A method for rapid on-site determination of millisecond detonator delay accuracy based on blasting vibration test
A blasting vibration and rapid measurement technology, applied in blasting, offensive equipment, fuze, etc., can solve the problem of frequency localization when the signal cannot be expressed
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Embodiment 1
[0050]Determine the compressional wave velocity at the test site. A blast hole is arranged in the center of the test site, and a detonator with section number MS1 is filled in the hole, and three blasting vibration monitors A, B, and C are arranged at different distances from the blast hole to receive the stress wave from the explosion and monitor The angle between the instruments is 120°. Detonate the detonator, measure the time t when the stress wave arrives at the monitoring equipment and the distance S between the detonator and the monitor. Since the delay time of the detonator in the MS1 section is 0 ms, the propagation speed of the explosion stress wave in the rock can be obtained by using formula (2) .
[0051] In a wide, smooth and complete rock mass without cracks, two rows of blastholes are arranged with a row spacing of 5m. During the test, 5 blastholes are used in each row; the holes are vertically drilled with a diameter of 70mm and a depth of 1m. The distance i...
Embodiment 2
[0062] Determine the compressional wave velocity at the test site. A blast hole is arranged in the center of the test site, and a detonator with section number MS1 is filled in the hole, and three blasting vibration monitors A, B, and C are arranged at different distances from the blast hole to receive the stress wave from the explosion and monitor The angle between the instruments is 120°. Detonate the detonator, measure the time t when the stress wave arrives at the monitoring equipment and the distance S between the detonator and the monitor. Since the delay time of the detonator in the MS1 section is 0 ms, the propagation speed of the explosion stress wave in the rock can be obtained by using formula (2) .
[0063] In a wide flat and complete rock mass without cracks, a ring of blastholes is arranged, and 9 blastholes are used in the initial test; vertical drilling, the hole diameter is 70mm, the hole depth is 1m, and the included angle between the blastholes is 22.5°. ...
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