Method for underground tunnel drilling construction and geological information inversing
An underground roadway and geological technology, which is applied in earthwork drilling, wellbore/well components, mining equipment, etc., can solve the problems of insufficient forecasting function, low forecasting ability of geological technology, limited reference role of design and construction units, etc., to achieve guarantee The effect of construction safety
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Embodiment 1
[0019] figure 1 A schematic cross-sectional view of the bedding roadway drilling provided by the embodiment of the present invention; figure 2 for figure 1 Sectional view along A-A direction; image 3 for figure 1 Sectional view along B-B direction; Figure 4 is a three-dimensional schematic diagram of the amended bedding roadway; Figure 1-4 As shown, the embodiment of the present invention provides an underground roadway drilling construction and geological information inversion method, including the following steps:
[0020] Step 1), establish a coal seam geological model 1 according to the predicted value in the three-dimensional coordinate system;
[0021] Step 2), pre-setting the bedding roadway 2 and at least one row of boreholes 3 in the three-dimensional coordinate system;
[0022] Step 3), drilling according to the above preset conditions, and obtaining a series of geological information during the drilling process;
[0023] Step 4), inverting and correcting ...
Embodiment 2
[0036] On the basis of Example 1, as Figure 5 , Figure 6 As shown, the following steps are also included between step 1) and step 2):
[0037] Step 11), predicting the orientation of the roadway 4 in the coal seam geological model 1;
[0038] Step 12), arranging the position of the borehole 6 in the construction roadway 5 above or below the coal seam working face;
[0039] Step 13), setting the orientation of drilling 7 in the high-drawing roadway or drilling 8 in the bottom-drawing roadway;
[0040] Step 14), carry out high-drawing roadway drilling 7 or bottom-drawing roadway drilling 8 according to the predetermined azimuth.
[0041] As a preferred implementation of the above-mentioned embodiment, the boreholes of the high extraction roadway or the bottom extraction roadway are distributed within a width range of about 15 meters on both sides of the preset coal seam roadway, preferably 0-15 meters. The gas in this range is released by drilling, which can satisfy the sa...
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