| 深部复合顶板煤巷变形破坏机制及耦合支护设计 |
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| 引用本文： | 何满潮,齐干,程骋,张国锋,孙晓明.深部复合顶板煤巷变形破坏机制及耦合支护设计[J].岩石力学与工程学报,2007,26(5):987-993. |
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| 作者姓名： | 何满潮 齐干 程骋 张国锋 孙晓明 |
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| 作者单位： | 1. 中国矿业大学,力学与建筑工程学院,北京,100083;中国地质大学,工程技术学院,北京,100083
2. 中国矿业大学,力学与建筑工程学院,北京,100083 |
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| 基金项目： | 国家重点基础研究发展计划(973计划);国家自然科学基金;教育部科学技术研究重点项目 |
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| 摘 要： | 煤矿开采进入深部以后，地质力学环境远比浅部复杂得多，由此引起的各种非线性力学现象越来越严重，给深部支护与开采带来很大的难度。夹河矿2442工作面上材料道复合项板松散、破碎，采用原支护形式很难有效控制，进而加剧两帮收缩和底板臌起，严重影响巷道的正常掘进和安全生产。通过对该巷道工程地质条件的综合分析和地质力学评估，采用数值模拟和理论分析方法研究该类巷道的变形破坏机制，有针对性地提出锚网索耦合支护设计方案，现场试验结果表明该支护设计方案可取得良好的支护效果。
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| 关 键 词： | 采矿工程 深部煤巷 复合顶板 耦合支护 数值模拟 |
| 文章编号： | 1000-6915（2007）05-0987-07 |
| 收稿时间： | 2006-09-26 |
| 修稿时间： | 2007-01-10 |
DEFORMATION AND DAMAGE MECHANISMS AND COUPLING SUPPORT DESIGN IN DEEP COAL ROADWAY WITH COMPOUND ROOF |
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| HE Manchao,QI Gan,CHENG Cheng,ZHANG Guofeng,SUN Xiaoming.DEFORMATION AND DAMAGE MECHANISMS AND COUPLING SUPPORT DESIGN IN DEEP COAL ROADWAY WITH COMPOUND ROOF[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(5):987-993. |
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| Authors: | HE Manchao QI Gan CHENG Cheng ZHANG Guofeng SUN Xiaoming |
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| Affiliation: | 1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China; 2. School of Engineering Technology, China University of Geosciences, Beijing 100083, China |
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| Abstract: | As the mining depth increasing, geological and mechanical conditions of roadway become more complicated compared with those in shallow roadway. Consequently, the nonlinear mechanical phenomena occur with high frequency, which brings about great difficulties for deep engineering support during excavation and mining. These problems caused by the deep mining engineering are the focuses in the fields of mining engineering and rock mechanics. A lot of achievements have been obtained by scholars through theoretical study, experimental test, and in-situ test. The loose and cracked compound roof of working face 2442 in Jiahe Coal Mine is difficult to control by using traditional support measures which increase the walls shrink and the floor heave and greatly affect the normal excavation and safe production. Based on the in-situ investigation, experimental test, analysis of engineering geological conditions, geomechanical evaluation and numerical simulation, the deformation and damage mechanisms of the roadway are analyzed; and then the bolt-mesh-cable coupling support design is put forward. The result of in-situ test shows that the new design can ultimately guarantee the stability of deep coal gateway. The design scheme of bolt-mesh-cable coupling support is feasible and efficient for the stability control of surrounding rock in deep mining engineering. |
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| Keywords: | mining engineering deep coal gateway compound roof coupling support numerical simulation |
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