CN111896047A - Real-time online monitoring system for geological engineering - Google Patents

Real-time online monitoring system for geological engineering Download PDF

Info

Publication number
CN111896047A
CN111896047A CN202010640492.6A CN202010640492A CN111896047A CN 111896047 A CN111896047 A CN 111896047A CN 202010640492 A CN202010640492 A CN 202010640492A CN 111896047 A CN111896047 A CN 111896047A
Authority
CN
China
Prior art keywords
inclinometer
real
monitoring system
geological engineering
control unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010640492.6A
Other languages
Chinese (zh)
Inventor
张光晋
张慧明
克里斯托夫.尤里
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guizhou Mosi Intelligent Technology Co ltd
Original Assignee
Guizhou Mosi Intelligent Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guizhou Mosi Intelligent Technology Co ltd filed Critical Guizhou Mosi Intelligent Technology Co ltd
Priority to CN202010640492.6A priority Critical patent/CN111896047A/en
Publication of CN111896047A publication Critical patent/CN111896047A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01DMEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
    • G01D21/00Measuring or testing not otherwise provided for
    • G01D21/02Measuring two or more variables by means not covered by a single other subclass

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses a real-time online monitoring system for geological engineering, which belongs to the technical field of safety monitoring systems and comprises a protective frame, a horizontal inclinometer, a vertical inclinometer, a central control unit, a server and a terminal, wherein the protective frame, the horizontal inclinometer, the vertical inclinometer, the central control unit, the server and the terminal are arranged in a rock-soil layer; an upper fixed rod and a lower fixed rod are respectively arranged between the protection frames; the protection frame, the upper fixing rod and the lower fixing rod are respectively provided with a linear displacement sensor, and the side edge of the protection frame is provided with a full-irrigation type multi-point pressure measuring pipe; the horizontal inclinometer, the vertical inclinometer, the linear displacement sensor, the full irrigation type multi-point pressure measuring pipe, the server and the terminal are respectively connected with the central control unit. According to the invention, the monitored data are sent to the central control unit for data processing through each detecting instrument, and are displayed on the terminal, so that the geological engineering project is monitored on line in real time.

Description

Real-time online monitoring system for geological engineering
Technical Field
The invention belongs to the technical field of safety monitoring, and particularly relates to a real-time online monitoring system for geological engineering.
Background
With the advance of large area of geological engineering in recent years, people pay closer attention to the health and safety of geological engineering, and geological engineering monitoring becomes an important task in the safety industry. The health status of geological engineering is mainly reflected by the physical quantities of geological engineering, for example, the health status of a geological engineering structure is reflected by monitoring relative displacement and monitoring inclination.
The current geological engineering needs to monitor the geotechnical layer in real time, and in the existing land engineering detection system, the monitored data is single and incomplete, particularly for the inclined data in the geotechnical layer, only the inclined data in the horizontal direction or only the inclined data in the vertical direction is detected; meanwhile, in pressure measurement data of geological engineering, the adopted pressure measurement sensor has limited functions and cannot carry out multiple pressure measurement.
Disclosure of Invention
The invention aims to: aiming at the existing problems, the invention provides a real-time online monitoring system for geological engineering.
In order to achieve the purpose, the invention adopts the following technical scheme:
a real-time online monitoring system for geological engineering comprises a protective frame, a horizontal inclinometer, a vertical inclinometer, a central control unit, a server and a terminal, wherein the protective frame, the horizontal inclinometer, the vertical inclinometer, the central control unit, the server and the terminal are arranged in a rock-soil layer; an upper fixed rod and a lower fixed rod are respectively arranged between the protection frames; the protection frame, the upper fixing rod and the lower fixing rod are respectively provided with a linear displacement sensor, and the side edge of the protection frame is provided with a full-irrigation type multi-point pressure measuring pipe; the horizontal inclinometer, the vertical inclinometer, the linear displacement sensor, the full irrigation type multi-point pressure measuring pipe, the server and the terminal are respectively connected with the central control unit.
Furthermore, an anchor force sensor is respectively arranged at one end of the upper fixing rod and on the inner wall of the protection frame, and the anchor force sensor is connected with the central control unit. The weighing device is mainly used for weighing containers and water tanks, such as accumulated water.
Further, the central control unit comprises a central processing unit and a data processing unit.
Furthermore, the horizontal inclinometer adopts an MEMS digital horizontal inclinometer.
Furthermore, the MEMS digital horizontal inclinometer is connected with a PC for data acquisition on site, and the data of the PC is synchronous with the data of the terminal. And data synchronization ensures the consistency and timeliness of the data.
Further, the vertical inclinometer includes one or more MEMS inclination sensors.
Furthermore, one side of the protection frame is also provided with a strain gauge sensor.
Furthermore, an interface module is arranged in the strain sensor, and the interface module supports double channels of the circuit module and the microprocessor unit.
Furthermore, the terminal is a plurality of PCs.
The device further comprises a power supply module, wherein the power supply module is used for respectively providing power for the horizontal inclinometer, the vertical inclinometer, the linear displacement sensor, the full-filling type multipoint pressure measuring pipe and the central control unit.
The invention has the beneficial effects that:
1. according to the invention, the horizontal inclinometer and the vertical inclinometer are matched with each other, so that the inclination in the horizontal and vertical rock-soil layers can be accurately, completely and timely monitored, the inclination data of the geological engineering on the rock-soil layers can be comprehensively monitored, and the safe construction environment of the geological engineering can be ensured.
2. According to the invention, the full-irrigation type multi-point pressure measuring pipe can be simply and reliably arranged in a single well to realize multiple pressure measurement, the data is more accurate and comprehensive, and the geological engineering can be well monitored.
3. According to the invention, the relative displacement data, the inclination data of the rock-soil layer and important safety data in the geological engineering projects of the settlement and the arching deformation of the rock-soil layer can be monitored completely and timely in real time on line, when potential safety hazards are found, the relevant workers can find corresponding remedial measures in time, and the safety of geological engineering is improved.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a system composition diagram of the present invention.
In the figure: the device comprises a rock-soil layer 1, a protective frame 2, an upper fixing rod 3, a lower fixing rod 4, a linear displacement sensor 5, a full-irrigation type multipoint pressure measuring pipe 6, a horizontal inclinometer 7, a vertical inclinometer 8, a strain type sensor 9, an anchor force sensor 10, a supporting block 11 and a central control unit 12.
Detailed Description
The technical solutions of the present invention are further described below, but the scope of the claims is not limited thereto.
As shown in fig. 1-2, a real-time online monitoring system for geological engineering comprises a protective frame 2, a horizontal inclinometer 7, a vertical inclinometer 8, a central control unit 12, a server and a terminal, wherein the protective frame 2, the horizontal inclinometer 7, the vertical inclinometer 8, the central control unit 12, the server and the terminal are arranged in a geotechnical layer 1; an upper fixed rod 3 and a lower fixed rod 4 are respectively arranged between the protection frames 2; the protection frame 2, the upper fixing rod 3 and the lower fixing rod 4 are respectively provided with a linear displacement sensor 5, and the side edge of the protection frame 2 is provided with a full-irrigation type multipoint pressure measuring pipe 6; the horizontal inclinometer 7, the vertical inclinometer 8, the linear displacement sensor 5, the full irrigation type multi-point pressure measuring pipe 6, the server and the terminal are respectively connected with the central control unit 12. Wherein, both ends of upper fixed rod and lower fixed rod all are equipped with supporting shoe 11, improve its stability.
The working principle of the embodiment is as follows: the working principle of the invention is as follows: in the project of geological engineering, the rock and soil in the project implementation process need to be monitored in real time, wherein a horizontal inclinometer 7, a vertical inclinometer 8, a linear displacement sensor 5, a full irrigation type multipoint pressure measuring pipe 6, a server and a terminal are respectively connected with a central control unit 12 through communication cables, a protective frame 2 is established in the excavation process, an upper fixed rod 3 and a lower fixed rod 4 are installed on the protective frame 2, and the installed linear displacement sensor 5 is used for monitoring the relative displacement between structural elements; the horizontal inclinometer 7 is used for measuring the data of the settlement or the arching deformation of the rock-soil layer 1 in the horizontal direction; the vertical inclinometer 8 is used for measuring the transverse motion data of the rock and soil layer 1 in the vertical direction; the single borehole is provided with the full-irrigation type multipoint pressure measuring tube 6, the full-irrigation type multipoint pressure measuring tube can be simply and reliably installed to achieve multiple pressure measurement, data tested by the horizontal inclinometer 7, the vertical inclinometer 8, the linear displacement sensor 5 and the full-irrigation type multipoint pressure measuring tube 6 are transmitted to the central control unit 12 to be processed and stored in the server, the server is convenient for network connection of other external purposes, meanwhile, the data can be transmitted to the terminal, the terminal displays monitoring data on line, and online monitoring is achieved.
Example 2:
as shown in fig. 1-2, a real-time online monitoring system for geological engineering comprises a protective frame 2, a horizontal inclinometer 7, a vertical inclinometer 8, a central control unit 12, a server and a terminal, wherein the protective frame 2, the horizontal inclinometer 7, the vertical inclinometer 8, the central control unit 12, the server and the terminal are arranged in a geotechnical layer 1; an upper fixed rod 3 and a lower fixed rod 4 are respectively arranged between the protection frames 2; the protection frame 2, the upper fixing rod 3 and the lower fixing rod 4 are respectively provided with a linear displacement sensor 5, and the side edge of the protection frame 2 is provided with a full-irrigation type multipoint pressure measuring pipe 6; the horizontal inclinometer 7, the vertical inclinometer 8, the linear displacement sensor 5, the full irrigation type multi-point pressure measuring pipe 6, the server and the terminal are respectively connected with the central control unit 12. Wherein, both ends of the upper fixing rod and the lower fixing rod are provided with supporting blocks 11, so that the stability of the upper fixing rod and the lower fixing rod is improved
And one end of the upper fixing rod 3 and the inner wall of the protection frame 2 are respectively provided with an anchor force sensor 10, and the anchor force sensor 10 is connected with a central control unit 12. The anchor force sensor is mainly used for weighing containers and water tanks, and is used for weighing accumulated water and the like in the embodiment.
The central control unit 12 includes a central processing unit and a data processing unit. The central processing unit is used for processing and converting data signals collected by the horizontal inclinometer, the vertical inclinometer, the linear displacement sensor and the full irrigation type multi-point pressure measuring pipe, and the data processing unit is used for calculating the data signals processed by the central processing unit and displaying the data signals on the terminal.
The horizontal inclinometer 7 adopts an MEMS digital horizontal inclinometer. And observing deformation and displacement caused by buildings, excavation or tunnel tunnels.
The MEMS digital horizontal inclinometer 7 is connected with a PC for data acquisition on site, and the data of the PC is synchronous with the data of the terminal. And data synchronization ensures the consistency and timeliness of the data.
The vertical inclinometer 8 includes one or more MEMS inclination sensors.
And one side of the protection frame 2 is also provided with a strain gauge sensor 9. An interface module is arranged in the strain sensor 9, and the interface module supports double channels of the circuit module and the microprocessor unit. The information processing of the two-channel solution of the circuit module and the microprocessor unit is performed, allowing the simultaneous connection of one or two-axis strain gauge sensors or two single-axis strain gauges.
The terminal is a plurality of PCs. The system is placed in an office through a network formed by a plurality of PC machines and is used for monitoring safety data of geological engineering in real time.
The device also comprises a power supply module which respectively provides power for the horizontal inclinometer 7, the vertical inclinometer 8, the linear displacement sensor 5, the full irrigation type multipoint pressure measuring pipe 6 and the central control unit 12.
The working principle of this embodiment is the same as that of embodiment 1.

Claims (10)

1. The utility model provides a real-time on-line monitoring system of geological engineering which characterized in that: the device comprises a protective frame (2) arranged in a rock-soil layer (1), a horizontal inclinometer (7), a vertical inclinometer (8), a central control unit (12), a server and a terminal; an upper fixed rod (3) and a lower fixed rod (4) are respectively arranged between the protection frames (2); the protection frame (2), the upper fixing rod (3) and the lower fixing rod (4) are respectively provided with a linear displacement sensor (5), and the side edge of the protection frame (2) is provided with a full-irrigation type multipoint pressure measuring pipe (6); the horizontal inclinometer (7), the vertical inclinometer (8), the linear displacement sensor (5), the full irrigation type multi-point pressure measuring tube (6), the server and the terminal are respectively connected with the central control unit (12).
2. The real-time online geological engineering monitoring system according to claim 1, characterized in that: and one end of the upper fixing rod (3) and the inner wall of the protective frame (2) are respectively provided with an anchor force sensor (10), and the anchor force sensors (10) are connected with the central control unit (12).
3. The real-time online geological engineering monitoring system according to claim 1, characterized in that: the central control unit (12) comprises a central processing unit and a data processing unit.
4. The real-time online geological engineering monitoring system according to claim 1, characterized in that: the horizontal inclinometer (7) adopts an MEMS digital horizontal inclinometer.
5. The real-time online geological engineering monitoring system according to claim 5, characterized in that: the MEMS digital horizontal inclinometer (7) is connected with a PC (personal computer) on site for data acquisition, and the data of the PC is synchronous with the data of the terminal.
6. The real-time online geological engineering monitoring system according to claim 1, characterized in that: the vertical inclinometer (8) includes one or more MEMS inclination sensors.
7. The real-time online geological engineering monitoring system according to claim 1, characterized in that: and one side of the protection frame (2) is also provided with a strain gauge sensor (9).
8. The real-time online geological engineering monitoring system according to claim 7, characterized in that: an interface module is arranged in the strain sensor (9), and the interface module supports double channels of the circuit module and the microprocessor unit.
9. The real-time online geological engineering monitoring system according to claim 1, characterized in that: the terminal is a plurality of PCs.
10. The real-time online geological engineering monitoring system according to claim 1, characterized in that: the device is characterized by further comprising a power supply module, wherein the power supply module is used for supplying power to the horizontal inclinometer (7), the vertical inclinometer (8), the linear displacement sensor (5), the full irrigation type multipoint pressure measuring pipe (6) and the central control unit (12) respectively.
CN202010640492.6A 2020-07-06 2020-07-06 Real-time online monitoring system for geological engineering Pending CN111896047A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010640492.6A CN111896047A (en) 2020-07-06 2020-07-06 Real-time online monitoring system for geological engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010640492.6A CN111896047A (en) 2020-07-06 2020-07-06 Real-time online monitoring system for geological engineering

Publications (1)

Publication Number Publication Date
CN111896047A true CN111896047A (en) 2020-11-06

Family

ID=73191774

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010640492.6A Pending CN111896047A (en) 2020-07-06 2020-07-06 Real-time online monitoring system for geological engineering

Country Status (1)

Country Link
CN (1) CN111896047A (en)

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103487569A (en) * 2013-10-16 2014-01-01 西安科技大学 Thick loose rock-soil layer bottom water injection sedimentation deformation analog device and method
CN103900640A (en) * 2014-04-09 2014-07-02 武汉理工大学 Experimental data monitoring system based on rock-soil experimental platform
CN104486428A (en) * 2014-12-18 2015-04-01 长安大学 Road waterlogging monitoring system and method based on cloud server
CN104613885A (en) * 2013-11-05 2015-05-13 中国石油化工股份有限公司 Tunnel pipeline monitoring and early warning system
CN104879169A (en) * 2015-05-18 2015-09-02 广州市建设工程质量安全检测中心 Underground engineering and deep foundation pit unattended real-time monitoring early warning system and working method thereof
CN106092205A (en) * 2016-07-29 2016-11-09 成都凯天电子股份有限公司 Omnidirectional's atmosphere parameter measurement spheric probe
CN205843722U (en) * 2016-07-25 2016-12-28 中交隧道工程局有限公司北京分公司 A kind of independent automation engineering monitoring device
CN106691477A (en) * 2017-02-28 2017-05-24 张家港市华美医疗器械有限公司 Multi-point pressure testing tube and use method thereof
CN207248424U (en) * 2017-06-23 2018-04-17 河海大学 A kind of exhaust direct-reading multipoint pressure measure pipe certainly
CN108180938A (en) * 2017-12-19 2018-06-19 广西土木勘察检测治理有限公司 A kind of deep basal pit real-time system for monitoring and pre-warning
CN108716906A (en) * 2018-08-14 2018-10-30 河北工业大学 A kind of fixed intelligent inclinometer, system and implementation
CN209485477U (en) * 2018-12-17 2019-10-11 广西电网有限责任公司梧州供电局 A kind of transformer substation flood prevention on-Line Monitor Device
CN110927362A (en) * 2019-12-09 2020-03-27 黄河交通学院 Civil engineering building monitoring system

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103487569A (en) * 2013-10-16 2014-01-01 西安科技大学 Thick loose rock-soil layer bottom water injection sedimentation deformation analog device and method
CN104613885A (en) * 2013-11-05 2015-05-13 中国石油化工股份有限公司 Tunnel pipeline monitoring and early warning system
CN103900640A (en) * 2014-04-09 2014-07-02 武汉理工大学 Experimental data monitoring system based on rock-soil experimental platform
CN104486428A (en) * 2014-12-18 2015-04-01 长安大学 Road waterlogging monitoring system and method based on cloud server
CN104879169A (en) * 2015-05-18 2015-09-02 广州市建设工程质量安全检测中心 Underground engineering and deep foundation pit unattended real-time monitoring early warning system and working method thereof
CN205843722U (en) * 2016-07-25 2016-12-28 中交隧道工程局有限公司北京分公司 A kind of independent automation engineering monitoring device
CN106092205A (en) * 2016-07-29 2016-11-09 成都凯天电子股份有限公司 Omnidirectional's atmosphere parameter measurement spheric probe
CN106691477A (en) * 2017-02-28 2017-05-24 张家港市华美医疗器械有限公司 Multi-point pressure testing tube and use method thereof
CN207248424U (en) * 2017-06-23 2018-04-17 河海大学 A kind of exhaust direct-reading multipoint pressure measure pipe certainly
CN108180938A (en) * 2017-12-19 2018-06-19 广西土木勘察检测治理有限公司 A kind of deep basal pit real-time system for monitoring and pre-warning
CN108716906A (en) * 2018-08-14 2018-10-30 河北工业大学 A kind of fixed intelligent inclinometer, system and implementation
CN209485477U (en) * 2018-12-17 2019-10-11 广西电网有限责任公司梧州供电局 A kind of transformer substation flood prevention on-Line Monitor Device
CN110927362A (en) * 2019-12-09 2020-03-27 黄河交通学院 Civil engineering building monitoring system

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
刘志义 等: "《城市轨道交通工程设计 下》", 30 January 2020, 中国铁道出版社有限公司 *
吴健等: "基坑监测系统的研究", 《工程技术研究》 *
赵德伟: "《农村数字医疗仪器关键技术及应用》", 31 October 2016, 科学技术文献出版社 *
黄宏伟等: "《城市地铁盾构隧道病害快速检测与工程实践》", 31 January 2019, 上海科学技术出版社 *

Similar Documents

Publication Publication Date Title
CN103018788B (en) Profound tunnel unfavorable geology and Mechanical property forward probe device and method
US11492905B2 (en) Lidar-based convergence deformation monitoring system for surrounding rock around TBM shield region
CN107367231A (en) Coal mine work area wall caving monitoring system based on fiber grating and 3 D laser scanning
CN108918012B (en) Method for monitoring disturbance stress of surrounding rock of subway shield tunnel
CN202975361U (en) Advance detection apparatus for unfavorable geology and rock mass mechanical property of deep and long tunnel
CN110529126B (en) Comprehensive early warning device for tail shield sealing system of shield tunneling machine and working method of comprehensive early warning device
CN103471647B (en) A kind of shield tunnel remote automation monitoring method
CN109374049A (en) A kind of tunnel wall rock deformation monitoring alarm
CN205246041U (en) Three -dimensional joint measurement device of displacement sensor parallel placement
CN106959095A (en) Geology internal displacement three-dimension monitor system and its Embedded installation method, measuring method
CN206862331U (en) Geology internal displacement three-dimension monitor system
CN110836654A (en) Automatic monitoring device and method for underground three-dimensional deformation
CN105888651A (en) Mining online pressure-measuring device based on optical fiber
CN105043611B (en) A kind of swelled ground lateral swelling force in-situ testing device
CN107830890A (en) A kind of tunnel safety monitoring system based on fibre optical sensor
CN214747897U (en) Building construction monitoring system
CN113914386A (en) Intelligent monitoring method for deep foundation pit support safety based on BIM +3S technology
CN111504533B (en) Stress monitoring device and method for key positions of head and pipeline of push bench
CN206095356U (en) Differential pressure water level measuring apparatu
CN111896047A (en) Real-time online monitoring system for geological engineering
CN209875182U (en) Tunnel corrugated steel plate supporting structure and real-time monitoring system thereof
CN107356243B (en) Bracket operation attitude online monitoring method based on fiber bragg grating sensing
CN206803981U (en) A kind of surface drag-line force-measuring type geological disaster automatic monitoring device
CN206539340U (en) A kind of full angle mash gas pumping drilling stability dynamic monitor
CN205477759U (en) Long -range roof monitor platform of mine numeralization

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20201106