Large collapse rock blasting method under precise control of digital electronic detonators

A digital electronic detonator and precise control technology, applied in the field of blasting, can solve problems such as the inability to effectively reduce the size of rocks after blasting, the difficulty of accurately controlling blasting engineering, and the existence of hidden safety hazards, so as to avoid secondary disasters and improve safety. Good performance and reliability, low vibration effect

Active Publication Date: 2012-12-05
CHONGQING BLASTING CONSTR +1
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Problems solved by technology

However, due to the limitation of blasting materials, it is still difficult to achieve precise control of blasting engineering
Therefore, it is difficult to form a reliable and accurate blasting technology by using the traditional electronic detonator to control th

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  • Large collapse rock blasting method under precise control of digital electronic detonators
  • Large collapse rock blasting method under precise control of digital electronic detonators
  • Large collapse rock blasting method under precise control of digital electronic detonators

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Embodiment Construction

[0026] In this specific embodiment, there are a large number of buildings that need to be protected under the high-risk rock mass, and most of the falling paths of the dangerous rock mass are steep slopes. It will continue to accelerate and roll down the mountain. Therefore, it is required that the disintegration of high and dangerous rocks must be complete, and the block size must be particularly small.

[0027] The digital electronic detonator precise control blasting method for high-risk rock mass comprises the following steps:

[0028] (1) Design hole network parameters and hole layout. The parameter design includes the design of hole diameter, hole depth, hole spacing and row spacing. The holes are arranged in rows and columns;

[0029] (2) Drilling and hole-forming acceptance, the drilling is drilled with a cutting drilling rig, and a light blast hole is drilled on the parent rock;

[0030] (3) Charge and blockage, each hole is equipped with multiple drug bags from bott...

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Abstract

The invention belongs to the technical field of blasting, and particular relates to a large collapse rock blasting method under precise control of digital electronic detonators. The method includes steps of designing parameters of a hole network and distributing holes; drilling holes by cutting drills; charging and blocking; and networking and detonating. The digital electronic detonators are used for precisely controlling blasting, the hole network is designed to be subjected to detonation in parallel and detonation layer by layer, powder charges on the same layer are detonated from two sides to the center obliquely hole by hole, and millisecond delay of powder charges on different layers is realized according to a sequence from bottom to top in the holes. The implementing scheme of adopting the electronic detonators to detonate during blasting of collapse rocks in complicated environments is determined. According to tests of blasting utilizing the electronic detonators to detonate, the technical method of utilizing the electronic detonators to realize precise delay detonation for improving blasting lumpiness is researched, a guarantee is provided for controlling collapse accumulation range of broken rock after blasting, shocks to surrounding rock are reduced greatly on safety blasting conditions of the collapse rock, and secondary disasters are avoided.

Description

technical field [0001] The invention belongs to the technical field of blasting, and in particular relates to a method for precisely controlling blasting by a digital electronic detonator of a high-risk rock mass. Background technique [0002] Dangerous rock mass refers to the rock mass that has not yet collapsed, but has the main conditions for collapse, and the precursor phenomenon of collapse has appeared, indicating that a collapse may occur in the near future. Dangerous rock mass is a potential collapse mass, and the main basis for its discrimination is: large height difference, or the slope body is an isolated and steep hilltop, a concave steep slope with a huge empty surface in front of the slope body; cracks are developed in the slope body, and the rock mass structure Incomplete, with a large number of cracks or weak zones extending in line with or parallel to the slope; collapses at the foot of the slope are developed, indicating that collapse activities have occurr...

Claims

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Application Information

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IPC IPC(8): F42D1/00F42D1/05
Inventor 孟祥栋于海祥龚文璞田振农李德万支文超马飞宋洪斌黄明军
Owner CHONGQING BLASTING CONSTR
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