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Reinforcing measures of steel roadway support in rockburst prone areas

机译:岩爆易发地区钢巷道支护的加固措施

摘要

Due to the strong impacts or rockbursts in Ostrava-Karvina coalfield, which affect especially roadways and cross-cuts of longwall panels, it is necessary to strengthen standard steel roadways and breakthroughs supports. However it is a little different task in comparison with main solved problems of mining safety (Kidybinski, 2011), the use of reinforcing complementary bolts seems to be very effective. A varieties of numbers and locations of such rockbolts have been analyzed and compared from the viewpoint of the stability under dynamic events on the base of 3D mathematic modeling. The method used for computer modeling has been FEM applied by ANSYS code. It deals with the shape and nature the following issues: the deformation of a steel support, strain and deformation of reinforcing bolts, the critical energy by which a permanent strain is caused and the influential interaction of the adjacent rock on the above mentioned characteristics. A recommendation for number and location of reinforcing complementary bolts is also contained.
机译:由于俄斯特拉发-卡维纳(Ostrava-Karvina)煤田的强烈冲击或岩爆特别影响巷道和长壁板的横切面,因此有必要加强标准的钢质巷道和突破性支护。但是,与主要解决的采矿安全问题相比,这项任务有些不同(Kidybinski,2011年),使用加固互补螺栓似乎非常有效。在3D数学建模的基础上,从动态事件下的稳定性的角度出发,分析并比较了此类锚杆的各种数量和位置。用于计算机建模的方法已由ANSYS代码进行了FEM应用。它涉及形状和性质以下问题:钢支撑的变形,加强螺栓的变形和变形,引起永久应变的临界能量以及相邻岩石对上述特性的影响。还包含有关加固互补螺栓数量和位置的建议。

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