张宁博, 王建达, 秦凯, 赵善坤, 杨岁寒, 邓志刚, 丁传宏. 基于一孔多点式应力与位移监测系统的掘进巷道冲击危险性评价[J]. 煤炭学报, 2020, 45(S1): 140-149. DOI: 10.13225/j.cnki.jccs.2019.0952
引用本文: 张宁博, 王建达, 秦凯, 赵善坤, 杨岁寒, 邓志刚, 丁传宏. 基于一孔多点式应力与位移监测系统的掘进巷道冲击危险性评价[J]. 煤炭学报, 2020, 45(S1): 140-149. DOI: 10.13225/j.cnki.jccs.2019.0952
ZHANG Ningbo, WANG Jianda, QIN Kai, ZHAO Shankun, YANG Suihang, DENG Zhigang, DING Chuanhong. Evaluation of coal bump risk in excavation roadway based on multi-point stress and displacement monitoring system[J]. Journal of China Coal Society, 2020, 45(S1): 140-149. DOI: 10.13225/j.cnki.jccs.2019.0952
Citation: ZHANG Ningbo, WANG Jianda, QIN Kai, ZHAO Shankun, YANG Suihang, DENG Zhigang, DING Chuanhong. Evaluation of coal bump risk in excavation roadway based on multi-point stress and displacement monitoring system[J]. Journal of China Coal Society, 2020, 45(S1): 140-149. DOI: 10.13225/j.cnki.jccs.2019.0952

基于一孔多点式应力与位移监测系统的掘进巷道冲击危险性评价

Evaluation of coal bump risk in excavation roadway based on multi-point stress and displacement monitoring system

  • 摘要: 随着煤矿开采深度逐年增加,深部掘进巷道冲击地压灾害愈发严重,研究其监测预警及评价技术具有十分重要的意义。为科学评价深部巷道掘进过程中的冲击危险性,解决其冲击地压实时预警问题,基于掘进巷道围岩弹塑性力学模型,分析其失稳的应力和应变条件;以强冲击倾向性煤体为试验对象,模拟巷道掘进过程煤体受力过程,开展“固定轴压-加围压”“加轴压-卸围岩”两种应力路径下煤体破坏过程中应力与位移梯度演化特征研究;基于光纤光栅测量原理及分布式测量的优势,研发一孔多点式应力与位移监测系统并开展系统性能测试;以应力梯度和位移梯度为评价指标,构建巷道冲击危险性评价指标体系;基于层次分析和模糊数学理论,提出掘进巷道动态冲击危险性评价方法;研究成果在典型冲击地压矿井开展工业试验。结果表明:随着应变梯度和应力梯度的增大,掘进巷道煤体的冲击危险程度增加,开采扰动引起的煤体采动应力梯度以及横向应变梯度可作为表征掘进巷道冲击危险性的特征参量;一孔多点式光纤光栅应力与位移监测系统能够实现应力和位移的实时测量,经测试应力计误差为1.54%,位移计最大误差为3.78%;通过工业试验,初步验证了基于一孔多点式应力与位移监测系统的掘进巷道冲击危险性评价技术的现场适用性。

     

    Abstract: With the gradual increase of coal mine depth,the coal bump disaster of deep roadway becomes more serious,so it is of great significance for the research on the monitoring and evaluation technology of coal bump. In order to evaluate the impact risk of deep roadway excavation accurately and fulfill the real-time warning of coal bump,the stress and strain conditions of roadway instability were analyzed based on elastic-plastic mechanics mode. Taking the coal with strong outburst tendency as a test object,the author carried out two stress path tests,i.e.,"fixing axial compression-loading confining pressure" and "loading axial compression-unloading surrounding pressure",which were simulating the loading process of coal body during the roadway excavation,for analyzing the stress and displacement evolution during coal failure. By using Bragg grating with distributed measurement,the stress-displacement monitoring system with multi-point of one hole was developed and tested for the measuring function. Taking stress gradient and displacement gradient as the index for roadway impact evaluation,the coal bump evaluation index system of roadway was constructed,on basis of which the real-time impact risk assessment method of roadway excavation is proposed,combining with analytic hierarchy process and fuzzy mathematical theory. Lastly the stress-displacement monitoring system with multi-point of one hole with impact risk assessment technique of roadway excavation was applied preliminarily in a typical coal bump mine. The results show that with the increase of strain gradient and stress gradient,the hazard of roadway excavation coal bump become more serious,making the mining stress (Δσ) and the lateral strain(ε3) of coal caused by excavation characteristic parameters predicting coal impact. The stress-displacement monitoring system with multi fiber gratings in one hole has been developed successfully. By testing the error of the stress gauge is 1.54% and the maximum error of the displacement gauge is 3.78%. A real-time impact risk assessment method based on stress-displacement monitoring system was applied preliminarily in coal mine,although the evaluation of technical reliability needs further study.

     

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