CN103244121B - Track and trackless coupled bottom ore removal system - Google Patents
Track and trackless coupled bottom ore removal system Download PDFInfo
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- CN103244121B CN103244121B CN201310143871.4A CN201310143871A CN103244121B CN 103244121 B CN103244121 B CN 103244121B CN 201310143871 A CN201310143871 A CN 201310143871A CN 103244121 B CN103244121 B CN 103244121B
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- ore removal
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Abstract
The invention discloses a track and trackless coupled bottom ore removal system. On the basis of a track development system which is formed, the configuration position of a trackless accurate mining system is raised by a subsection. A subsection inclined roadway is constructed from a track development tunnel to a first subsection, and the trackless accurate mining system is constructed in the subsection. Before stopping is conducted in a stope, a sublayer is firstly mined, an artificial false bottom is built by using reinforced concrete, then a triangular ore pillar at a hanging side of the near ore body is mined, and an ore gathering trench is built by using broken stones. The ore backstopped in the stope is loaded by trackless equipment, poured in a subsection jack shaft, delivered to an underground crushing station through a mine car in the track development tunnel, and finally hoisted to the ground through a skip bucket. The ore removal system is high in safety and ore removal capability and low in resource dilution.
Description
Technical field
The present invention relates to a kind of bottom ore removal system, particularly relate to the bottom ore removal system that a kind of rail is coupled with trackless, be mainly applicable to the bottom ore removal system of stage open stope mining codes.
Technical background
After rail mining has formed rail Development system, introduce trackless equipment ore removal, solving trackless ore removal system becomes a mine difficult problem with being connected between rail ore removal system.If especially traditional stage open stope mining codes arrange Ji Kuang tunnel and ore removal route on the sustained height of rail development work, to greatly affect the production efficiency of trackless equipment in the mine car pouring rail development work into behind trackless equipment dress ore deposit, the connection problem solved between rail and trackless ore removal system necessitates.
Summary of the invention
Technical problem to be solved by this invention is to provide the bottom ore removal system that a kind of safety for stage open stope mining codes is high, ore removal ability is large, the poor damage of resource is little rail is coupled with trackless.
In order to solve the problems of the technologies described above, the bottom ore removal system that rail provided by the invention is coupled with trackless, step is as follows:
(1), on the basis of established rail Development system, trackless is adopted Barebone position and improve a segmentation.From the segmentation of rail development work construction segmentation ramp to the first, and construct in this segmentation segmentation drop shaft connection roadway and segmentation drop shaft, the ore removal route of driving slice drift and arrival ore body;
(2), before stope mining, first cut and adopt a layering, construct artificial false bottom with steel concrete; Cut the triangular stump adopted and close on and ore body coils again, build collection ore deposit moat ditch by laying bricks or stones with rubble;
(3), the ore of stope mining first loads through trackless equipment, pours in segmentation drop shaft, the car-haul then in rail development work to underground crusher station, finally by skip hoisting to earth's surface.
Adopt the bottom ore removal system that the rail of technique scheme is coupled with trackless, its beneficial effect is: can make full use of original trackless development engineering, avoid the problem resetting transportation route; The collection ore deposit moat ditch that reinforced concrete artificial bottom and rubble are built by laying bricks or stones, be not only lower stage casing cap pillar extraction and provide protection, and the once loss of ore is little, resource recycling rate is high.
In sum, the present invention is the bottom ore removal system that a kind of safety for stage open stope mining codes is high, ore removal ability is large, the poor damage of resource is little rail is coupled with trackless.
Accompanying drawing explanation
Accompanying drawing 1 is the bottom ore removal system structural representation that rail of the present invention is coupled with trackless, namely along A-A sectional drawing in accompanying drawing 2.
Accompanying drawing 2 is B-B sectional drawing of accompanying drawing 1.
Accompanying drawing 3 is the bottom ore removal system that is coupled with trackless of rail of the present invention and mining methods structural representation, namely along E-E sectional drawing in accompanying drawing 4.
Accompanying drawing 4 is D-D sectional drawing of accompanying drawing 3.
Accompanying drawing 5 is C-C sectional drawing of accompanying drawing 4.
In figure: 1-segmentation drop shaft connection roadway; 2-slice drift; 3-ore removal route; 4-rubble builds body by laying bricks or stones; 5-REINFORCED CONCRETE ARTIFICIAL false end; 6-artificial collection ore deposit moat ditch; The development work of 7-rail; 8-transport crosscut; 9-segmentation drop shaft; 10-segmentation ramp; 11-ventilation slot raise; 12-rock drilling gallery; 13-filling return air crosscut; 14-filling counterfort; 15-way shaft; 16-rock drilling connection roadway
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
See accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, accompanying drawing 4 and accompanying drawing 5, the concrete use case of the bottom ore removal system that the rail that the present invention proposes is coupled with trackless is the bottom ore removal system of the stage open stope mining codes in certain ore deposit:
(1) nugget specification is 50 ~ 100m × 70m, and the long 50 ~ 100m of nugget, be highly 70m, be divided into 5 segmentations, except the first height of lift is 10m, all the other heights of lift are 15m.
(2) accurate cutting engineering is adopted: on the basis that there is rail development work 7, trackless is adopted Barebone position and improve a segmentation, to construct segmentation ramp 10 to the first segmentation from rail development work 7, at the first section construction segmentation drop shaft connection roadway 1 and segmentation drop shaft 9, then tunnel slice drift 2 and arrive the ore removal route 3 of ore body, tunneling the rock drilling gallery 12 of each segmentation at ore body both sides driving way shaft 15 and each segmentation of rock drilling connection roadway 16 to stope simultaneously.In stope central authorities near lower wall country rock place tunneling ventilation slot raise 11, simultaneously in ore body lower wall driving filling return air crosscut 13.
(3) artificial sill pillar: during stope mining, first cuts and adopts 3.8m ~ 4.2m, constructs the REINFORCED CONCRETE ARTIFICIAL false end 5 with steel concrete consolidated fill 1m; Cut the triangular stump adopted and close on and ore body coils again, build body 4 by laying bricks or stones with rubble and build artificial collection ore deposit moat ditch 6 by laying bricks or stones.
(4) driling explosion: first manually integrating ore deposit moat ditch 6 and rock drilling gallery 12 Drilling with the kerve medium-length hole of ventilation slot raise 11 as the scope of freedom, the parameter of kerve medium-length hole is: array pitch 1.0m, bottom hole pitch 1.0m.Next is scope of freedom Drilling fan shaped medium length hole with cutting groove, and the parameter of fan shaped medium length hole is: array pitch 1.2m, bottom hole pitch 2.0 ~ 2.4m.Explosion adopts modification ANFO explosives prill, and each every segment blast 3 ~ 5 is arranged, but upper segmentation should descend segmentation 1 ~ 2 to arrange in advance.
(5) ore drawing in stope: first trackless ore removal equipment at the ore of ore removal route 3 in-built manned Gong Ji ore deposit moat ditch 6, then poured in segmentation drop shaft 9; Mine car in rail development work 7 by the Ore Transportation in segmentation drop shaft 9 to underground crusher station, finally by skip hoisting to earth's surface
(6) stope filling: ore drawing in stope is complete, build filling counterfort 14 by laying bricks or stones in rock drilling connection roadway 16 and the junction of stope and the junction of ore removal route 3 and stope, casting resin carries out filling by goaf, 13 pairs, filling return air crosscut.
(7) Main Economic technical indicator: production capacity of mining field is 675t/d, ore loss ratio 6%, and ore dilution rate is 5%, adopts and cuts than being 9.57 standard m/kt (or 43.94m
3/ kt), rock drilling work efficiency is 35m/ machine-team, and every meter of big gun hole rock yield is 5.67m/t, and explosive specific charge is 0.38kg/t, and mining work efficiency is 71.89t/ work team; Mining cost (rock drilling, explosion, ore removal, filling) is 39.65 yuan/t.
The present invention emphasizes being coupled of trackless ore removal system and rail ore removal system, make original rail development engineering and follow-up trackless adopt accurate engineering to be effectively connected, achieving the ore removal of Stope safty, efficient, low cost and high strength, is the bottom ore removal system of stage open stope mining codes.
Claims (1)
1. the bottom ore removal system that is coupled with trackless of rail, is characterized in that: step is as follows:
(1), on the basis of established rail Development system, trackless is adopted Barebone position and improve a segmentation, from the segmentation of rail development work construction segmentation ramp to the first, and construct in this segmentation segmentation drop shaft connection roadway and segmentation drop shaft, the ore removal route of driving slice drift and arrival ore body;
(2), before stope mining, first cut and adopt a layering, construct artificial false bottom with steel concrete; Cut the triangular stump adopted and close on and ore body coils again, build collection ore deposit moat ditch by laying bricks or stones with rubble;
(3), the ore of stope mining first loads through trackless equipment, pours in segmentation drop shaft, the car-haul then in rail development work to underground crusher station, finally by skip hoisting to earth's surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310143871.4A CN103244121B (en) | 2013-04-24 | 2013-04-24 | Track and trackless coupled bottom ore removal system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310143871.4A CN103244121B (en) | 2013-04-24 | 2013-04-24 | Track and trackless coupled bottom ore removal system |
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| Publication Number | Publication Date |
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| CN103244121A CN103244121A (en) | 2013-08-14 |
| CN103244121B true CN103244121B (en) | 2015-04-22 |
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| CN201310143871.4A Expired - Fee Related CN103244121B (en) | 2013-04-24 | 2013-04-24 | Track and trackless coupled bottom ore removal system |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104564136B (en) * | 2014-12-12 | 2017-09-29 | 锡林郭勒盟山金阿尔哈达矿业有限公司 | A kind of artificial false bottom and preparation method thereof |
| CN107654232B (en) * | 2017-11-15 | 2019-08-06 | 长沙矿山研究院有限责任公司 | The moat ditch collection mine mining methods of inclined orebody |
| CN109667585B (en) * | 2019-01-22 | 2020-08-18 | 中国煤炭科工集团太原研究院有限公司 | Mining method for steeply inclined rock broken vanadium ore by combined mining of machine and gun |
| CN115055265A (en) * | 2022-06-30 | 2022-09-16 | 中钢石家庄工程设计研究院有限公司 | Large-scale iron ore deposit underground mining selects to select fills integration system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1842664A (en) * | 1931-03-03 | 1932-01-26 | Morris J Elsing | Method of mining |
| CN102606159A (en) * | 2012-03-26 | 2012-07-25 | 中南大学 | Medium thick heavy-pitch crushed ore body frame type artificial top downward segmenting cemented filling method |
-
2013
- 2013-04-24 CN CN201310143871.4A patent/CN103244121B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1842664A (en) * | 1931-03-03 | 1932-01-26 | Morris J Elsing | Method of mining |
| CN102606159A (en) * | 2012-03-26 | 2012-07-25 | 中南大学 | Medium thick heavy-pitch crushed ore body frame type artificial top downward segmenting cemented filling method |
Non-Patent Citations (3)
| Title |
|---|
| 三鑫金铜股份有限公司采矿技术综述及展望;田显高等;《矿业快报》;20060630(第444期);第197-204页 * |
| 冬瓜山花树坡矿床-580m以下中段开采方案探讨;段宗银等;《金属矿山》;20090228(第2期);第27=30页 * |
| 大直径深孔阶段矿房采矿法在紫金山金铜矿的应用;李瑞祥等;《黄金》;20100731;第31卷(第7期);第30-35页 * |
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Granted publication date: 20150422 Termination date: 20200424 |