Monitoring of Deep Shaft Lining Structure Using the Fiber Bragg Grating Sensing Technology

HAN Tao,HUANG Jia - hui,LI Jian - qing

Journal of Railway Engineering Society ›› 2011, Vol. 28 ›› Issue (11) : 88-92.

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PDF(1147 KB)
Journal of Railway Engineering Society ›› 2011, Vol. 28 ›› Issue (11) : 88-92.

Monitoring of Deep Shaft Lining Structure Using the Fiber Bragg Grating Sensing Technology

  • HAN Tao,HUANG Jia - hui,LI Jian - qing
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Abstract

Research purposes: The security of the shaft is the prerequisite for a coal mine to run safely and efficiently.Long - term security monitoring of shaft is particularly important to prevent its great loss caused by the sudden destruction and to know the stress state. Fiber bragg grating ( FBG) sensors have better reliability and stability in the gushing water and complex electromagnetic environment conditions. The kilometer deep vertical shaft lining structure was monitored in long - term with FBG sensors. The shaft mechanical characteristics in deep and gushing water condition is to be mastered,which can provide the basis to evaluate the security of the shaft.
Research conclusions: The kilometer deep shaft lining structure was monitored with FBG sensors. After a complete cycle of monitoring,the temperature and strain changing regularity was obtained in the surface soil segment and the bedrock segment of the shaft. The shaft is easier to fracture in the summer,because the temperature strain achieves its maximum during June to October. Applying the FBG sensing technology to monitoring the deep shaft lining structure under the condition of large water spray provides a new and stable technical scheme for the shaft lining deformation monitoring.And it greatly promotes the technology innovation of the shaft lining long - term monitoring under complex stratum conditions. In addition,it also has important directive significance for the other geotechnical monitoring projects in complex stratum.

Key words

shaft lining / structure monitoring / kilometers deep vertical shaft

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HAN Tao, HUANG Jia - hui, LI Jian - qing. Monitoring of Deep Shaft Lining Structure Using the Fiber Bragg Grating Sensing Technology[J]. Journal of Railway Engineering Society, 2011, 28(11): 88-92

References

[1] 崔广心,杨维好,吕恒林. 深厚表土层中的冻结壁和井壁[M]. 徐州: 中国矿业大学出版社,1998.
Cui Guangxin,Yang Weihao,Lv Henglin. Deep Alluvium in the Frozen Wall and Shaft Lining[M].Xuzhou: China University of Mining and Technology Press, 1998.
[2] 周国庆,崔广心,吕恒林,等. 补强覆盖层预防和治理井壁破裂的模拟研究[J]. 中国矿业大学学报, 1999( 1) :1 - 7.
Zhou Guoqing, Cui Guangxin, Lv Henglin, etc.Simulation Study on Reinforcing Overburden to Prevent and Cure the Rupture of Shaft Lining[J]. Journal of China University of Mining & Technology,1999 ( 1 ) :1 - 7.
[3] 梁恒昌,周国庆,刘志强. 地层沉降和井壁附加应变实测耦合分析[J]. 岩土工程学报, 2010( 6) : 924 - 929.
Liang Hengchang,Zhou Guoqing,Liu Zhiqinag. In -situ Tests on Ground Surface Settlement and Additional Strain of Shaft Linings [J]. Chinese Journal of Geotechnical Engineering,2010( 6) : 924 - 929.
[4] 梁恒昌,周国庆,赵光思,等. 井壁破裂过程的应变实测特征分析[J]. 煤炭学报,2010( 2) : 198 - 202.
Liang Hengchang,Zhou Guoqing,Zhao Guangsi,etc.Strain Characters of Shaft lining Crack[J]. Journal of China Coal Society,2010( 2) : 198 - 202.
[5] 张黎明,王在泉,卢则阳,等. 基于井壁监测信息的竖向附加力反演及井壁破坏分析[J]. 煤炭学报,2009( 5) : 619 - 623.
Zhang Liming,Wang Zaiquan,Lu Zeming,etc. Back Analysis of Vertical Additional Force on Shaft Lining Based on Monitoring Information and Its Failure Analysis[J]. Journal of China Coal Society,2009( 5) :619 - 623.
[6] 郝晋豫,朱少捷. 郑西客运专线路基工后沉降监测方案的探讨[J]. 铁道工程学报,2010( 3) : 33 - 36.
Hao Jinyu,Zhu Shaojie. Discussion on Schemes for Monitoring Post - Construction Subsidence of Subgrade of Zhengzhou - Xi’an Passenger Dedicated Line[J].Journal of Railway Engineering Society,2010( 3) : 33 -36.
[7] 马水山,王志旺,李端有. 光纤传感器及其在岩土工程中的应用[J]. 岩石力学与工程学报,2010( S) : 1692 -1694.
Ma Shuishan,Wang Zhiwang,Li Duanyou. Optical Fiber Sensors and Their Application to Geotechnical Engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2010( S) : 1692 - 1694.
[8] 朱鸿鹄,殷建华,靳伟,等. 基于光纤光栅传感技术的地基基础健康监测研究[J]. 土木工程学报,2010 ( 6) :109 - 115.
Zhu Honghao,Yin Jianhua,Jin Wei,etc. Monitoring Internal Displacements of a Model Dam Using FBG Sensing Bars[J]. China Civil Engineering Journal, 2010( 6) : 109 - 115.
[9] 丁睿. 钢管混凝土拱桥健康监测的光纤传感研究[J].土木工程学报,2005( 11) : 69 - 74.
Ding Rui. Research on Fiber Sensing of Heal th Monitoring for Steel Tube - confined Concrete Arch Bridge[J]. China Civil Engineering Journal, 2005 ( 11) : 69 - 74.
[10] 朱鸿鹄,殷建华,张林,等. 大坝模型试验的光纤传感变形监测[J]. 岩石力学与工程学报,2008( 6) : 1188 - 1194.
Zhu Honghu, Yin Jianhua, Zhang Lin, etc.Deformation Monitoring of Dam Model Test by Optical Fiber Sensors[J]. Chinese Journal of Rock Mechanicsand Engineering,2008( 6) : 1188 - 1194.
[11] 赵星光,邱海涛. 光纤Bragg 光栅传感技术在隧道监测中的应用[J]. 岩石力学与工程学报,2007( 3) : 587 - 593.
Zhao Xingguang,Qiu Haitao. Application of Fiber Bragg Grating Sensing Technology to Tunnel Monitoring[J]. Chinese Journal of Rock Mechanics and Engineering,2007( 3) : 587 - 593.
[12] 丁勇,施斌,崔何亮,等. 光纤传感网络在边坡稳定监测中的应用研究[J]. 岩土工程学报,2005( 3) : 338 - 342.
Ding Yong,Shi Bin,Cuihe Liang,etc. A Fiber Optic Sensing Net Applied in Slope Monitoring Based on Brillorin Scattering [J]. Chinese Journal of Rock Mechanics and Engineering,2005( 3) : 338 - 342.
[13] 陈朋超,李俊,刘建平,等. 光纤光栅埋地管道滑坡区监测技术及应用[J]. 岩土工程学报,2010 ( 6) : 897 -902.
Chen Pengchao,Li Jun,Liu Jianping,etc. Monitoring Technology of Pipelines Using Fiber Bragg Grating and Its Application in Landslide Areas[J]. Chinese Journal of Rock Mechanics and Engineering,2010 ( 6 ) : 897 -902.
[14] 吕辰刚. 光纤光栅在健康结构检测中的应用[D]. 天津:天津大学,2004.
Lv Chen Gang. Application of FBG in Structure Health Monitoring[D]. Tianjin: Tianjin University,2004.
[15] 赵勇. 光纤光栅及其传感技术[M]. 北京: 国防工业出版社, 2006.
Zhao Yong. Fiber Grating and Its Sensing Technology[M]. Beijing: National Defence Industry Press,2006.
 
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