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综放沿空留巷支护结构的可靠性分析
引用本文:朱川曲,张道兵,施式亮,缪协兴. 综放沿空留巷支护结构的可靠性分析[J]. 煤炭学报, 2006, 31(2): 141-144
作者姓名:朱川曲  张道兵  施式亮  缪协兴
作者单位:湖南科技大学,能源与安全工程学院,湖南,湘潭,411201;中国矿业大学,江苏,徐州,221008
基金项目:国家自然科学基金资助项目(50274060),湖南省自然科学基金资助项目(03JJY3077)
摘    要:根据综放沿空留巷围岩变形大且围岩力学参数中有许多随机变量的特征,阐述了其支护结构可靠性分析的必要性.应用工程结构可靠性理论,建立了综放沿空留巷支护结构可靠性分析模型,得到了支护结构可靠度的计算公式.结果表明:通过合理选择锚杆类型、加大锚杆支护密度、改善锚固体及充填材料力学性能等措施,可达到提高综放沿空留巷支护结构可靠性的目的.

关 键 词:综放沿空留巷  支护结构  锚杆支护  可靠度
文章编号:0253-9993(2006)02-0141-04
收稿时间:2005-09-23
修稿时间:2005-09-23

Reliability analysis on support structure of gob-side entry retaining in fully-mechanized caving face
ZHU Chuan-qu,ZHANG Dao-bing,SHI Shi-liang,MIAO Xie-xing. Reliability analysis on support structure of gob-side entry retaining in fully-mechanized caving face[J]. Journal of China Coal Society, 2006, 31(2): 141-144
Authors:ZHU Chuan-qu  ZHANG Dao-bing  SHI Shi-liang  MIAO Xie-xing
Affiliation:1. School of Energy and Safety Engineering, Hunan University of Science and Technology, Xiangtan 411201, China; 2. China University of Mining and Technology, Xuzhou 221008, China
Abstract:Based on the features of the serious deformation of gobside entry retaining in fully-mechanized caving face and many random variables of the mechanics parameters of the surrounding rocks,the necessity of reliability analysis on the support structure was elaborated.Furthermore,the reliability analysis model of the support structure of gob-side entry retaining in fully-mechanized caving face was established and the calculating formulas of reliability of the support structure were obtained with the engineering structure reliability theory.The result shows that the reliability of support structure of gob-side entry retaining in fully-mechanized caving face is improved by selecting rationally bolt types,increasing the thickness of bolt supporting,and improving the mechanics properties of supporting materials of anchorage and roadside packing.
Keywords:gob-side entry retaining in fully-mechanized caving face  support structure  bolt support  reliability
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