CN201680823U - Dynamic measuring device for roadway surrounding rock deformation - Google Patents

Dynamic measuring device for roadway surrounding rock deformation Download PDF

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Publication number
CN201680823U
CN201680823U CN2010202035483U CN201020203548U CN201680823U CN 201680823 U CN201680823 U CN 201680823U CN 2010202035483 U CN2010202035483 U CN 2010202035483U CN 201020203548 U CN201020203548 U CN 201020203548U CN 201680823 U CN201680823 U CN 201680823U
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deformation
roadway
measurement
surrounding rock
bus
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许兴亮
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China University of Mining and Technology Beijing CUMTB
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China University of Mining and Technology Beijing CUMTB
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Abstract

一种巷道围岩变形动态测量装置,适用于巷道围岩变形的实时测量、数据存储、图像显示和数据通信。它包括间隔设在巷道侧帮和顶部的多个激光测距传感器,巷道侧帮和顶部的多个激光测距传感器成对分布在同一截面上,各激光测距传感器分别与RS485总线相连,经RS485总线连接到中央控制处理器,经中央控制处理器对各激光距传感器采集的信息进行处理、存储、显示、并输出。可以实现巷道变形的自动、实时、多断面、连续长期测量。其测量精度高,测量距离远,抗干扰能力强,可实现多断面,长时间多次测量,有设置并保存测量参数功能等特点。有利于减少和避免巷道变形垮冒等造成的伤亡和损失,从而提高施工作业安全。

Figure 201020203548

A dynamic measurement device for the deformation of surrounding rock in a roadway is suitable for real-time measurement, data storage, image display and data communication of the deformation of the surrounding rock in the roadway. It includes multiple laser ranging sensors arranged at intervals on the side and top of the roadway. The multiple laser ranging sensors on the side and top of the roadway are distributed in pairs on the same section. Each laser ranging sensor is connected to the RS485 bus. The RS485 bus is connected to the central control processor, through which the information collected by each laser distance sensor is processed, stored, displayed, and output. It can realize automatic, real-time, multi-section and continuous long-term measurement of roadway deformation. It has the characteristics of high measurement accuracy, long measurement distance, strong anti-interference ability, multi-section, multiple measurements for a long time, and the function of setting and saving measurement parameters. It is beneficial to reduce and avoid the casualties and losses caused by the deformation and collapse of the roadway, thereby improving the safety of construction operations.

Figure 201020203548

Description

A kind of deformation of the surrounding rock in tunnel dynamic measurement device
Technical field
The utility model relates to a kind of dynamic measurement device, especially a kind ofly is applicable to that deformation of the surrounding rock in tunnel measurement in real time, data storage, image show and multiple functions such as data communication are the mining tunnel surrouding rock deformation dynamic measurement device of one.
Background technology
Along with the minimizing of coal resources under mine superficial part, the simple condition and the increasing of pit mining intensity, the colliery continues to shift to deep and complex conditions exploitation, and a deformation of the surrounding rock in tunnel control difficult problem more and more shows especially.Whether roadway support intensity is enough, and whether existing supporting design scheme and parameter be suitable, and whether roadway deformation becomes surely, all needs surrouding rock deformation is monitored, assesses, fed back.At present the roadway deformation monitoring method mainly adopts steel ruler formula convergence gauge and hangs the ways of contact such as steel ruler levelling and measures, and it is low, simple to operate and adapt to the advantage of abominable construction environment that this method has a cost.But this monitoring method also has tangible limitation, as hanging the chi difficulty, construction is disturbed big, measurement result is influenced by human factor easily, be difficult to guarantee the precision of construction Deformation monitoring, and surveying work takies a large amount of manpowers, inefficiency, can not realize can not be continuously, in real time, measure automatically.Be applied in the displacement measurement of underground works in states such as Japan, Switzerland for non-contact three-dimensional observation (no dipstick metering is surveyed) technology.The method that realizes roughly has three kinds: one, be to be the 3 D analysis measurement of major equipment with many electronic theodolites; Two, being is the 3 D deformation measurement of major equipment with the total powerstation; Three, being is the close shot deformation measurement of major equipment with the close-range camera.But owing to these instrument and equipments cost an arm and a leg, the cost height, strict to working environment, measurement result is disturbed by the down-hole complex environment easily, causes the monitoring result distortion, is difficult to adapt to the operating environment of mine engineering complexity; And deformation of the surrounding rock in tunnel measures, the deformation rule that only needs several typical key points just can, do not need comprehensive monitoring to complete section.
Summary of the invention
It is a kind of simple in structure that the purpose of this utility model is to provide, and cost is low, and antijamming capability is strong, the deformation of the surrounding rock in tunnel dynamic measurement device that measuring accuracy is high.
For achieving the above object, dynamic measurement device of the present utility model, comprise a plurality of laser range sensors that are located at tunnel lateral wall and top at interval, a plurality of laser range sensors at tunnel lateral wall and top are distributed on the same cross section in pairs, each laser range sensor links to each other with the RS485 bus respectively, be connected to central control processor through the RS485 bus, each laser handled, stores, shows, also exported apart from the information of sensor acquisition through central control processor.
Signal controlling module, memory module, display module, communication interface module, power system modules that described central control processor comprises microprocessor, links to each other with microprocessor respectively.
Beneficial effect: the utility model is pressed spacing distance according to requirement of engineering and is laid the laser range sensor that roadway deformation is measured, and links to each other with central control processor by the RS485 bus, forms observation grid and lays; Send instruction according to the control of sample frequency central authorities with processor, excitation laser distance measuring sensor emission pulse laser, the tested basic point of laser directive, and return laser light distance measuring sensor, the high-acruracy survey of realization measuring distance; Laser range sensor by the RS485 bus structure, is sent to measurement result central authorities' control and carries out data processing and storage with processor, selects according to user's needs, shows or exports.Can realize automatic, real-time, multibreak of roadway deformation, long-term measurement continuously, help reducing and avoid roadway deformation to collapse emitting waiting injures and deaths and the loss that causes, raising construction operation safety.Have the measuring accuracy height, error is little, far measuring distance, and antijamming capability is strong, measures the reliability height, and is low-cost and can realize multibreak, repeatedly measures for a long time.
Description of drawings
Fig. 1 is a laser ranging system range finding scheme of installation of the present utility model;
Fig. 2 is a laser ranging system range measurement principle block diagram of the present utility model.
Among the figure: laser range sensor-1; Central control processor-2; RS485 bus-3; Tunnel-4; Pulse laser-5.
Embodiment
Below in conjunction with accompanying drawing an embodiment of the present utility model is further described:
Shown in Figure 1, the deformation of the surrounding rock in tunnel dynamic measurement device mainly is made of laser range sensor 1, central control processor 2 and RS485 bus 3; According to the down-hole actual conditions, lateral wall in underworkings 4 and top are provided with a plurality of laser range sensors 1 in tunnel at interval, the a plurality of laser range sensors 1 that are located at tunnel lateral wall and top are distributed on the same cross section in pairs, each cross section is a transmitter unit, respectively tunnel span and top end height are measured in real time by the pulse laser 5 that lateral wall and top lasers distance measuring sensor 1 send, each laser range sensor 1 is connected with the RS485 bus 3 of down-hole respectively, be connected to central control processor 2 through RS485 bus 3, handle through the information that 2 pairs of each laser of central control processor are gathered apart from sensor 1, storage, show, and output.Signal controlling module, memory module, display module, communication interface module, power system modules that central control processor 2 comprises microprocessor, links to each other with microprocessor respectively.Wherein: laser range sensor 1 adopts the INSIGHT-60 laser range sensor of Switzerland Ying Saite company, the pulse laser 5 that transmitter unit sends meets the eye-safe standard, laser is through testee return laser light distance measuring sensor 1, obtain test cell to the distance between target, its information becomes data-signal RS232 after quantizing, be the RS485 signal that has the ID sign through the signal identification cell translation of laser range sensor 1; Central control processor 2 controls and work and the sequential of coordinating each module realize power supply; Information acquisition; Information stores; Image shows; Information output waits every function.Microprocessor is selected the C8051F020 of U.S. Silicon Laboratories company for use, and microprocessor links to each other with laser range sensor 1 by RS485 bus 3.The signal controlling module comprises the RS232/RS485 converter, isolate transceiver module RSM3485CHT, being implemented in synchronization can carry out data acquisition to the multi-path laser stadimeter, and basis ID separately numbers the corresponding record data respectively, and consolidated network can connect 30 sensors.According to the sample frequency of setting for the user, can carry out controlling of sampling to each laser range sensor respectively.Memory module adopts U.S. ATMEL serial FLASH memory AT45DB161D memory module, and memory capacity reaches the 2M byte, the data that collect can be preserved, and realize not obliterated data of power down.Display module is selected the integrated display LM2068E that has driver module and character base module for use, realizes the driving of liquid crystal display and calling of character library, realizes that by the operation to the menu that shows curve map and numerical value show the switching of two kinds of patterns.LCD links to each other with microprocessor, shows the result of microprocessor output.Playback: the data that will be kept among the Flash read and playback.Cooperate the control of microprocessor, show deformation curve, display mode is switched between curve map and numerical value.Output module is selected the RSM3485CHT of Zhou Ligong for use, and the data unofficial biography can be selected dual mode for use, and a kind of is to adopt wired way of output, and another kind is to adopt the infrared radio way of output.Wired output adopts RS232 to connect computing machine, adopts MAX232; The infrared radio output module is selected TFDU4100 for use, can cooperate portable hand-held infrared radio data collecting instrument to carry out data acquisition in the down-hole.Power system modules adopts homemade intrinsic safety electric source module, comprises chargeable combined electrical core, current limliting/pressure limiting module and DC/DC isolation module, realizes the laser range sensor of all accesses is unified power supply by a power lead.

Claims (2)

1. deformation of the surrounding rock in tunnel dynamic measurement device, it is characterized in that: it comprises a plurality of laser range sensors (1) that are located at tunnel lateral wall and top at interval, a plurality of laser range sensors (1) at tunnel lateral wall and top are distributed on the same cross section in pairs, each laser range sensor (1) links to each other with RS485 bus (3) respectively, be connected to central control processor (2) through RS485 bus (3), handle, store, show, also export through the information that central control processor (2) is gathered apart from sensor (1) each laser.
2. deformation of the surrounding rock in tunnel dynamic measurement device according to claim 1 is characterized in that: signal controlling module, memory module, display module, communication interface module, power system modules that described central control processor (2) comprises microprocessor, links to each other with microprocessor respectively.
CN2010202035483U 2010-05-21 2010-05-21 Dynamic measuring device for roadway surrounding rock deformation Expired - Lifetime CN201680823U (en)

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Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102607540A (en) * 2012-03-16 2012-07-25 天地科技股份有限公司 Device for measuring relative variation of underground space
CN103017673A (en) * 2012-12-26 2013-04-03 中铁二十四局集团有限公司 Real-time continuous monitoring alarming method for tunnel surrounding rock deformation
CN103437780A (en) * 2013-06-25 2013-12-11 淮北市平远软岩支护工程技术有限公司 Coal mine tunnel timbering method for recovering working resistance from fatigue resistance state
CN103837082A (en) * 2014-01-03 2014-06-04 山东鼎讯安控技术有限责任公司 Mining intrinsic safety type surrounding rock deformation analytic system and method
CN104075664A (en) * 2014-07-02 2014-10-01 中国矿业大学 Shaft deformation rapid scanning and obtaining device
CN105043284A (en) * 2015-08-06 2015-11-11 中国电子科技集团公司第三十八研究所 System and method for large-scale radar antenna deformation real time measurement
CN105719559A (en) * 2016-04-11 2016-06-29 华北科技学院 Experimental device for simulating convergence and deformation of underground roadway and using method of experimental device
CN106523032A (en) * 2016-12-29 2017-03-22 中铁十九局集团第工程有限公司 Sudden-change early-warning device for weak surrounding rock excavating through tunnel machine
CN106895787A (en) * 2017-02-27 2017-06-27 武汉理工大学 Deformation monitoring system and method based on visible ray location technology
CN108195301A (en) * 2018-01-19 2018-06-22 安徽省(水利部淮河水利委员会)水利科学研究院(安徽省水利工程质量检测中心站) A kind of long shaft-like hollow member DEFORMATION MONITORING SYSTEM and method
CN109612423A (en) * 2018-12-19 2019-04-12 沈阳天眼智云信息科技有限公司 Tunnel collapsing prediction technique and system based on displacement sensor
CN109780999A (en) * 2018-12-18 2019-05-21 杭州国电大坝安全工程有限公司 Side wall measuring point coordinate information collecting method in tunnel
CN109900217A (en) * 2019-03-21 2019-06-18 中国矿业大学 A kind of coal mine roadway surrouding rock deformation monitoring device
CN111474380A (en) * 2020-04-26 2020-07-31 中煤科工集团重庆研究院有限公司 A multi-section grid observation method and system for roadway wind speed
CN112033276A (en) * 2020-09-10 2020-12-04 刘梦 Roadway deformation monitoring device
CN113614205A (en) * 2019-03-26 2021-11-05 杰富意钢铁株式会社 Device and method for checking coke oven in course of coke oven building and method for building coke oven
CN119533324A (en) * 2024-12-02 2025-02-28 北京科技大学 Tunnel section deformation monitoring system and method based on adjustable multi-point laser ranging

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102607540B (en) * 2012-03-16 2013-08-21 天地科技股份有限公司 Device for measuring relative variation of underground space
CN102607540A (en) * 2012-03-16 2012-07-25 天地科技股份有限公司 Device for measuring relative variation of underground space
CN103017673B (en) * 2012-12-26 2015-08-19 中铁二十四局集团有限公司 Tunnel wall rock deformation real-time continuous alarming method by monitoring
CN103017673A (en) * 2012-12-26 2013-04-03 中铁二十四局集团有限公司 Real-time continuous monitoring alarming method for tunnel surrounding rock deformation
CN103437780A (en) * 2013-06-25 2013-12-11 淮北市平远软岩支护工程技术有限公司 Coal mine tunnel timbering method for recovering working resistance from fatigue resistance state
CN103837082A (en) * 2014-01-03 2014-06-04 山东鼎讯安控技术有限责任公司 Mining intrinsic safety type surrounding rock deformation analytic system and method
CN103837082B (en) * 2014-01-03 2016-05-25 山东鼎讯安控技术有限责任公司 Mine-used I. S country rock deformation analysis system and method
CN104075664A (en) * 2014-07-02 2014-10-01 中国矿业大学 Shaft deformation rapid scanning and obtaining device
CN105043284A (en) * 2015-08-06 2015-11-11 中国电子科技集团公司第三十八研究所 System and method for large-scale radar antenna deformation real time measurement
CN105719559A (en) * 2016-04-11 2016-06-29 华北科技学院 Experimental device for simulating convergence and deformation of underground roadway and using method of experimental device
CN105719559B (en) * 2016-04-11 2018-07-13 华北科技学院 A kind of simulation underworkings convergent deformation experimental provision and its application method
CN106523032A (en) * 2016-12-29 2017-03-22 中铁十九局集团第工程有限公司 Sudden-change early-warning device for weak surrounding rock excavating through tunnel machine
CN106895787A (en) * 2017-02-27 2017-06-27 武汉理工大学 Deformation monitoring system and method based on visible ray location technology
CN106895787B (en) * 2017-02-27 2019-04-26 武汉理工大学 Deformation monitoring system and method based on visible light positioning technology
CN108195301A (en) * 2018-01-19 2018-06-22 安徽省(水利部淮河水利委员会)水利科学研究院(安徽省水利工程质量检测中心站) A kind of long shaft-like hollow member DEFORMATION MONITORING SYSTEM and method
CN108195301B (en) * 2018-01-19 2020-12-01 安徽省(水利部淮河水利委员会)水利科学研究院(安徽省水利工程质量检测中心站) Deformation monitoring system and method for long-shaft-shaped hollow component
CN109780999A (en) * 2018-12-18 2019-05-21 杭州国电大坝安全工程有限公司 Side wall measuring point coordinate information collecting method in tunnel
CN109612423A (en) * 2018-12-19 2019-04-12 沈阳天眼智云信息科技有限公司 Tunnel collapsing prediction technique and system based on displacement sensor
CN109900217A (en) * 2019-03-21 2019-06-18 中国矿业大学 A kind of coal mine roadway surrouding rock deformation monitoring device
CN113614205A (en) * 2019-03-26 2021-11-05 杰富意钢铁株式会社 Device and method for checking coke oven in course of coke oven building and method for building coke oven
US12106467B2 (en) 2019-03-26 2024-10-01 Jfe Steel Corporation Inspection apparatus and inspection method for coke oven construction, and coke oven construction method
CN113614205B (en) * 2019-03-26 2025-05-30 杰富意钢铁株式会社 Coke oven inspection device, inspection method and coke oven inspection method
CN111474380A (en) * 2020-04-26 2020-07-31 中煤科工集团重庆研究院有限公司 A multi-section grid observation method and system for roadway wind speed
CN111474380B (en) * 2020-04-26 2021-11-02 中煤科工集团重庆研究院有限公司 A multi-section grid observation method and system for roadway wind speed distribution
CN112033276A (en) * 2020-09-10 2020-12-04 刘梦 Roadway deformation monitoring device
CN119533324A (en) * 2024-12-02 2025-02-28 北京科技大学 Tunnel section deformation monitoring system and method based on adjustable multi-point laser ranging

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Granted publication date: 20101222