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Raise boring machine-medium-length hole millisecond blasting cooperative one-time grooving method

A technology of raise drilling rig and differential blasting, which is applied in the direction of discharge machinery, earthwork drilling and mining, mining equipment, etc. It can solve the problems of poor construction safety of upward holes, increased blasting safety risks, and increased construction period, so as to achieve flexible construction , reduce blasting hazards, and reduce construction costs

Pending Publication Date: 2022-02-11
WUHAN INSTITUTE OF TECHNOLOGY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, there are problems with this method: multiple blasting vibrations and impacts in the upper and lower holes, which not only increase the blasting safety risk, but also increase the blasting cost; for the roof with broken or many joints, the safety of the upward hole construction is poor and the construction is difficult High, increasing the construction period, cost increase and operator safety risk caused by dealing with the problem of overhanging the cutting groove

Method used

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  • Raise boring machine-medium-length hole millisecond blasting cooperative one-time grooving method
  • Raise boring machine-medium-length hole millisecond blasting cooperative one-time grooving method
  • Raise boring machine-medium-length hole millisecond blasting cooperative one-time grooving method

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Embodiment 1

[0051] Implementation background: The first mining area of ​​a certain phosphate rock is a steeply inclined medium-thick deposit, with an ore body dip angle of 51°-82°, with an average of 71°. 60m, middle section height 60m, section height 15m, mine room length 60m, no inter-column, top-bottom column, using raise drilling rig-medium-deep hole differential blasting combined one-time trough forming method, the number of troughs is 79, the specific The construction steps are as follows:

[0052] (1) Based on the stope conditions, excavate a construction chamber in the upper cutting drift, the floor of the construction chamber should be flat and free of turquoise scum; pour a concrete base in the middle of the hole so that it is located on the bedrock surface, Its size is 5.3m in length, 2.5m in width, and 300mm in thickness, its compressive capacity is not less than 240T, and its tensile capacity is not less than 30T;

[0053] (2) Install the raise drilling rig on the concrete b...

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Abstract

The invention discloses a raise boring machine-medium-length hole millisecond blasting cooperative one-time grooving method. The method comprises the following steps that 1, in an upper cutting roadway and a lower cutting roadway, a construction chamber is excavated in the upper cutting roadway; 2, a raise boring machine is used for downwards drilling a guide hole communicated with the cutting roadway located below, when the guide hole is drilled, the guide hole is drilled from top to bottom, then a reamer bit is replaced for reaming from bottom to top, and the guide hole is obtained; 3, a plurality of medium-length holes communicated with the interior of the lower cutting roadway are drilled in the periphery of the guide hole in the upper cutting roadway through a medium-length hole trolley; 4, the two ends in each medium-length hole are each filled with a partition piece, and a plurality of explosive packages are arranged in each medium-length hole at intervals in the vertical direction and located between the two partition pieces; and 5, a plurality of explosive packages are electrically connected with an exploder. The method is advantaged in that the explosive quantity can be effectively controlled and reduced, and the blasting hazard can be reduced.

Description

technical field [0001] The invention belongs to the field of mining, and in particular relates to a method for synergistic one-time trenching of a raise drilling rig-medium-deep hole differential blasting. Background technique [0002] In the process of phosphate rock mining, the cutting groove is the last link that needs to be prepared before mining the mine. Its purpose is to provide the initial free surface and compensation space for the stope blasting. Its formation speed and quality directly affect the uniformity of ore blasting, ore blasting Recovery rate and stope production efficiency. [0003] The traditional cutting groove forming methods include: (1) combined groove cutting method with cutting headway and cutting patio; (2) cutting groove groove method; (3) blasting groove method. Among them, the first two methods need to use the cutting sky as the blasting free surface to pull grooves, but the cutting sky is difficult to construct, it is difficult to ensure the ...

Claims

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Application Information

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IPC IPC(8): E21C37/00E21F17/00
CPCE21C37/00E21F17/00
Inventor 刘德峰郑彦涛徐毛伟任金华张明忠褚维周虎生
Owner WUHAN INSTITUTE OF TECHNOLOGY
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