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Medium-length hole mixed wedge cut blasting method capable of realizing directed fracture using cutting cartridge bag for solid rock roadway

A directional fracture and roadway technology, applied in blasting and other directions, can solve the problems of high rate of excessively broken rock blocks, affecting construction progress, and large drilling workload, achieving moderate construction difficulty and cost, increasing hole spacing and The effect of row spacing, ensuring strength and stability

Inactive Publication Date: 2014-08-13
HENAN POLYTECHNIC UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] However, due to the difficulty of roadway blasting in hard rock (f=10-16), especially the large consumption of explosives in cutting blasting, the disturbance and damage to the surrounding rock of the roadway are large, and the maintenance and repair costs in the roadway operation stage are high; The quantity is large, and the drilling workload is large; and the utilization rate of blastholes is generally low, which can only reach about 50%; the rate of large pieces of rock bursting is high, the rate of excessively broken rock pieces is also high, and the efficiency of rock loading and transportation is low; thus making The blasting and excavation cycle time of the entire roadway is prolonged, which seriously affects the construction progress

Method used

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  • Medium-length hole mixed wedge cut blasting method capable of realizing directed fracture using cutting cartridge bag for solid rock roadway
  • Medium-length hole mixed wedge cut blasting method capable of realizing directed fracture using cutting cartridge bag for solid rock roadway
  • Medium-length hole mixed wedge cut blasting method capable of realizing directed fracture using cutting cartridge bag for solid rock roadway

Examples

Experimental program
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Effect test

Embodiment 1

[0021] 3 to 4 pairs of vertical wedge-shaped cut holes are arranged in the lower part of the middle of the excavation face, and each pair of vertical wedge-shaped cut holes includes the first-level cut hole 1 set in mirror image and the second-level cut hole 2 set on both sides. The first-level cut hole 1 is composed of three blastholes arranged side by side, the second-level cut hole 2 is composed of four blast holes arranged side by side, and the middle part of the first-level cut hole 1 is provided with 1 ~2 straight holes 3, the distance between every two adjacent blastholes in the first-level cut hole 1 is 800-1000mm, and the distance between every two adjacent blastholes in the second-level cut hole 2 The hole distance between the holes is 300-400mm. When two straight holes 3 are arranged, the hole distance between the straight holes 3 is 300-500mm, and the distance between the first-level cut holes 1 is 800- 1000mm, the distance between the secondary cutting holes 2 is ...

Embodiment 2

[0025] 3 to 4 pairs of vertical wedge-shaped cut holes are arranged in the lower part of the middle of the excavation face, and each pair of vertical wedge-shaped cut holes includes the first-level cut hole 1 set in mirror image and the second-level cut hole 2 set on both sides. The first-level cut hole 1 is composed of three blastholes arranged side by side, the second-level cut hole 2 is composed of four blast holes arranged side by side, and the middle part of the first-level cut hole 1 is provided with 2 a straight hole 3, the distance between every two adjacent blast holes in the first-level cut hole 1 is 800-1000mm, and the distance between every two adjacent blast holes in the second-level cut hole 2 The distance between the holes is 300-400mm, the distance between the straight holes 3 is 300-500mm, the distance between the first-level cutting holes 1 is 800-1000mm, and the distance between the two-level cutting holes 2 The distance between them is 1200 ~ 1400mm, the se...

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PUM

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Abstract

The invention discloses a medium-length hole mixed wedge cut blasting method capable of realizing directed fracture using a cutting cartridge bag for a solid rock roadway. According to the method disclosed by the invention, 3-4 pairs of vertical wedge cutting holes are arranged at lower half places of an excavating working face; the vertical wedge cutting holes comprise mirror-arranged primary cutting holes and secondary cutting holes that are arranged at the two sides of the primary cutting holes; the primary cutting holes comprise three blast holes that are arranged side by side; the secondary cutting holes comprise four blast holes that are arranged side by side; 1-2 straight holes are formed in the middle portion of each primary cutting hole; a distance between every two adjacent blast holes in the primary cutting holes is 800-1000mm. According to the method disclosed by the invention, the advantage of directed fracture blasting of the cutting cartridge bag is fully utilized, so that an orifice distance and a row distance of the primary cutting holes are increased, the number of blasting holes is reduced, explosive unit consumption is decreased, disturbance damage to the roadway surrounding rocks by cut blasting is effectively controlled, the original strength and stability of the roadway surrounding rocks are guaranteed, and favourable conditions are provided for repairing and maintenance works during later roadway support and operation progresses.

Description

technical field [0001] The invention relates to a blasting method for wedge-shaped cutting of deep holes in roadways, in particular to a blasting method for directional fracture and cutting of deep holes in hard rock (f=10-16) roadways with mixed wedge-shaped kerf charges. Background technique [0002] my country is rich in coal resources, distributed in a vast area, and mainly underground mining. In key state-owned coal mines, only rock roadway excavation works exceed 2000Km per year. Drill and blast method is still the first choice for roadway excavation construction. Medium and deep hole blasting can reduce auxiliary operation time, increase single-cycle footage, save a lot of blasting equipment, speed up roadway blasting and excavation and obtain better economic benefits. It is considered to be one of the most effective technical means to speed up excavation. The development direction of tunneling and blasting. [0003] At the same time, in roadway excavation and blasti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F42D1/00F42D1/08
Inventor 褚怀保梁为民杨小林余永强王新生王金星王云飞陈峰宾王光勇王立平
Owner HENAN POLYTECHNIC UNIV
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