Blasting method based on joint control of hole inside energy accumulation blasting and smooth blasting
A technology of smooth blasting and joint control, applied in blasting and other directions, can solve problems such as inability to adapt to retained rock mass, and achieve the effect of reducing support workload, improving project quality, and reducing project costs
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Embodiment 1
[0034] The combined control blasting method of cohesive energy blasting and smooth surface blasting in embodiment 1 (see Figure 1~2 , Figure 4~6 ), including the following steps:
[0035] (1) Delineate the peripheral contour line of the blasting excavation area according to the design requirements of the differential blasting, and arrange the differential blasting holes in the main blasting excavation area 7 .
[0036] (2) Arrange smooth blasting holes 10 along the peripheral contour of the blasting excavation area.
[0037] Wherein: the diameter of the smooth blast hole 10 is 38-42 mm.
[0038] (3) Reserve the smooth surface layer 8 within the contour line of the blasting excavation area and arrange energy-concentrating blast holes 5 in the holes on the side of the main blasting excavation area 7; the thickness of the reserved smooth surface layer 8 is: blasting excavation The distance between the retained rock mass wall 9 to be formed around the area and the plane forme...
Embodiment 2
[0049] The combined control blasting method of cohesive energy blasting and smooth surface blasting in embodiment 2 (see Figure 1~2 , Figure 4~6 ), including the following steps:
[0050] (1) Delineate the peripheral contour line of the blasting excavation area according to the design requirements of the differential blasting, and arrange the differential blasting holes in the main blasting excavation area 7 .
[0051] (2) Arrange smooth blasting holes 10 along the peripheral contour of the blasting excavation area.
[0052] Wherein: the diameter of the smooth blast hole 10 is 38-42 mm.
[0053] (3) Reserve the smooth surface layer 8 within the contour line of the blasting excavation area and arrange energy-concentrating blast holes 5 in the holes on the side of the main blasting excavation area 7; the thickness of the reserved smooth surface layer 8 is: blasting excavation The distance between the retained rock mass wall 9 to be formed around the area and the plane forme...
Embodiment 3
[0064] The combined control blasting method of cohesive energy blasting and smooth surface blasting in embodiment 3 (see figure 1 , Figure 3-6 ), including the following steps:
[0065] (1) Delineate the peripheral contour line of the blasting excavation area according to the design requirements of the differential blasting, and arrange the differential blasting holes in the main blasting excavation area 7 .
[0066] (2) Arrange smooth blasting holes 10 along the peripheral contour of the blasting excavation area.
[0067] Wherein: the diameter of the smooth blast hole 10 is 38-42 mm.
[0068] (3) Reserve the smooth surface layer 8 within the contour line of the blasting excavation area and arrange energy-concentrating blast holes 5 in the holes on the side of the main blasting excavation area 7; the thickness of the reserved smooth surface layer 8 is: blasting excavation The distance between the retained rock mass wall 9 to be formed around the area and the plane formed b...
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