitoring information analyzes formwork module, country rock the evaluation of the safe status module, vectorial images information module is connected by information analysis formwork module of drawing a portrait with Analysis of mechanical character of surrounding rock module, draw a portrait information analysis formwork module input respectively with feature judge module, fender graded judge module, construction technology and condition module, coffer mechanics information specialist library module is connected, the output end of construction technology and condition module, the output end of coffer mechanics information specialist's library module, the input that the output end of monitoring information module analyzes formwork module with monitoring information respectively is connected, the output end of monitoring information analysis formwork module is connected with Analysis of mechanical character of surrounding rock module, the output end of Analysis of mechanical character of surrounding rock module respectively with next stage geologic structure reporting modules, country rock the evaluation of the safe status module is connected, the output end of country rock the evaluation of the safe status module respectively with next stage geologic structure reporting modules, early warning and alarm output module are connected.
Described monitoring information output module includes images outputting module, any combination of report output module.
Underground engineering portrait information and the method for monitoring information security monitoring, it includes, and monitoring measurement information processing, portrait information processing, comprehensive safety monitor analysis, early warning and alarm are exported, next stage geologic structure reports five steps:
(1)Monitoring measurement information processing:
A, monitoring measurement information gathering:By manually gathering, file import and three kinds of modes of automatic data collection any combination acquisition monitoring metric data information;
B, safety monitoring:Real-time security monitoring is carried out to the data message collected, found in real time and recording exceptional and data with alert information;
C, monitoring measurement information processing:Certificate authenticity is carried out to the data that collect, observed by redundancy, rigorous adjustment is carried out, sequential test progressively excluding gross error carries out comprehensive analysis, judges the obedience distribution character of data, infers and forecast the output possible situation of change of country rock;
D, the output of monitoring measurement information:Output display is carried out to figure by the way that any combination of two kinds of output modes of images outputting and report output is unified;
(2)Portrait information processing:
A, portrait information gathering:Gather face geologic data information;
B, vector graphics information processing:The data message collected and the information in geological information storehouse are compared, analyzed, vectorized process is carried out to the data message collected;
C, portrait information output:Data message after processing is packaged, and portrait information output display, axial information are started by face and shows that setting is exported, projection information sets and exported, the portrait information of different excavation faces is attached, continuously excavation information displaying figure is obtained completely;
(3)Comprehensive safety monitor is analyzed:The monitoring and measurement data information collected and representation data information are inputted, portrait information is substantially classified, and carry out comprehensive comparative analysis with monitoring information, data safety integrity level is estimated, corresponding security monitoring report is exported, the safe condition of country rock is confirmed and the safe condition of next stage is predicted;
(4)Early warning and alarm output:Exported by complete report and any combination of bulletin information output form is exported;
(5)Next stage geologic structure is reported:Report geologic structure, the safe condition of next stage.
Described monitoring measurement information handling step and portrait information handling step also include information and store sub-step, and described information storage is stored to the information of information process.
The beneficial effects of the invention are as follows:
(1)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, using monitoring information acquisition module, the modes such as manual data input, file typing, automatic data collection can be supported simultaneously, with real-time collection, remote monitoring, data volume greatly, can uninterrupted continuous monitoring, the information such as position, time that simultaneously recording exceptional and data with alert occur are found in time, facilitate the advantages of technical staff analyzes reason;
(2)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, using monitoring measurement information processing system, accurately holds underground structure itself dynamic(Stress, deformation, strain etc.)Characteristic, realize the intelligent analysis of Monitoring Data, handle various Monitoring Datas, realize security control and the judgement of alert standard, using portrait information processing system, both analysis results are carried out integration analysis by situations such as accurately holding enclosing lithologies, construction, more accurately hold country rock safe condition, control monitoring and portrait information analysis result on the basis of analysis result, timely amendment design, arrangement and method for construction realize informationization designing, information-aided construction;
(3)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, pass through information processing system of drawing a portrait, real-time automatic collecting simultaneously handles portrait information, reduce technical staff workload, more accurately, fast, describe the architectonic announcement situation of face in detail;
(4)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, output is handled by unified figure shows, using general database, it is unified that the processing such as output information positioning, engineer's scale setting, information data piecemeal is carried out to graphical information, different report templates are set by user's requirement, corresponding information output is carried out in template;
(5)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, and using comprehensive safety monitor analysis module, safe class assessment is carried out to the data collected, exports corresponding security monitoring report;
(6)The present invention provides a kind of underground engineering portrait information and the method and system of monitoring information security monitoring, using early warning and alarm modules, next stage geologic structure reporting modules, early warning and alarm are carried out to dangerous situation, and next stage geological condition and state of surrounding rock are made a prediction.
Brief description of the drawings
Fig. 1 is structured flowchart of the invention;
Fig. 2 is the structured flowchart of comprehensive safety monitor analysis module of the present invention;
Fig. 3 is flow chart of the present invention;
Fig. 4 is monitoring measurement message processing flow figure of the present invention;
Fig. 5 is present invention portrait message processing flow figure.
Embodiment
The present invention will be further described below in conjunction with the accompanying drawings, but protection scope of the present invention be not limited to it is as described below.
As shown in Figure 1 and Figure 2, underground engineering portrait information and the system of monitoring information security monitoring, it includes monitoring measurement information processing system, portrait information processing system, comprehensive safety monitor analysis module, early warning alarm output module, monitoring measurement information processing system and portrait information processing system are connected with comprehensive safety monitor analysis module respectively, and comprehensive safety monitor analysis module is connected with early warning alarm output module.
Monitoring measurement information processing system includes monitoring information acquisition module, monitoring information processing and coffer mechanics current intelligence analysis system, monitoring information database, monitoring information output module, monitoring information security model module, monitoring information acquisition module, monitoring information security model module are handled respectively by monitoring information and coffer mechanics current intelligence analysis system is connected with the input of monitoring information database, and the output end of monitoring information database is connected with monitoring information output module, comprehensive safety monitor analysis module respectively;
Monitoring measurement information processing system sets up Analysis on monitoring data model, for different monitoring types(Such as surface subsidence, building settlement, horizontal displacement, soil pressure, framework stress)Data carry out classification collection, classification conventional data is completed to calculate, for be likely to occur artificial data input, electrical form is imported and a variety of data acquisition schemes such as automatic data collection are there is provided corresponding input interface and functional module, and output interface is provided for Monitoring Data security evaluation;Data Security Model is set up, classification security evaluation is carried out for different Monitoring Datas, and comprehensive safety is provided to evaluate output interface;Monitoring Data data base administration, inquiry are provided;Error analysis, regression analysis, induction-arrangement are provided;There is provided various Monitoring Datas mutually to confirm, confirm the reliability of monitoring result;Various analyzing and processing result outputs are provided;
Monitoring information collection module includes artificial collection, file is imported, three kinds of modes of automatic data collection, the initial data collected is divided into displacement class data, mechanical index class data, wherein, displacement class data include ground settlement, Vault settlement, tunnel perimeter restrains displacement, the Monitoring Data such as displacement in ground, mechanical index data include soil pressure, water pressure, reinforcement stresses is strained, anchor axial force etc., for two major class data, displacement monitoring data analysis is calculated according to unified data processing method, preserve to database, wherein, automatic data collection has real-time collection, remote monitoring, data volume is big, can uninterruptedly continuous monitoring the advantages of, monitoring information parameter masterplate is set up in gatherer process, the signal gathered on automation collection instrument on each acquisition channel is subjected to parameter setting, the signal received is calculated automatically from corresponding Mechanical Data according to parameter;
Security monitoring is carried out to the data gathered in real time by monitoring information security model module, the information such as position, time that simultaneously recording exceptional and data with alert occur are found in time, facilitate technical staff to analyze reason;
It is for example linear that monitoring information processing and coffer mechanics current intelligence analysis system provide a variety of equations, index, logarithm, the equations such as power exponent are selective, by calculating coefficient correlation or intuitively the data point relative position relation by observing regression curve and describing, select a most suitable curve, the change of tracing point, wherein, as long as Fitting Analysis has 3 Monitoring Datas just to set up a curve, the possible deformation of subsequent country rock may infer that according to this curve, deformation possible to country rock provides certain forecast, with being continuously increased for Monitoring Data, progressively correct this curve, forecast so to deformation can be more they tended to rationally, using intellectualized technology and operational research theory, comprehensive analysis is carried out to the initial data collected, judge the obedience distribution character of data, respective handling is carried out again, certificate authenticity is carried out to substantial amounts of observation data, observed by redundancy, carry out rigorous adjustment, sequential test progressively excluding gross error, by Strategy patterns by the logic of analysis(Algorithm)It is encapsulated into inside a class, specific algorithm is realized in compound object by way of combination, the realization of data analysis is entrusted into the object implementatio8 of combination by the data of each Monitoring Data type in the way of abstract structure by way of commission again, pass through such mode, set up a general logical algorithm class, the logic needed to use by different Monitoring Data types(Algorithm)It is combined to complete the analysis to different Monitoring Data types, is analyzed by the outcome data Input Monitor Connector information security model module after data processing, you can judge the safe condition of Monitoring Data, the project mainly monitored includes:Surface subsidence and Vault settlement monitoring, convergence monitoring, in settlement monitoring, in tilt monitoring, Monitoring on Earth Pressure, two lining strain monitorings, reinforcement stresses monitoring, in displacement monitoring, pneumatically placed concrete strain monitoring, pipe canopy deflection monitoring, anchor axial force monitor etc.;
Monitoring information processing and coffer mechanics current intelligence analysis system intellectualized technology and operational research theory, initial data and geology fuzzy data to collection carry out comprehensive analysis, judge the obedience distribution character of data, respective handling is carried out again, certificate authenticity is carried out to substantial amounts of observation data, is observed by redundancy, carries out rigorous adjustment, with sequential test progressively excluding gross error, comprise the following steps:
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, i.e.,:
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,,
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(7)Give up after a certain data containing rough error, recalculate, return to step(2), continue checking for remaining whether also disallowable data;
Included in monitoring information database:Engineering information, initial data, calculation result data, data with alert record, supporting parameter information, Monitoring Data measuring point parameter library, security model masterplate parameter library, Monitoring Data images outputting parameter, manager's authority library etc.;
Monitoring information output module includes images outputting module, report output module, images outputting module handles output module by building a unified figure shows, unification is positioned to graphics output information, engineer's scale is set, information data piecemeal, using including Chinese character string(Character string)Display, draw the general purpose function storehouse that point, straight line, ellipse, polygon, oval filling, polygon filling, bitmap extension, graph block duplication, graph block such as zoom in or out at the power function, during images outputting different image appearance forms can be selected to make the figure of output more directly perceived according to the difference of information data, images outputting module includes time-histories figure, DYNAMIC DISTRIBUTION figure, regression fit figure, model for anchor figure, axially portrait hum pattern, displaying figure, perspective view etc. of various monitoring projects;
Report output module includes monitoring bulletin, weekly, monthly magazine, warning report, initial data output etc., using one output report masterplate class of Template Model Designs, different report output forms are obtained by setting up different types of masterplate, this mode uses flexible, when needing to add or changing reporting format, it is only necessary to change masterplate or set up new masterplate can completion report output.
Information processing system of drawing a portrait includes portrait information acquisition module, vector graphics information processing system, geological information storehouse, portrait information database, information of drawing a portrait displaying and data for projection generation module, portrait message output module, portrait information acquisition module, geological information storehouse is connected by vector graphics information processing system with the input for information database of drawing a portrait respectively, the output end of portrait information database is shown and data for projection generation module with portrait information respectively, portrait message output module, comprehensive safety monitor analysis module is connected, the output end of the displaying of portrait information and data for projection generation module is connected with portrait message output module;
Information processing system of drawing a portrait provides vector graphics information processing system, is realized in collection portrait information and carries out vectorized process to information;Set up portrait information database, management for multiple representation data information, inquire about, compare and analyze, the result map such as the axial information displaying figure of generation excavation face and the axial information perspective view of excavation face after analysis is calculated;The interface of graphic system and geological type class library is set up, the country rock information for selecting vector graphics in portrait information;Fender graded model is set up, according to country rock portrait information, such as enclosing lithologies, intensity, integrality parameter are classified to country rock;Set up portrait information database, management for multiple representation data information, inquire about, compare and analyze, the result map such as the axial information displaying figure of generation excavation face and the axial information perspective view of excavation face after analysis is calculated;
Representation data acquisition module is using live digital camera collection image data, to dust such as tunnels, the environmental conditions such as illumination condition deficiency, infrared photography technology can be taken to carry out Primary Stage Data collection, and to stratigraphic boundary, the attitude of rocks, joint fissure, the main geologic information such as construction situation is recorded, then digital photo is preserved to computer, Digital Image Processing is carried out to image using software, carry out image conversion, denoising, high balance, it is color transformed, convolutional filtering processing, image enhancement processing, gray scale and Local treatment, selected threshold binarization image procossing etc. carries out image procossing, the bedding margin of prominent image information, the attitude of rocks, joint fissure etc., described on image after treatment, image information is subjected to vector quantization, and the lithological information in counter structure face is specified on image, finally all information are preserved to image information data storehouse;
Vector graphics information processing system is mainly used in the vectorized process of portrait information and the typing of geological information, there is provided conventional graphics edition and function of browse, there is provided picture multi-line section, rectangle frame, circular arc, circle, polygon, word, filling and deletion, mobile whole figure, mobile single line segment, edit the point in multi-line section, the editting functions such as zoom, realize multistep revocation function simultaneously, in terms of face supporting figure description, the technique of painting justified there is provided most 8 hearts, multiple face supporting figures drawn can be preserved, it is supplied to when editing different tunnel tunnel face figures and uses, vector graphics information processing system is drawn except necessary Vector Message, transformation calculations functional module is set up outer, it is also added into geologic lithology charting, rock stratum line of demarcation, joint attitude parameter indexing, move towards in tunnel, content in terms of structural plane type;
The parameters information for information of drawing a portrait is carried out decomposition preservation by information database of drawing a portrait, include the corresponding informations such as geologic lithology database, lithology occurrence, joint fissure information, outline excavation data message, fender graded information, portrait information is preserved to portrait information database, excavation face portrait information base data is carried out into display output to submit as initial data, while carrying out axial information displaying and perspective view displaying analysis, processing;
Portrait message output module is packaged to required function, and set up face start draw a portrait information output display, axial information displaying sets output, projection information sets output, the algorithm and function pair image of portrait information output class is called to be processed and displayed in each submodule, directly data are recalled from portrait information database and input corresponding explicit function and can shown, information displaying function is then needed to carry out some parameter settings, pass through some algorithms such as fuzzy Judgment and analysis, the portrait information of different excavation faces is attached, obtain complete continuous excavation information displaying figure.
Portrait information and monitoring information have significant difference in data type,Monitoring information major part data can quantify,And complete quantitative analysis is relatively difficult to for drawing a portrait information on the whole,Comprehensive safety monitor analysis module is comprehensive monitoring information and portrait two kinds of data of information,By by two kinds of information data analysis results Integrated comparatives,Obtain the parameter and state analysis of current surrounding rock in excavation mechanical characteristic,It is to be relatively difficult to complete quantitative analysis for the deposit of faith of drawing a portrait,Can only be by the theories of some fuzzy Judgments,Country rock safe condition major influence factors are positioned by setting up feature judge module to some geological informations and tectonic information in representation data,And the construction technology of incorporation engineering,The information such as operating mode,Sinilar engineering information analysis result auxiliary judgment is provided by the coffer mechanics information specialist storehouse of foundation,Final analysis obtains mechanical characteristic information and the variable condition prediction of preliminary country rock,For Monitoring Data,The data results data of information are classified using monitoring information analysis module,Obtained coffer mechanics performance indications are analyzed,The similar engineering information provided by coffer mechanics information specialist storehouse,In similar construction technology,In the case of operating mode,To the situation of change of final mechanical character of surrounding rock,Carry out final analysis and obtain preliminary mechanical character of surrounding rock information and variable condition prediction,Pass through the analysis respectively to portrait information and monitoring information,Coffer mechanics status information and variable condition situation can be obtained,Final mechanical character of surrounding rock and analysis of trend are obtained by informix,By being classified to change of mechanical property state,Country rock safe condition is estimated,Early warning is carried out to dangerous situation,Forecast,And next stage geological condition and state of surrounding rock are made a prediction.
Comprehensive safety monitor analysis module includes vectorial images information module, portrait information analysis formwork module, Analysis of mechanical character of surrounding rock module, monitoring information analyzes formwork module, country rock the evaluation of the safe status module, vectorial images information module is connected by information analysis formwork module of drawing a portrait with Analysis of mechanical character of surrounding rock module, draw a portrait information analysis formwork module input respectively with feature judge module, fender graded judge module, construction technology and condition module, coffer mechanics information specialist library module is connected, the output end of construction technology and condition module, the output end of coffer mechanics information specialist's library module, the input that the output end of monitoring information module analyzes formwork module with monitoring information respectively is connected, the output end of monitoring information analysis formwork module is connected with Analysis of mechanical character of surrounding rock module, the output end of Analysis of mechanical character of surrounding rock module is respectively at next stage geological information and state of surrounding rock situation report module, country rock the evaluation of the safe status module is connected, the output end of country rock the evaluation of the safe status module respectively with next stage geological information and state of surrounding rock situation report module, early warning and alarm output module are connected;
Portrait information is substantially classified, comprehensive comparative analysis are carried out with monitoring information, confirm the safe condition of country rock and the safe condition of next stage is predicted, such as it is divided at least three safe classes, there is corresponding control parameter under each safe class, by the Monitoring Data collected input, data safety integrity level is estimated by a variety of data analysis algorithms, and export corresponding security monitoring report, because portrait information is difficult to complete quantization, when setting up comprehensive safety monitor model, can only be by the theories of some fuzzy Judgments, one is carried out to portrait information to be substantially classified, and carry out comprehensive comparative analysis with monitoring information, confirm the safe condition of country rock and the safe condition of next stage is predicted.
Early warning alarm output module can be exported by the form such as complete report output and the output of bulletin information, wherein, complete report is used for printing and submits the mode such as early warning report and Email to submit to correlation technique administrative staff, the output of bulletin information is directed to few, it is necessary to use situations such as minimum number of words is exported early warning alarm emphasis situation with the information number of words such as SMS.
As shown in Fig. 3, Fig. 4, Fig. 5, underground engineering portrait information and the method for monitoring information security monitoring, it includes, and monitoring measurement information processing, portrait information processing, comprehensive safety monitor analysis, early warning and alarm are exported, next stage geologic structure reports five steps:
(1)Monitoring measurement information processing:
A, monitoring measurement information gathering:By manually gathering, file import and three kinds of modes of automatic data collection any combination acquisition monitoring metric data information;
B, safety monitoring:Real-time security monitoring is carried out to the data message collected, found in real time and recording exceptional and data with alert information;
C, monitoring measurement information processing:Certificate authenticity is carried out to the data that collect, observed by redundancy, rigorous adjustment is carried out, sequential test progressively excluding gross error carries out comprehensive analysis, judges the obedience distribution character of data, infers and forecast the output possible situation of change of country rock;
D, the output of monitoring measurement information:Output display is carried out to figure by the way that any combination of two kinds of output modes of images outputting and report output is unified;
(2)Portrait information processing:
A, portrait information gathering:Gather face geologic data information;
B, vector graphics information processing:The data message collected and the information in geological information storehouse are compared, analyzed, vectorized process is carried out to the data message collected;
C, portrait information output:Data message after processing is packaged, and portrait information output display, axial information are started by face and shows that setting is exported, projection information sets and exported, the portrait information of different excavation faces is attached, continuously excavation information displaying figure is obtained completely;
(3)Comprehensive safety monitor is analyzed:The monitoring and measurement data information collected and representation data information are inputted, portrait information is substantially classified, and carry out comprehensive comparative analysis with monitoring information, data safety integrity level is estimated, corresponding security monitoring report is exported, the safe condition of country rock is confirmed and the safe condition of next stage is predicted;
(4)Early warning and alarm output:Exported by complete report and any combination of bulletin information output form is exported;
(5)Next stage geologic structure is reported:Report geologic structure, the safe condition of next stage.
Described monitoring measurement information handling step and portrait information handling step also include information and store sub-step, and described information storage is stored to the information of information process.

Claims (7)

  1. Information and the system of monitoring information security monitoring 1. underground engineering is drawn a portrait, it is characterised in that:It includes monitoring measurement information processing system, portrait information processing system, comprehensive safety monitor analysis module, early warning and alarm output module, next stage geologic structure reporting modules, the input of monitoring measurement information processing system and portrait information processing system respectively with comprehensive safety monitor analysis module is connected, and the output end of comprehensive safety monitor analysis module is connected with next stage geologic structure reporting modules, early warning and alarm output module respectively.
  2. 2. underground engineering portrait information according to claim 1 and the system of monitoring information security monitoring, it is characterised in that:Described monitoring measurement information processing system includes monitoring information acquisition module, monitoring information processing and coffer mechanics current intelligence analysis system, monitoring information database, monitoring information output module, monitoring information security model module, monitoring information acquisition module, monitoring information security model module are handled respectively by monitoring information and coffer mechanics current intelligence analysis system is connected with the input of monitoring information database, and the output end of monitoring information database is connected with monitoring information output module, comprehensive safety monitor analysis module respectively.
  3. 3. underground engineering portrait information according to claim 1 and the system of monitoring information security monitoring, it is characterised in that:Described portrait information processing system includes portrait information acquisition module, vector graphics information processing system, geological information storehouse, portrait information database, information of drawing a portrait displaying and data for projection generation module, portrait message output module, portrait information acquisition module, geological information storehouse is connected by vector graphics information processing system with the input for information database of drawing a portrait respectively, the output end of portrait information database is shown and data for projection generation module with portrait information respectively, portrait message output module, comprehensive safety monitor analysis module is connected, the output end of the displaying of portrait information and data for projection generation module is connected with portrait message output module.
  4. 4. underground engineering portrait information according to claim 1 and the system of monitoring information security monitoring, it is characterised in that:Described comprehensive safety monitor analysis module includes vectorial images information module, portrait information analysis formwork module, Analysis of mechanical character of surrounding rock module, monitoring information analyzes formwork module, country rock the evaluation of the safe status module, vectorial images information module is connected by information analysis formwork module of drawing a portrait with Analysis of mechanical character of surrounding rock module, draw a portrait information analysis formwork module input respectively with feature judge module, fender graded judge module, construction technology and condition module, coffer mechanics information specialist library module is connected, the output end of construction technology and condition module, the output end of coffer mechanics information specialist's library module, the input that the output end of monitoring information module analyzes formwork module with monitoring information respectively is connected, the output end of monitoring information analysis formwork module is connected with Analysis of mechanical character of surrounding rock module, the output end of Analysis of mechanical character of surrounding rock module respectively with next stage geologic structure reporting modules, country rock the evaluation of the safe status module is connected, the output end of country rock the evaluation of the safe status module respectively with next stage geologic structure reporting modules, early warning and alarm output module are connected.
  5. 5. underground engineering portrait information according to claim 1 and the system of monitoring information security monitoring, it is characterised in that:Described monitoring information output module is images outputting module, any combination of report output module.
  6. Information and the method for monitoring information security monitoring 6. underground engineering is drawn a portrait, it is characterised in that:It includes monitoring measurement information processing, portrait information processing, comprehensive safety monitor analysis, early warning and alarm output, next stage geologic structure and reports five steps:
    (1)Monitoring measurement information processing:
    A, monitoring measurement information gathering:By manually gathering, file import and three kinds of modes of automatic data collection any combination acquisition monitoring metric data information;
    B, safety monitoring:Real-time security monitoring is carried out to the data message collected, found in real time and recording exceptional and data with alert information;
    C, monitoring measurement information processing:Certificate authenticity is carried out to the data that collect, observed by redundancy, rigorous adjustment is carried out, sequential test progressively excluding gross error carries out comprehensive analysis, judges the obedience distribution character of data, infers and forecast the output possible situation of change of country rock;
    D, the output of monitoring measurement information:Figure is unified to export by any combination of two kinds of output modes of images outputting and report output;
    (2)Portrait information processing:
    A, portrait information gathering:Gather face geology representation data information;
    B, vector graphics information processing:The data message collected and the information in geological information storehouse are compared, analyzed, vectorized process is carried out to the data message collected;
    C, portrait information output:Data message after processing is packaged, and portrait information output display, axial information are started by face and shows that setting is exported, projection information sets and exported, the portrait information of different excavation faces is attached, continuously excavation information displaying figure is obtained completely;
    (3)Comprehensive safety monitor is analyzed:The monitoring and measurement data information collected and representation data information are inputted, portrait information is substantially classified, and carry out comprehensive comparative analysis with monitoring information, data safety integrity level is estimated, corresponding security monitoring report is exported, the safe condition of country rock is confirmed and the safe condition of next stage is predicted;
    (4)Early warning and alarm output:Exported by complete report and any combination of bulletin information output form carries out early warning and alarm output;
    (5)Next stage geologic structure is reported:Report geologic structure, the safe condition of next stage.
  7. 7. underground engineering portrait information according to claim 6 and the method for monitoring information security monitoring, it is characterised in that:Described monitoring measurement information handling step and portrait information handling step also include information and store sub-step, and described information storage is stored to the information of information process.
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CN102831671A (en) * 2012-08-20 2012-12-19 上海同岩土木工程科技有限公司 Hand-held subway tunnel structure damage investigation data recorder and recording method therefor
CN106224007A (en) * 2016-08-26 2016-12-14 招商局重庆交通科研设计院有限公司 Safety for tunnel engineering monitoring and warning management system
CN106593526A (en) * 2016-12-23 2017-04-26 长江三峡勘测研究院有限公司(武汉) Tunnel geological karst risk evaluation method based on fuzzy judgment
CN107575234A (en) * 2017-09-07 2018-01-12 长沙有色冶金设计研究院有限公司 A kind of deep-well support design method
CN108960647A (en) * 2018-07-11 2018-12-07 宿州云宏建设安装有限公司 A kind of highway construction security risk assessment system
WO2020155929A1 (en) * 2019-02-01 2020-08-06 中国铁建重工集团股份有限公司 Method for determining rock mass integrity
CN110376659A (en) * 2019-06-10 2019-10-25 中交一公局桥隧工程有限公司 Tunnel advance geology forecasting device and system thereof
CN110568477B (en) * 2019-09-04 2020-11-24 中国科学院武汉岩土力学研究所 Time-lag type rock burst space-time early warning method for tunnel construction
CN110568477A (en) * 2019-09-04 2019-12-13 中国科学院武汉岩土力学研究所 Time-lag type rock burst space-time early warning method for tunnel construction
CN113294163A (en) * 2021-03-19 2021-08-24 中国电建集团华东勘测设计研究院有限公司 Visual configuration method for shield tunneling monitoring data
CN114064760A (en) * 2021-11-18 2022-02-18 广州泰禾大数据服务有限公司 Multi-dimensional early warning analysis and judgment method for data
CN115046663A (en) * 2022-08-12 2022-09-13 煤炭科学技术研究院有限公司 Anchor rod stress monitoring method and anchor rod stress data analysis method
CN116167748A (en) * 2023-04-20 2023-05-26 中国市政工程西南设计研究总院有限公司 Urban underground comprehensive pipe gallery operation and maintenance method, system and device and electronic equipment
CN116167748B (en) * 2023-04-20 2023-08-25 中国市政工程西南设计研究总院有限公司 Urban underground comprehensive pipe gallery operation and maintenance method, system and device and electronic equipment
CN116579150A (en) * 2023-04-26 2023-08-11 山东建筑大学 Full-stage ground surface subsidence prediction and control method
CN116579150B (en) * 2023-04-26 2024-01-26 山东建筑大学 Full-stage ground surface subsidence prediction and control method
CN117972437A (en) * 2024-03-29 2024-05-03 四川省建筑设计研究院有限公司 Regional building earthquake damage prediction method and system aiming at complex terrain geological conditions

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