CN106121647A - Method for centralized recovery of lag pillars through fractional blasting - Google Patents

Method for centralized recovery of lag pillars through fractional blasting Download PDF

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Publication number
CN106121647A
CN106121647A CN201610631963.0A CN201610631963A CN106121647A CN 106121647 A CN106121647 A CN 106121647A CN 201610631963 A CN201610631963 A CN 201610631963A CN 106121647 A CN106121647 A CN 106121647A
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China
Prior art keywords
ore
blasting
segmentation
rock drilling
ore pillar
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Pending
Application number
CN201610631963.0A
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Chinese (zh)
Inventor
刘涛
郭生茂
焦满岱
柴衡山
孟慧媚
张睿
雷明礼
严文炳
郝显福
张海磊
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Northwest Research Institute of Mining and Metallurgy
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Northwest Research Institute of Mining and Metallurgy
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Priority to CN201610631963.0A priority Critical patent/CN106121647A/en
Publication of CN106121647A publication Critical patent/CN106121647A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C41/00Methods of underground or surface mining; Layouts therefor
    • E21C41/16Methods of underground mining; Layouts therefor
    • E21C41/22Methods of underground mining; Layouts therefor for ores, e.g. mining placers

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Remote Sensing (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

The invention provides a method for intensively recovering lagging pillars by fractional blasting, which is mainly characterized in that the recovered pillars are divided into four subsections in the height direction, a rock drilling tunnel is tunneled in the length direction of the pillars, a plurality of rock drilling cross tunnels vertical to the rock drilling tunnel are tunneled in the width direction, and the rock drilling cross tunnels penetrate through the pillars; arranging upward-divergent sector blasting blastholes with the cross section of the rock drilling cross drift as a circle center above the rock drilling cross drift, and using dead zones on two sides of an ore pillar as blasting free surfaces; firstly, blasting the highest subsection, taking the caving ore as a buffer layer, and temporarily not drawing ore; then, carrying out secondary blasting and blasting the rest of the segments at one time; and concentrating ore removal after blasting is finished. The ore buffer layer is formed firstly by caving the ore pillar by sections and times, the upper ore is blasted for the second time under the protection of the buffer layer, and potential safety hazards caused by large-scale ore caving and ore dilution caused by collapse of surrounding rocks of the upper and lower trays are avoided.

Description

A kind of method of the delayed ore pillar of blasting in groups centralized recovery
Technical field
The invention belongs to open-stope method mining technique field, relate to a kind of method reclaiming stope pillar, be specifically related to one Blasting in groups is initially formed the method for centralized recovery ore pillar after cushion.
Background technology
In open-stope method is dug up mine, stope being generally divided into mineral building and ore pillar, mineral building collection reclaims ore pillar after completing.But In most of mine of China, in order to pursue economic benefits in short, after generally having reclaimed mineral building, ore pillar is left behind support Goaf, lasting to deep mining along with mine, substantial amounts of delayed ore pillar will be left in top, causes the wasting of resources.
Summary of the invention
For defect of the prior art, the present invention provides a kind of ore pillar segmentation, blasting in groups, and blasting hole is reasonably distributed Delayed ore pillar recovery method.
The present invention is achieved by the following technical solutions:
A kind of method of delayed ore pillar of blasting in groups centralized recovery, comprises the following steps:
A, segmentation: ore pillar, as a recovery unit, is marked off four segmentations, arrived from above by 2 ~ 3 ore pillars in the height direction Under be followed successively by the first segmentation, the second segmentation, the 3rd segmentation and the 4th segmentation, height of lift 8 ~ 12m;
B, arrange blasting arrangement: in each segmentation bottom, ore pillar central authorities along ore pillar length direction tunnel a drilling drift, along ore deposit Post width tunnels a plurality of rock drilling crosscut running through ore pillar, described drilling drift and described rock drilling crosscut square crossing, described Drilling drift and described rock drilling crosscut are the arcuation hole that edge is arc, every rock drilling crosscut interval 10m ~ 15m;In rock drilling The parallel above layout of lateral road organizes blasting hole more, and often organizing described big gun hole is the fan upwards dissipated for the center of circle with rock drilling crosscut cross section Shape, utilizes dead zone, ore pillar both sides as the explosion scope of freedom;Blasthole diameter 80-100mm, bottom hole pitch 1.8m ~ 2.2m, trestle column 2.0m ~ 2.5m, can be different according to formation hardness, select suitable bottom hole pitch and trestle column;
C, blasting in groups: first the first segmentation described in explosion, broken ore, wouldn't ore removal as cushion;Then second is carried out Separate explosion, the second segmentation, the 3rd segmentation and the 4th segmentation described in blasting in once-through;Explosion terminates rear concentrating mining.Blasting in groups Avoiding the extensive avalanche of Ore, polycrystalline substance is damaged by upper segment Ore;Meanwhile, cushion can absorb a part of avalanche The energy of Ore, it is to avoid produce air-shock wave and downhole production and personal security are impacted.
The preferable short-delay blasting of explosion for the second time, to increase the collision between Ore, forms Ore skyborne two Secondary broken, it is possible to reduce the concussion of blasting impact on upper lower burrs surrounding rock stability.Another kind of optimal way is bottom-hole detonation technology, Add the action time bombarding ripple, make rock more broken, decrease the generation of bulk.
This method have the beneficial effects that by several times avalanche ore pillar, be initially formed Ore cushion, under the protection of cushion the Secondary blasting disposable avalanche top Ore, it is to avoid the air-shock wave that causes because of extensive broken ore, empty slope stability The potential safety hazards such as destruction, concentrating mining after all Ores of avalanche, it is achieved that ore pillar is detained in safe efficient recovery.Owing to using The Ore of first one segmentation of explosion forms cushion, and upper lower burrs country rock is defined certain supporting role, it is ensured that because ore deposit After post recovery, upper lower burrs country rock collapses and causes ore dilution, therefore, can realize reclaiming 2 ~ 3 ore pillars simultaneously, improve ore pillar and return The working performance received.
Accompanying drawing explanation
Ore pillar blasting arrangement generalized section in Fig. 1 the inventive method;
The side sectional view of ore pillar in Fig. 2 Fig. 1;
Reference: 1, ore pillar;2, the first segmentation;3, the second segmentation;4, the 3rd segmentation;5, the 4th segmentation;6, drilling drift;7、 Rock drilling crosscut;8, big gun hole;9, cushion.
Detailed description of the invention
Below by detailed description of the invention and combine accompanying drawing the present invention is expanded on further.
Recycle object is the delay ore pillar in the mined out mineral building of polymetallic ore of little Tie Shan mining area, Baiyin City, gansu Province, formation hardness It is about 6-8.
(1) segmentation: by arteries and veins separate ventilation pedestrain raise, in the most mined out mineral building, select adjacent two ore pillar 1 as One explosion unit, as it is shown in figure 1, from ore pillar 1 top, mark off four segmentations, each segmentation in the height direction at ore pillar 1 For 10m, it is followed successively by the first segmentation the 2, second segmentation the 3, the 3rd segmentation 4 and the 4th segmentation 5 from top to bottom.
(2) arrange blasting arrangement: as in figure 2 it is shown, in each segmentation lower end, ore pillar 1 central authorities along ore pillar 1 length direction tunnel Article one, drilling drift 6, in drilling drift 6 position, tunnels one along ore pillar 1 width every 12m and is horizontally orientated to and passes through Wear the rock drilling crosscut 7 of ore pillar, drilling drift 7 and rock drilling crosscut 7 square crossing, and be the arcuation hole that edge is arc.? Every the position of 1m above rock drilling crosscut 7, rig is used to dig out the many groups of fans upwards dissipated with rock drilling crosscut 7 cross section for the center of circle Shape blasting hole 8, often group big gun hole 8 is arranged in parallel, utilizes dead zone, ore pillar both sides as the explosion scope of freedom, blasthole diameter 90mm, hole The end, is away from 1.8m, trestle column 2.5m.
(3) blasting in groups: first the first segmentation 1 described in explosion, broken ore, wouldn't ore removal as cushion 9;Then is carried out Secondary blasting, uses short-delay blasting, blasting in once-through the second segmentation the 3, the 3rd segmentation 4 and the 4th segmentation 5;After explosion terminates Concentrated by polycrystalline substance and broken ore is transported.
Blasting process safety, does not causes damage to upper lower burrs country rock, once reclaims two ore pillars.

Claims (4)

1. a method for the delayed ore pillar of blasting in groups centralized recovery, comprises the following steps:
A, segmentation: ore pillar (1), as a recovery unit, is marked off four segmentations, by upper by 2 ~ 3 ore pillars in the height direction The first segmentation (2), the second segmentation (3), the 3rd segmentation (4) and the 4th segmentation (5) it is followed successively by under to;
B, arrange blasting arrangement: in each segmentation bottom, ore pillar (1) central authorities along ore pillar (1) length direction tunnel a rock drilling lane Road (6), tunnels a plurality of rock drilling crosscut (7) running through ore pillar (1) along ore pillar (1) width, and described drilling drift (6) is with described Rock drilling crosscut (7) square crossing, described drilling drift (6) and described rock drilling crosscut (7) are the arcuation hole that edge is arc, Every rock drilling crosscut (7) interval 10m ~ 15m;Organizing blasting hole (8) in rock drilling lateral road (7) parallel above layout, often group is described more Big gun hole is to be the sector that the center of circle upwards dissipates with rock drilling crosscut (7) cross section, utilizes ore pillar (1) dead zone, both sides as explosion freely Face;
C, blasting in groups: first the first segmentation (2) described in explosion, broken ore, wouldn't ore removal as cushion (9);Then enter Row second time explosion, the second segmentation (3), the 3rd segmentation (4) and the 4th segmentation (5) described in blasting in once-through, explosion terminate after collection Middle ore removal.
The method of a kind of delayed ore pillar of blasting in groups centralized recovery the most as claimed in claim 1, it is characterised in that: in step A The height of described segmentation is 8 ~ 12m;A diameter of 80 ~ 100mm of big gun hole described in step B (8), bottom hole pitch is 1.8m ~ 2.2m, row Spacing is 2.0m ~ 2.5m.
The method of a kind of delayed ore pillar of blasting in groups centralized recovery the most as claimed in claim 1, it is characterised in that: in step C Described second time explosion uses short-delay blasting.
The method of a kind of delayed ore pillar of blasting in groups centralized recovery the most as claimed in claim 1, it is characterised in that: in step C Described second time explosion uses bottom-hole detonation technology.
CN201610631963.0A 2016-08-04 2016-08-04 Method for centralized recovery of lag pillars through fractional blasting Pending CN106121647A (en)

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Application Number Priority Date Filing Date Title
CN201610631963.0A CN106121647A (en) 2016-08-04 2016-08-04 Method for centralized recovery of lag pillars through fractional blasting

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Application Number Priority Date Filing Date Title
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661638A (en) * 2018-05-09 2018-10-16 中冶北方(大连)工程技术有限公司 A kind of method of ring holes recycling ore pillar
CN111042062A (en) * 2019-12-30 2020-04-21 中国水电基础局有限公司 Grooving method for ultra-deep impervious wall
CN115839239A (en) * 2022-12-16 2023-03-24 北京科技大学 Method for reducing loss and dilution of non-pillar sublevel caving method by optimizing caving body morphology

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1456573A1 (en) * 1987-06-01 1989-02-07 Свердловский горный институт им.В.В.Вахрушева Method of mining ore deposits
CN102619513A (en) * 2012-03-26 2012-08-01 中南大学 Room and pillar type medium-length hole filling mining method using bottom ore withdrawal structures simultaneously arranged in original rock
CN102808622A (en) * 2012-08-03 2012-12-05 西北矿冶研究院 Method for recovering ore pillar by medium-length hole and deep hole combined blasting technology
CN104405395A (en) * 2014-11-24 2015-03-11 西北矿冶研究院 Mining method for transition of underground ore body from open stope mining method to caving mining method
CN104847355A (en) * 2015-05-15 2015-08-19 西北矿冶研究院 Continuous mining method for hollow ground of medium-thickness steeply inclined ore body
CN104948190A (en) * 2015-06-01 2015-09-30 西北矿冶研究院 Method for caving top surrounding rock to form covering layer recovery stud
CN105201506A (en) * 2015-09-06 2015-12-30 东北大学 Ore mining method adopting reinforcement before connection and filling after connection

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1456573A1 (en) * 1987-06-01 1989-02-07 Свердловский горный институт им.В.В.Вахрушева Method of mining ore deposits
CN102619513A (en) * 2012-03-26 2012-08-01 中南大学 Room and pillar type medium-length hole filling mining method using bottom ore withdrawal structures simultaneously arranged in original rock
CN102808622A (en) * 2012-08-03 2012-12-05 西北矿冶研究院 Method for recovering ore pillar by medium-length hole and deep hole combined blasting technology
CN104405395A (en) * 2014-11-24 2015-03-11 西北矿冶研究院 Mining method for transition of underground ore body from open stope mining method to caving mining method
CN104847355A (en) * 2015-05-15 2015-08-19 西北矿冶研究院 Continuous mining method for hollow ground of medium-thickness steeply inclined ore body
CN104948190A (en) * 2015-06-01 2015-09-30 西北矿冶研究院 Method for caving top surrounding rock to form covering layer recovery stud
CN105201506A (en) * 2015-09-06 2015-12-30 东北大学 Ore mining method adopting reinforcement before connection and filling after connection

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661638A (en) * 2018-05-09 2018-10-16 中冶北方(大连)工程技术有限公司 A kind of method of ring holes recycling ore pillar
CN111042062A (en) * 2019-12-30 2020-04-21 中国水电基础局有限公司 Grooving method for ultra-deep impervious wall
CN115839239A (en) * 2022-12-16 2023-03-24 北京科技大学 Method for reducing loss and dilution of non-pillar sublevel caving method by optimizing caving body morphology
CN115839239B (en) * 2022-12-16 2024-06-11 北京科技大学 Method for reducing loss and dilution of bottomless column sublevel caving method by optimizing caving body shape

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