کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
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275103 | 1429531 | 2015 | 8 صفحه PDF | دانلود رایگان |
Open U-shaped steel arch supports are commonly used in large-section static-pressure roadways in coal mines that are more than 900 m deep; however, it is very difficult to control floor heave of roadways. In this paper, a U-shaped steel closed support with an inverted U-shaped steel arch in the floor is proposed as a method for improving the support effect of the surrounding rock during the process of floor heaving. This research established a mechanical model for the U-shaped steel closed support, and determined the reaction forces at the connection of a camber angle. Using the limit load method calculated the critical buckling load of the inverted U-shaped steel arch, and use of a strength check method tested the strength of the U-shaped steel material. A numerical simulation was conducted using the finite difference software FLAC3D. The simulation results show that the U-shaped steel closed support is able to control the floor heave of roadways, which is successfully used in the West 11-2 development roadway of the Zhuji Mine in the Huainan mining area in China. The cumulative floor heave over two years was less than 50 mm.
Journal: International Journal of Mining Science and Technology - Volume 25, Issue 5, September 2015, Pages 713–720