Citation: | LI Yanhe,YANG Zhanbiao,ZHU Yuanguang,et al. Research on deformation monitoring of surrounding rock based on weak fiber grating sensing technology[J]. Coal Science and Technology,2023,51(6):11−19. DOI: 10.13199/j.cnki.cst.2022-0510 |
The prominent contradiction between high ground stress and low strength of surrounding rock in deep strata of coal mine leads to large deformation and instability disaster after roadway excavation. In order to grasp the internal deformation of surrounding rock before and after roadway excavation and support in time, this study developed a quasi-distributed large-range strain sensor cable based on weak fiber grating sensing technology, and realized the 1 m-level spacing arrangement of deformation measuring points in surrounding rock. The test performance of the sensor cable is mastered through the indoor calibration test. The test results show that the strain range of the developed strain sensing cable is not less than 0.04, the sensitivity is 1.23 pm/με, and the accuracy level is 0.5. It belongs to the high-precision sensor and has good repeatability and linearity. Field industrial test was carried out in deep rock roadway of No. 4 Coal Mine of Pingdingshan Tian’an Coal Shares The results show that: The strain value of surrounding rock decreases with the increase of hole depth. The strain value of surrounding rock within 4 m is larger, and the strain value outside 7 m is smaller and tends to be stable. The strain of roadway surrounding rock mainly occurs within 30 days after roadway repair, and then the strain increase of roadway surrounding rock gradually decreases and tends to be stable. Taking the rapid convergence position of strain rate to 0 as the boundary of surrounding rock loose zone, the boundary of roadway side and top loose zone is 5 m, and the boundary of shoulder loose zone is 4 m. Through the comprehensive application of weak fiber grating technology and time division multiplexing technology, the strain optical cable greatly improves the multiplexing capacity of optical fiber sensing network and meets the large range and fine online monitoring requirements of surrounding rock deformation monitoring in deep roadway of coal mine. Through technical application, the internal deformation characteristics of surrounding rock of deep roadway in coal mine and the spatio-temporal evolution law of loose circle can be mastered in time, which provides scientific basic data for the stability control decision of surrounding rock of deep roadway.
[1] |
谢和平, 高 峰, 鞠 杨, 等. 深部开采的定量界定与分析[J]. 煤炭学报, 2015, 40(1): 1–10.
XIE Heping, GAO Feng, JU Yang, et al. Quantitative definition and investigation of deep mining [J]. Journal of China Coal Society, 2015, 40(1): 1–10.
|
[2] |
康红普, 王国法, 姜鹏飞, 等. 煤矿千米深井围岩控制及智能开采技术构想[J]. 煤炭学报, 2018, 43(7): 1789–1800.
KANG Hongpu, WANG Guofa, JIANG Pengfei, et al. Conception for strata control and intelligent mining technology in deep coal mines with depth more than 1 000 m[J]. Journal of China Coal Society, 2018, 43(7): 1789–1800.
|
[3] |
董方庭, 宋宏伟, 郭志宏, 等. 巷道围岩松动圈支护理论[J]. 煤炭学报, 1994(1): 21–32.
DONG Fangting, SONG Hongwei, GUO Zhihong, et al. Roadway support theory based on broken rock zone[J]. Journal of China Coal Society, 1994(1): 21–32.
|
[4] |
靖洪文, 孟庆彬, 朱俊福, 等. 深部巷道围岩松动圈稳定控制理论与技术进展[J]. 采矿与安全工程学报, 2020, 37(3): 429–442.
JING Hongwen, MENG Qingbin, ZHU Junfu, et al. Theoretical and technical progress of stability control of broken rock zone of deep roadway surrounding rock[J]. Journal of Mining and Safety Engineering, 2020, 37(3): 429–442.
|
[5] |
杨旭旭, 王文庆, 靖洪文. 围岩松动圈常用测试方法分析与比较[J]. 煤炭科学技术, 2012, 40(8): 1–5,54.
YANG Xuxu, WANG Wenqing, JING Hongwen, et al. Analysis and comparison on conventional loose zone measuring and test methods[J]. Coal Science and Technology, 2012, 40(8): 1–5,54.
|
[6] |
杨艳国, 范 楠. 基于单孔声波法测试巷道围岩松动圈试验研究[J]. 煤炭科学技术, 2019, 47(3): 93–100.
YANG Yanguo, FAN Nan. Experimental study on surrounding rock loosing circle by single-hole acoustic wave testing method[J]. Coal Science and Technology, 2019, 47(3): 93–100.
|
[7] |
肖建清, 冯夏庭, 林大能. 爆破循环对围岩松动圈的影响[J]. 岩石力学与工程学报, 2010, 29(11): 2248–2255.
XIAO Jianqing, FENG Xiating, LIN Daneng. Influence of blasting round on excavation damaged zone of surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(11): 2248–2255.
|
[8] |
周 辉, 渠成堃, 王竹春, 等. 深井巷道掘进围岩演化特征模拟与扰动应力场分析[J]. 岩石力学与工程学报, 2017, 36(8): 1821–1831.
ZHOU Hui, QU Chengkun, WANG Zhuchun, et al. Simulating the variation of surrounding rock and analyzing the disturbed stress field during excavation of deep mine roadway[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(8): 1821–1831.
|
[9] |
郭 亮, 李俊才, 张志铖, 等. 地质雷达探测偏压隧道围岩松动圈的研究与应用[J]. 岩石力学与工程学报, 2011, 30(S1): 3009–3015.
GUO Liang, LI Juncai, ZHANG Zhicheng, et al. Research on surrounding rock loose zone of tunnel under unsymmetrical loading with ground penetrating radar and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1): 3009–3015.
|
[10] |
彭 泓,刘亚飞. 基于光纤光栅技术的巷道支护锚杆受力监测[J]. 煤炭科学技术,2022,56(6):61−67.
PENG Hong,LIU Yafei. Stress monitoring of roadway supporting bolt based on fiber bragg grating technology[J]. Coal Science and Technology,2022,56(6):61−67.
|
[11] |
柴 敬,刘永亮,袁 强,等. 矿山围岩变形与破坏光纤感测理论技术及应用[J]. 煤炭科学技术,2021,49(1):208−217.
CHAI Jing,LIU Yongliang,YUAN Qiang,et al. Theory-technology and its application of optical fiber sensing on deformation and failure of mine surrounding rock[J]. Coal Science and Technology,2021,49(1):208−217.
|
[12] |
柴 敬,韩志成,雷武林,等. 回采巷道底鼓演化过程的分布式光纤实测研究[J]. 煤炭科学技术,2023,51(1):146−156.
CHAI Jing,HAN Zhicheng,LEI Wulin,et al. Distributed optical fiber measurement of floor heave evolution in mining roadway[J]. Coal Science and Technology,2023,51(1):146−156.
|
[13] |
王玉宝, 兰海军. 基于光纤布拉格光栅波/时分复用传感网络研究[J]. 光学学报, 2010, 30(8): 2196–2201.
WANG Yubao, LAN Haijun. Study of fiber bragg grating sensor system based on wavelength division multiplexing /time – division multiplexing[J]. Acta Optica Sinica, 2010, 30(8): 2196–2201.
|
[14] |
黎 威, 张永佳. 基于弱光栅阵列的增强相位敏感光时域反射仪振动传感系统[J]. 中国激光, 2018, 45(8): 234–241.
LI Wei, ZHANG Yongjia. Enhanced phase sensitive optical time-domain reflectometer vibration sensing system based on weak grating array[J]. Chinese Journal of Lasers, 2018, 45(8): 234–241.
|
[15] |
刘 胜, 韩新颖, 熊玉川, 等. 基于弱光纤光栅阵列的分布式振动探测系统[J]. 中国激光, 2017, 44(2): 313–318.
LIU Sheng, HAN Xinying, XIONG Yuchuan, et al. Distributed vibration detection system basedon weak fiber bragg grating array[J]. Chinese Journal of Lasers, 2017, 44(2): 313–318.
|
[16] |
董小鹏, 郑俊达. 基于波分复用的光纤多防区周界传感系统[J]. 中国激光, 2012, 39(9): 112–115.
DONG Xiaopeng, ZHENG Junda. Multi-area perimeter sensing system basedon optical fiber wavelength division multiplexing technology[J]. Chinese Journal of Lasers, 2012, 39(9): 112–115.
|
[17] |
刘德明, 孙琪真. 分布式光纤传感技术及其应用[J]. 激光与光电子学进展, 2009, 46(11): 29–33.
LIU Deming, SUN Qizhen. Distributed optical fiber sensing technology and its applications[J]. Laser & Optoelectronics Progress, 2009, 46(11): 29–33.
|
[18] |
廖帮全, 赵启大, 冯德军, 等. 光纤耦合模理论及其在光纤布拉格光栅上的应用[J]. 光学学报, 2002(11): 1340–1344.
LIAO Bangquan, ZHAO Qida, FENG Dejun, et al. Coupled-mode theory for optical fiber and its application to fiber bragg gratings[J]. Acta Optica Sinica, 2002(11): 1340–1344.
|
[19] |
刘泉声, 康永水, 白运强. 顾桥煤矿深井岩巷破碎软弱围岩支护方法探索[J]. 岩土力学, 2011, 32(10): 3097–3104.
LIU Quansheng, KANG Yongshui, BAI Yunqiang. Research on supporting method for deep rock roadway with broken and soft surrounding rock in Guqiao Coal Mine[J]. Rock and Soil Mechanics, 2011, 32(10): 3097–3104.
|
[20] |
邹红英,肖 明. 地下洞室开挖松动圈评估方法研究[J]. 岩石力学与工程学报,2010,29(3):513−519.
ZOU Hongying,XIAO Ming. Study of methodology for assessment of excavation disturbed zone of underground caverns[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(3):513−519.
|