CN109707452A - A kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision - Google Patents
A kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision Download PDFInfo
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- CN109707452A CN109707452A CN201811398945.8A CN201811398945A CN109707452A CN 109707452 A CN109707452 A CN 109707452A CN 201811398945 A CN201811398945 A CN 201811398945A CN 109707452 A CN109707452 A CN 109707452A
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- surrounding rock
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Abstract
The invention discloses a kind of remote operating systems for tunnel tunnel face Grades of Surrounding Rock intelligent decision, including tunnel excavation face, builder's staging is arranged in tunnel excavation face rear, preliminary bracing section and secondary lining section are set gradually along the direction far from tunnel excavation face on the builder's staging, the imaging of setting face and scanning device at the top of the builder's staging, preliminary bracing section infrared ray real-time monitoring system is set in the preliminary bracing section, further includes remote system terminal.The present invention solves and of the existing technology can not remotely solve tunnel construction site problem encountered, and the problem of guiding opinions and suggestions are proposed to the construction of next step, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision is provided, its construction face for being applied to tunnel, real-time judgment is carried out to its face situation, effectively improves construction efficiency.
Description
Technical field
The present invention relates to vcehicular tunnel technical fields, and in particular to one kind is used for tunnel tunnel face Grades of Surrounding Rock intelligent decision
Remote operating system.
Background technique
The judgement of tunnel construction tunnel face Grades of Surrounding Rock at present all rely on geomatics engineer scene to face situation into
Row description, judges, in many projects in tunnel often not in combination with advance geologic prediction conclusion and monitoring measurement situation
It is able to achieve timely judgement.Simultaneously as the work depends on the scene judgement of geomatics engineer, the requirement professional to its
High, larger difference may be had by possessing the conclusion that the engineers of different experiences obtains.
If it is possible to allow simple question to give intelligence system completion, complicated problem by modern information technologies
Can carry out online remote analysis, can not only accomplish it is real-time solve the problems, such as, but also can guarantee the accuracy of Problem judgment, can be significantly
The investment of manpower and material resources is reduced, more objectively reflects construction site situation, is had to promotion Tunnel Design construction technology level great
It helps.
Summary of the invention
The present invention solve it is of the existing technology can not remotely solve tunnel construction site problem encountered, and under
The construction of one step proposes the problem of guiding opinions and suggestions, provides a kind of for tunnel tunnel face Grades of Surrounding Rock intelligent decision
Remote operating system is applied to the construction face in tunnel, carries out real-time judgment to its face situation, effectively improves construction
Efficiency；By various intelligence systems, the consistency and accuracy of deposit index can be ensured, avoid making due to engineer experience's deficiency
At erroneous judgement；By real time information technology, the difficulty of designing unit's scene coordinative construction is greatly reduced, is saved human and material resources.
The present invention is achieved through the following technical solutions:
A kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, including tunnel excavation face,
Builder's staging is arranged in tunnel excavation face rear, on the builder's staging along the direction far from tunnel excavation face according to
Secondary setting preliminary bracing section and secondary lining section, the builder's staging top setting face is imaged and scanning device, described first
Preliminary bracing section infrared ray real-time monitoring system is set in phase supporting section, further includes remote system terminal, the face imaging
And scanning device the case where being used for tunnel excavation face, carries out real time imagery scanning, and scanning result is uploaded to long-range system
System terminal, the preliminary bracing section infrared ray real-time monitoring system are used to carry out real-time monitoring to the deformation of preliminary bracing section
And monitoring data are uploaded into remote system terminal, the remote system terminal is for dividing scanning result and monitoring data
Analysis, and analysis result is transferred to site operation and manager.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the initial stage branch
Protect section infrared ray real-time monitoring system quantity be it is several, several preliminary bracing section infrared ray real-time monitoring systems are along initial stage branch
Protect section equidistantly distributed.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the face
Imaging and scanning device and preliminary bracing section infrared ray real-time monitoring system are arranged to can online real-time transmission data.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the secondary lining
It builds and infrared distance measuring base station is set in section, several infrared monitoring points, the infrared monitoring point are set in the preliminary bracing section
It is real that equidistantly distributed in supporting section in the early stage, infrared distance measuring base station and infrared monitoring point form the preliminary bracing section infrared ray
When monitor system.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the infrared prison
Measuring point setting is in the early stage on the cross section of supporting section.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the infrared prison
The quantity of measuring point is 3-6.
Further, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, the face
Imaging and scanning device include high power video camera and high power camera.
Compared with prior art, the present invention having the following advantages and benefits:
1, the present invention can be used for the cunicular construction face of institute, carries out real-time judgment to its face situation, effectively mentions
High construction efficiency；
2, the present invention can be ensured the consistency and accuracy of deposit index, be avoided due to engineering by various intelligence systems
Teacher's experience deficiency causes to judge by accident；
3, the present invention one or two of engineer can carry out to the construction in multiple tunnels real by real time information technology
When service, greatly reduce the difficulty of designing unit's scene coordinative construction, save human and material resources.
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the embodiment of the present invention, constitutes one of the application
Point, do not constitute the restriction to the embodiment of the present invention.In the accompanying drawings:
Fig. 1 is schematic structural view of the invention；
Fig. 2 is present system technical principle schematic diagram.
Label and corresponding parts title in attached drawing:
1- tunnel excavation face, 2- builder's staging, 3- preliminary bracing section, 4- secondary lining section, 5- face imaging and
Scanning device, 6- preliminary bracing section infrared ray real-time monitoring system, 7- remote system terminal, 8- site operation and manager.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, below with reference to embodiment and attached drawing, to this
Invention is described in further detail, and exemplary embodiment of the invention and its explanation for explaining only the invention, are not made
For limitation of the invention.
Embodiment 1
As shown in Figure 1 to Figure 2, a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, including
Tunnel excavation face 1,1 rear of tunnel excavation face are arranged builder's staging 2, along far from tunnel on the builder's staging 2
The direction that road excavates face 1 sets gradually preliminary bracing section 3 and secondary lining section 4, and area is arranged at the top of the builder's staging 2
Face is imaged and scanning device 5, and preliminary bracing section infrared ray real-time monitoring system 6 is arranged in the preliminary bracing section 3, further includes remote
Journey system terminal 7, the face imaging and scanning device 5 are for carrying out real time imagery to the case where tunnel excavation face 1
Scanning, and scanning result is uploaded into remote system terminal 7, the preliminary bracing section infrared ray real-time monitoring system 6 for pair
The deformation of preliminary bracing section 3 carries out real-time monitoring and monitoring data is uploaded to remote system terminal 7, the remote system
Terminal 7 is transferred to site operation and manager 8 for analyzing scanning result and monitoring data, and by analysis result.Institute
The quantity for stating preliminary bracing section infrared ray real-time monitoring system 6 is several, several preliminary bracing section infrared ray real-time monitoring systems
System 6 is along 3 equidistantly distributed of preliminary bracing section.The face imaging and scanning device 5 and preliminary bracing section infrared ray are supervised in real time
Examining system 6 is arranged to can online real-time transmission data.Infrared distance measuring base station is set in the secondary lining section 4, it is described first
Several infrared monitoring points are set in phase supporting section 3, and infrared monitoring point equidistantly distributed in supporting section 3 in the early stage is infrared
Line ranging base station and infrared monitoring point form the preliminary bracing section infrared ray real-time monitoring system 6.The infrared monitoring point is set
It sets on the cross section of supporting section 3 in the early stage.The quantity of the infrared monitoring point is 3-6.The face imaging and scanning are set
Standby 5 include high power video camera and high power camera.
The course of work of the invention is as follows:
(1) imaging of installation high-precision and scanning device (or the vehicle-mounted imaging device of installation) on constructing tunnel rack 2, in tunnel
After road construction is blown out every time, face geological condition is imaged and is scanned in time, achievement can automatic or manual upload
Into operating system.
(2) infrared survey is laid according to certain spacing in the paragraph that tunnel has applied preliminary bracing but two linings are not constructed also
Distance meter monitors Tunnel steel frame deformation in real time, and measured data is uploaded to operating system automatically.
(3) after being collected into image and scanning data, real time monitoring deformation data, operating system carries out preliminary analysis,
Obtain the judgement of general issues, three kinds of challenge, high-leveled and difficult problem different levels.
(4) operating system has preset the multiple modules such as wisdom judgement, expert judgments, meeting judgement in terms of processing problem；
The problem of corresponding different stage, wisdom judgement processing general issues, expert judgments handle challenge, and meeting judgement processing is high-leveled and difficult
Problem.
(5) operating system is made of computer end and mobile phone terminal, by be arranged different signal allow corresponding geomatics engineer,
Experienced expert etc. can real-time reception on-site signal, after determining face Grades of Surrounding Rock according to live image and monitoring data
By result return system.
(6) system issues site operation instruction according to judgement conclusion.
Embodiment 2
Based on embodiment 1, the working principle of preliminary bracing section infrared ray real-time monitoring:
(1) infrared distance measuring base station is set up in secondary lining section 4, in the early stage each of supporting section 3 at a certain distance
3-6 monitoring point of optimal crosssection forms preliminary bracing section infrared ray real-time monitoring system 6.
(2) it is required according to monitoring accuracy, sets base station monitors frequency, measure the relative displacement between monitoring point and base station,
And measurement result is uploaded to remote system terminal 7 in due course.
(3) after remote system terminal 7 receives signal, its data is automatically analyzed, obtains each break by calculating
The real-time deformation data and curves in face.
The working principle of remote system terminal 7:
(1) country rock remote online judges that system is a computer program, judges systemic presupposition by country rock remote online
Country rock qualitative discrimination method, quantitative identification method, expert understand a variety of method of discrimination such as commercial law, on-line meeting method.
(2) remote system terminal 7 receive face imaging and scanning device 5, preliminary bracing section infrared ray supervise in real time
It after image and data that examining system 6 uploads in real time, is tentatively identified, corresponding different difficulty selects different method of discrimination
Judged.
(3) it by after system automatic discrimination, submitting auditor's authorization, is obtained if to face country rock if authorizing
The judgement result of rank；If authorization does not pass through, other methods are selected to judge again by auditor, until authorization passes through
It obtains a result.
(4) after remote system terminal 7 obtains the country rock judgement result of face, its conclusion is sent to site operation
And manager 8, the arrangement and method for construction of next step is formulated according to the result of judgement by site operation and manager 8.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects
It is described in detail, it should be understood that being not intended to limit the present invention the foregoing is merely a specific embodiment of the invention
Protection scope, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should all include
Within protection scope of the present invention.
Claims (7)
1. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision, which is characterized in that opened including tunnel
It digs face (1), builder's staging (2) are arranged in tunnel excavation face (1) rear, along separate on the builder's staging (2)
The direction of tunnel excavation face (1) sets gradually preliminary bracing section (3) and secondary lining section (4), builder's staging (2) top
Face imaging and scanning device (5) is arranged in portion, and preliminary bracing section infrared ray real-time monitoring is arranged on the preliminary bracing section (3)
System (6) further includes remote system terminal (7), and the face imaging and scanning device (5) are used for tunnel excavation face
(1) the case where, carries out real time imagery scanning, and scanning result is uploaded to remote system terminal (7), the preliminary bracing Duan Hong
Outside line real-time monitoring system (6) is used to carry out real-time monitoring to the deformation of preliminary bracing section (3) and uploads monitoring data
To remote system terminal (7), the remote system terminal (7) will divide for analyzing scanning result and monitoring data
Analysis result is transferred to site operation and manager.
2. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 1,
Be characterized in that, the quantity of the preliminary bracing section infrared ray real-time monitoring system (6) be it is several, several preliminary bracing sections are infrared
Line real-time monitoring system (6) is along preliminary bracing section (3) equidistantly distributed.
3. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 1,
It is characterized in that, the face imaging and scanning device (5) and preliminary bracing section infrared ray real-time monitoring system (6) are arranged to
It can online real-time transmission data.
4. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 2,
It is characterized in that, infrared distance measuring base station is set on the secondary lining section (4), several are set on the preliminary bracing section (3)
Infrared monitoring point, the infrared monitoring point equidistantly distributed, infrared distance measuring base station and infrared monitoring in supporting section (3) in the early stage
Point forms the preliminary bracing section infrared ray real-time monitoring system (6).
5. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 4,
It is characterized in that, the infrared monitoring point setting is in the early stage on the cross section of supporting section (3).
6. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 4,
It is characterized in that, the quantity of the infrared monitoring point is 3-6.
7. a kind of remote operating system for tunnel tunnel face Grades of Surrounding Rock intelligent decision according to claim 1,
It is characterized in that, the face imaging and scanning device (5) include high power video camera and high power camera.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811398945.8A CN109707452B (en) | 2018-11-22 | 2018-11-22 | Remote operation system for intelligently judging surrounding rock level of tunnel face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811398945.8A CN109707452B (en) | 2018-11-22 | 2018-11-22 | Remote operation system for intelligently judging surrounding rock level of tunnel face |
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| CN109707452A true CN109707452A (en) | 2019-05-03 |
| CN109707452B CN109707452B (en) | 2020-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811398945.8A Active CN109707452B (en) | 2018-11-22 | 2018-11-22 | Remote operation system for intelligently judging surrounding rock level of tunnel face |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110174695A (en) * | 2019-06-13 | 2019-08-27 | 成都畅达通检测技术股份有限公司 | A kind of Geological Advanced Prediction detection system and detection method for constructing tunnel |
| CN113685189A (en) * | 2021-08-25 | 2021-11-23 | 同济大学 | Automatic measuring method for tunnel face excavation deformation |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103016063A (en) * | 2012-12-13 | 2013-04-03 | 长安大学 | Monitoring system for construction safety |
| CN203368637U (en) * | 2013-07-17 | 2013-12-25 | 中铁十三局集团第五工程有限公司 | Remote wired video real-time tunnel monitoring system |
| CN103559372A (en) * | 2013-11-20 | 2014-02-05 | 中铁十三局集团第一工程有限公司 | Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel |
| CN103698817A (en) * | 2013-12-27 | 2014-04-02 | 上海川海信息科技有限公司 | Method for rapidly and safely predicting tunnel face of underground cavity on basis of image |
| CN105756711A (en) * | 2016-03-02 | 2016-07-13 | 中交第二航务工程局有限公司 | Tunnel construction primary support limit invasion monitoring analysis early-warning method based on three-dimensional laser scanning |
| 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 |
| CN208089351U (en) * | 2018-04-20 | 2018-11-13 | 中国水利水电第十四工程局有限公司 | A kind of warning device for monitoring tunnel inverted arch preliminary bracing deformation |
-
2018
- 2018-11-22 CN CN201811398945.8A patent/CN109707452B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103016063A (en) * | 2012-12-13 | 2013-04-03 | 长安大学 | Monitoring system for construction safety |
| CN203368637U (en) * | 2013-07-17 | 2013-12-25 | 中铁十三局集团第五工程有限公司 | Remote wired video real-time tunnel monitoring system |
| CN103559372A (en) * | 2013-11-20 | 2014-02-05 | 中铁十三局集团第一工程有限公司 | Method and device for dynamically analyzing big arch springing CRD stratified excavation footage of cross-section tunnel |
| CN103698817A (en) * | 2013-12-27 | 2014-04-02 | 上海川海信息科技有限公司 | Method for rapidly and safely predicting tunnel face of underground cavity on basis of image |
| CN105756711A (en) * | 2016-03-02 | 2016-07-13 | 中交第二航务工程局有限公司 | Tunnel construction primary support limit invasion monitoring analysis early-warning method based on three-dimensional laser scanning |
| 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 |
| CN208089351U (en) * | 2018-04-20 | 2018-11-13 | 中国水利水电第十四工程局有限公司 | A kind of warning device for monitoring tunnel inverted arch preliminary bracing deformation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110174695A (en) * | 2019-06-13 | 2019-08-27 | 成都畅达通检测技术股份有限公司 | A kind of Geological Advanced Prediction detection system and detection method for constructing tunnel |
| CN113685189A (en) * | 2021-08-25 | 2021-11-23 | 同济大学 | Automatic measuring method for tunnel face excavation deformation |
| CN113685189B (en) * | 2021-08-25 | 2023-02-17 | 同济大学 | Automatic measuring method for tunnel face excavation deformation |
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| CN109707452B (en) | 2020-12-29 |
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Address after: No.35, Taisheng North Road, Chengdu, Sichuan 610000 Applicant after: SICHUAN COMMUNICATION SURVEYING & DESIGN INSTITUTE Co.,Ltd. Address before: No.35, Taisheng North Road, Chengdu, Sichuan 610000 Applicant before: SICHUAN COMMUNICATION SURVEYING & DESIGN INSTITUTE |
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