Micro-disturbance cutting-free blasting method
A micro-disturbance, micro-difference initiation technology, used in blasting, earth-moving drilling, surface mining, etc., can solve the problem of inefficient and low-cost solution to weak, broken, narrow ore vein mining, etc., to reduce the amount of construction and explosives.  consumption, reduce difficulty and cost, and reduce the amount of drilling construction
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Embodiment 1
[0034] A micro-disturbance non-cutting blasting method, which is used for access mining of weak and broken narrow veins, comprising the following steps:
[0035] S1: Determine the position of the main weak structural surface 5 of the face through measurement and data analysis.
[0036] When drilling rock, according to the development of the face joint fissure surface, look for the main weak structural surface 5. Such as Figure 1-2 As shown, the weak structure surface 5 is an inclined strip-shaped surface located in the middle of the palm surface. Use a compass and tape measure to measure the position of the main weak structural surface 5 of the palm face, and measure the tendency of the weak structural surface 5 through the compass, and obtain the direction of the weak structural surface 5 after adding and subtracting 90°.
[0037] S2: Drill a slotted hole 6 on both sides of the weak structural surface 5, and drill peripheral holes 7 around the face of the tunnel.
[0038]...
Embodiment 2
[0048] S1: Determine the position of the main weak structural surface 5 of the face through measurement and data analysis.
[0049] When drilling rock, according to the development of the face joint fissure surface, look for the main weak structural surface 5. Such as image 3As shown, the weak structural surface 5 is a nearly horizontal inclined strip-shaped surface, which is close to the top of the palm face. Use a compass and tape measure to measure the position of the main weak structural surface 5 of the palm face, and measure the tendency of the weak structural surface 5 through the compass, and obtain the direction of the weak structural surface 5 after adding and subtracting 90°.
[0050] S2: Dig a slotted hole 6 at the inner side of the weak structural surface 5 near the center of the palm face, and dig a peripheral hole 7 around the face of the palm.
[0051] In this embodiment, according to the size of the tunnel face and the development of the weak structural sur...
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