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Mechanism and application of concrete-filled steel tubular support in deep and high stress roadway

机译:深高应力巷道钢管混凝土支护机理及应用

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摘要

The concrete filled steel tubular (CFST) support has been proposed as a new passive support form for controlling the stability of surrounding rock in deep roadway. To explore the mechanism of CFST support in deep roadway, the mechanical performances of U-steel support and CFST support were compared by theoretical calculation and numerical simulation with the engineering background of 11031 ventilation roadway in Pingmei coal mine. Then, the section shape of CFST was optimized and the special-shaped CFST support was put forward. The special-shaped CFST support was applied to 11031 ventilation roadway of U36-steel support failed to control. The results indicate that: The ultimate bearing capacity of CFST support is much greater than that of U-steel support. The CFST support can provide great supporting force to the roof-floor and two sides of roadway. It can be applied to the roadway with large horizontal stress. The section bending modulus and ultimate bearing capacity of the special-shaped CFST support are greater than those of the circular CFST support. The displacements of 11031 ventilation roadway supported by the special-shaped CFST support was not great. So, the special-shaped CFST support can effectively control the surrounding rock in 11303 ventilation roadway. (C) 2018 Elsevier Ltd. All rights reserved.
机译:钢管混凝土(CFST)支座已被提议作为一种新的被动支座形式,用于控制深巷道围岩的稳定性。为了探讨深部巷道CFST支护的机理,以平煤煤矿11031通风巷道的工程背景为基础,通过理论计算和数值模拟,比较了U型钢支护和CFST支护的力学性能。然后,对CFST的截面形状进行了优化,并提出了异形CFST支架。异形CFST支架应用于U36型钢支架未能控制的11031通风巷道。结果表明:CFST支座的极限承载力远大于U型钢支座。 CFST支架可以为顶板和巷道两侧提供强大的支撑力。适用于水平应力较大的巷道。异形CFST支架的截面弯曲模量和极限承载力大于圆形CFST支架。异形CFST支架对11031通风巷道的位移不大。因此,异形CFST支架可以有效控制11303通风巷道围岩。 (C)2018 Elsevier Ltd.保留所有权利。

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