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 PDFInfo
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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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Abstract
Description
Claims (7)
- 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. 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. 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. 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. 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.
- 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. 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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Cited By (14)
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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 |
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 |
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 |
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 |
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 |
CN116579150A (en) * | 2023-04-26 | 2023-08-11 | 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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Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
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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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Denomination of invention: Method and system for monitoring underground engineering portrait information and monitoring information safely Effective date of registration: 20150914 Granted publication date: 20140319 Pledgee: Agricultural Bank of China Limited by Share Ltd Chengdu high tech Industrial Development Zone Branch Pledgor: Chengdu Changdatong Underground Engineering Technology Development Co., Ltd. Registration number: 2015510000032 |
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Denomination of invention: Method and system for safety monitoring of underground engineering portrait information Effective date of registration: 20211220 Granted publication date: 20140319 Pledgee: Bank of Chengdu science and technology branch of Limited by Share Ltd. Pledgor: CHENGDU CHANGDATONG INSPECTION & TESTING TECHNOLOGY STOCK CO.,LTD. Registration number: Y2021510000299 |
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