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首页> 外文期刊>Mathematical Problems in Engineering: Theory, Methods and Applications >The Coupled Control of Floor Heave Based on a Composite Structure Consisting of Bolts and Concrete Antiarches
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The Coupled Control of Floor Heave Based on a Composite Structure Consisting of Bolts and Concrete Antiarches

机译:基于螺栓和混凝土反拱组合结构的地面起伏耦合控制

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A composite structure, including concrete antiarches and bolts, was designed to control the floor heave. This semiclosed structure may reinforce the floor and the two bottom corners of the roadway. Then, based on some relative assumptions, we established a model for this structure. We further analyzed this model and revealed the floor heave mechanism. In addition, based on the above analysis, we proposed the stability criterion for this structure. Moreover, with the practical conditions, we proposed a support system for the #1 roadway in S6 mining area of Changcun mine. Furthermore, the stability analysis and the numerical simulation verified the correctness of the design parameters. Simultaneously, the field investigation shows that the floor heave has been reduced by 78.7%, a close value to the mechanical analysis.
机译:设计了包括混凝土反拱和螺栓的复合结构来控制地面起伏。这种半封闭结构可以加固地面和巷道的两个底角。然后,基于一些相对的假设,我们为该结构建立了一个模型。我们进一步分析了该模型,并揭示了底鼓机制。另外,基于以上分析,我们提出了该结构的稳定性判据。此外,结合实际情况,为长村矿区S6矿区#1巷道提出了支护系统。此外,稳定性分析和数值模拟验证了设计参数的正确性。同时,现场调查表明,地面起伏减少了78.7%,与力学分析非常接近。

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