Mining method in process of passing connection roadway
A mining method and roadway technology, applied in ground mining, underground mining, special mining, etc., can solve problems such as unbroken ore, easy production of large ore, uncontrollable contact roadway roof ore, etc., to achieve convenient on-site control, The effect of simple process management
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Embodiment 1
[0024] In a large underground iron mine, the ore body occurs between -36m and -524m, the strike length is 1372m, and the horizontal thickness is 824m. It adopts the joint development of vertical shafts and slopes, and the mining method of segmental caving without pillars. According to the occurrence conditions of the ore body, the mine adopts the stope structure parameters of 12m×10m in the first-phase mining project, and arranges a connecting roadway every 60m, and adopts the stope structure parameters of 15m×15m in the second-phase mining project, A connecting roadway is arranged at an interval of 75m. During the period of the Tenth Five-Year National Science and Technology Research Program, the mine adopted the large-interval stope structural parameters of 15m×20m. With the continuous increase of stope structural parameters, the ore rock entity between the connecting roadway and the two adjacent roadside holes becomes larger. If it is not charged and blasted, it will affect ...
Embodiment 2
[0026] An underground non-ferrous metal mine, the ore body occurs between 350m and -50m, the strike is NW275°, the dip is NNE, the dip angle is 85°, the strike length is 1300m, and the average thickness is 150m. The joint development of vertical shafts and slopes is adopted, and there are no bottom pillars in segmental caving legal mining. Between 280m and 160m, the mining approach is perpendicular to the direction of the ore body. The adopted stope structure parameters are 15m×25m and 20m×25m. A connecting roadway is arranged every 90m in the thickness direction of the ore body. There are 3 connecting roadways, and the mining work is carried out from the footwall of the ore body to the bottom wall. The rock drilling and blasting parameters are: the diameter of the blast hole is 76mm, the minimum resistance line is 1.8m, the distance between the bottom of the hole is 1.8-2.2m, and the angle of the side hole is 60°. 2 to 3 rows are blasted each time. The traditional method is ...
Embodiment 3
[0028] In an underground iron mine, the ore body occurs between 590m and 280m, with a strike of NW275°, a dip of NNE, a dip angle of 45°, a strike length of 1300m, and an average thickness of 500m. It adopts the joint development of inclined shafts and ramps, and sub-level caving without pillars legal mining. Between 560m and 380m, the mining approach is perpendicular to the direction of the ore body, and the adopted stope structure parameters are 20m×20m. A connecting roadway is arranged every 100m in the thickness direction of the ore body, and a maximum of 7 connecting roadways are arranged in the vein. The mining work is carried out by cutting the channel in the middle of the ore body and then proceeding to both ends. The rock drilling blasting parameters are: the diameter of the blast hole is 76mm, the minimum resistance line is 1.8m, the distance between the bottom of the hole is 1.8-2.2m, and the angle of the side hole is 60° (for To increase the width of the ore openin...
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