Hollow-hole rhombic parallel cut blasting damping method
A rhombus-shaped, hollow technology, which is applied in the field of urban traffic tunnel excavation and blasting, can solve the problems of toxic gas, blasting vibration, hindering promotion and development, etc., and achieve the effect of reducing impact and blasting vibration velocity
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Embodiment 1
[0025] This embodiment discloses three blasting schemes using ordinary millisecond nonel detonators and cyclic footage of 1.0m, 1.5m, and 2.0m. The common millisecond nonel detonator is the first series of millisecond nonel detonator whose delay time is described in the national standard GB19474-2003 "Nel detonator";
[0026] Such as figure 1 , figure 2 , a hollow hole straight eye diamond-shaped cutting blasting shock absorption method, blasting excavation is carried out on the upper steps of the tunnel face, the step width dimension on the tunnel face is L=6200mm, and the height dimension is L0=3200mm; A hollow hole C with a diameter of 150mm is provided in the middle of the tunnel face, and the depth of the hollow hole is 10m; blastholes are arranged around the hollow hole on the tunnel face, and the blastholes include 16 blastholes surrounding the hollow hole. The cutting eye (located in the middle of the face of the upper step for cutting blasting, such as figure 1 Th...
Embodiment 2
[0052] This embodiment discloses three blasting schemes using high-precision millisecond detonator detonators and cyclic footage of 1.0m, 1.5m, and 2.0m; The nonel detonator described in "Detonator", the high-precision millisecond nonel detonator has 60 segments, and the delay time is 0ms to 12000ms.
[0053] Such as image 3 , Figure 4 , a hollow hole straight eye diamond-shaped cutting blasting shock absorption method, blasting excavation is carried out on the upper steps of the tunnel face, the step width dimension on the tunnel face is L=6200mm, and the height dimension is L0=3200mm; Describe the steps of a kind of hollow hole straight eye rhombus cutting blasting shock absorbing method as follows:
[0054] a) Use a down-the-hole drilling machine to drill a hollow hole C with a diameter of 150mm in the middle of the tunnel face, and the depth of the hollow hole is 10m;
[0055] b) Use a rock drill to drill blastholes, and the blastholes include 16 cut holes that surrou...
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