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Study on mechanism and control technology of the floor heave in the high stress soft rock roadway

机译:高应力软岩巷道底鼓机理与控制技术研究

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摘要

Floor heave is common dynamic phenomenon of mine pressure appear in coal mine roadway, and the normal use of roadway was affected.Based on floor heave problem of the middle-strip track roadway at Xin-jing Coal Mine as research background.Based on theoretical analysis methods, analyzed the influence factors of floor heave and studied the causes and mechanism of floor heave.The results show that the rock bottom water, the swelling clay of rocks, and high stress were the main influence factors of floor heave.The amount of the floor heave was constituted by the elastic-plastic deformation, water swelling deformation, rock dilatancy, creep;active control surrounding rock deformation and waterproof were the key to control the floor heave.Bolting and grouting technology of anchor beam with grouting in the floor of roadway were implemented in the field, the Roadway Floor Heave was controlled in 50 mm after six months, The roof and the two sides have little deformation, the field implementation indicates that the technique effectively controls of the roadway floor heave and provides a reference for the similar conditions of the mine roadway.
机译:底鼓是煤矿巷道中常见的矿井压力动态现象,影响了巷道的正常使用。本文以新井煤矿中带轨道巷道底鼓问题为研究背景,基于理论分析方法,分析了地面隆起的影响因素,研究了地面隆起的原因和机理。结果表明,岩底水,岩石的膨胀黏土和高应力是地面隆起的主要影响因素。底鼓由弹塑性变形,水膨胀变形,岩石膨胀,蠕变构成;主动控制围岩变形和防水是控制底鼓的关键。巷道底板注浆锚杆锚固注浆技术在现场实施,六个月后将巷道底鼓控制在50毫米内,顶板和两侧变形很小,现场实施表明该技术有效地控制了巷道底鼓,并为矿井巷道的类似情况提供了参考。

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