CN101634227A - Flat-bottomed trench shallow hole shrinkage method - Google Patents
Flat-bottomed trench shallow hole shrinkage method Download PDFInfo
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- CN101634227A CN101634227A CN200810012397A CN200810012397A CN101634227A CN 101634227 A CN101634227 A CN 101634227A CN 200810012397 A CN200810012397 A CN 200810012397A CN 200810012397 A CN200810012397 A CN 200810012397A CN 101634227 A CN101634227 A CN 101634227A
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Abstract
The invention belongs to the technical field of underground mining processes, in particular to a flat-bottomed trench shallow hole shrinkage method. The mining process comprises: ore mining from a two-section bord, ore loading by a horizontal trackless forklift and ore removal by transportation equipment, namely pull-bottomed plane and secondary pulverization plane are combined on the same plane till on the same level with transportation plane to form a flat-bottomed trench; the method adopts a bottom trench ore removal mode; the bottom of the bord is a plane; ore on the pull-bottomed plane is a triangular ore pillar; according to the occurrence condition of an orebody and the prior engineering condition, the orientation of the orebody is determined in a horizontal subsection; a horizontal transportation tunnel is dug in an orebody footwall; a cross vein trackless ore removal tunnel is dug towards the orebody in every 25 m to form a cross vein ore removal and vein-following loading transportation mode; the ore removal tunnel selects the vein-following arrangement or the cross vein arrangement of the ore removal tunnel according to the width of the orebody; and the number of the ore removal trench is 1 to 2. The flat-bottomed trench shallow hole shrinkage method improves the operating rate and reduces loss and dilution.
Description
Technical field
The invention belongs to underground mining technology field, particularly a kind of flat-bottomed trench shallow hole shrinkage method.
Background technology
The shallow hole shrinkage method ore removal is that the mineral building extracted ore is worn the ore deposit to slusher drift by bucket well bucket, by rake ore deposit winch with the ore dumping to the ore removal drop shaft, rock intercalation in the ore body can't be rejected in the ore removal process and all is blended in the drop shaft, can only be checked that judgement is whether qualified and decides choice going out mine car by controlling unit according to the inner ore outgoing inspection standard of formulating in each mine.Because the interlayer rock is sneaked into and is caused the low and part mine car ore of ore export potential drop to mix the rock rate to exceed standard and give up, cause the loss and the dilution of ore, particularly to reclaim the later stage stoping limit ore ore removal recovery difficult of nugget studding, top board bigger for the explosion chamber, makes part output blending mix rock and exceed standard and can't reclaim and lose.
Summary of the invention
The purpose of this invention is to provide a kind of flat-bottomed trench shallow hole shrinkage method.Replace winch rake ore deposit, rake ore deposit with trackless forklift dress ore deposit.
The objective of the invention is to realize by following technical proposals.
Flat-bottomed trench shallow hole shrinkage method of the present invention, it is characterized in that mining process is: two sections mineral building extracted ore → horizontal trackless forklift dress ore deposit → haulage device ore removals, promptly undercuting level, the second-time breakage level is incorporated in same level, until with haulage level on same level, form flat moat ditch, adopt bottom moat ditch ore removal mode, the mineral building bottom is the plane, ore is the triangle ore pillar in the level of undercuting, on horizontal fragmentation, depositing situation and existing project situation according to ore bodies determines along orebody trend, drive horizontal haulage drift at the ore body lower wall, drive to ore body every 25m and to wear arteries and veins trackless ore removal tunnel, form and wear the arteries and veins ore removal, along the pulse entrucking means of transportation, this ore removal moat ditch is the 1-2 bar.
Described ore removal haulage device is a trackless forklift equipment, forms scraper moat ditch ore removal mode.
When orebody thickness during less than 10m, described ore removal moat ditch is 1 ore removal moat ditch.
When orebody thickness during greater than 10m, described ore removal moat ditch is 2 ore removal moat ditches.
The ore removal tunnel of described moat ditch ore removal is selected to arrange the ore removal tunnel along the pulse according to the width of ore body or is worn arteries and veins and arrange the ore removal tunnel.
Flat-bottomed trench shallow hole shrinkage method of the present invention, studding on the section, fore-set, mineral building structural parameters are constant.Production efficiency improves 30%, and stage casing production capacity improves 12%.Realize dividing load and carry, having strengthened neutralizes joins the flexibility in ore deposit, has guaranteed the stability of output ore quality.Quality index improves, and mixes the rock rate and reduces by 4.74%, and the output grade improves 1.58%.
Description of drawings
Fig. 1 is a flat-bottomed trench shallow hole shrinkage method schematic diagram of the present invention.
The specific embodiment
Below in conjunction with description of drawings the specific embodiment of the present invention.
As shown in Figure 1, flat-bottomed trench shallow hole shrinkage method of the present invention, it is characterized in that mining process is: two sections mineral building extracted ore → horizontal trackless forklift dress ore deposit → haulage device ore removals, promptly undercuting level, the second-time breakage level is incorporated in same level, until with haulage level on same level, form flat moat ditch, adopt bottom moat ditch ore removal mode, the mineral building bottom is the plane, ore is the triangle ore pillar in the level of undercuting, on horizontal fragmentation, deposit situation and existing project situation according to ore bodies and determine to drive horizontal haulage drift 1 at the ore body lower wall, drive to ore body every 25m and wear arteries and veins trackless ore removal tunnel 5 along orebody trend, the arteries and veins ore removal is worn in formation, along the pulse entrucking means of transportation, this ore removal moat ditch is the 1-2 bar.
Described ore removal haulage device is a trackless forklift equipment, forms scraper moat ditch ore removal mode.
When orebody thickness during less than 10m, described ore removal moat ditch is 1 ore removal moat ditch.
When orebody thickness during greater than 10m, described ore removal moat ditch is 2 ore removal moat ditches.
The ore removal tunnel 5 of described moat ditch ore removal is selected to arrange the ore removal tunnel along the pulse according to the width of ore body or is worn arteries and veins and arrange the ore removal tunnel.Label 2 among the figure is a tailgate, and 3 is courtyard, and 4 is the courtyard connection roadway.
Flat-bottomed trench shallow hole shrinkage method of the present invention, studding on the section, fore-set, mineral building structural parameters are constant.Production efficiency improves 30%, and stage casing production capacity improves 12%.Realize dividing load and carry, having strengthened neutralizes joins the flexibility in ore deposit, has guaranteed the stability of output ore quality.Quality index improves, and mixes the rock rate and reduces by 4.74%, and the output grade improves 1.58%.
Claims (5)
1, a kind of flat-bottomed trench shallow hole shrinkage method, it is characterized in that mining process is: two sections mineral building extracted ore → horizontal trackless forklift dress ore deposit → haulage device ore removals, promptly undercuting level, the second-time breakage level is incorporated in same level, until with haulage level on same level, form flat moat ditch, adopt bottom moat ditch ore removal mode, the mineral building bottom is the plane, ore is the triangle ore pillar in the level of undercuting, on horizontal fragmentation, depositing situation and existing project situation according to ore bodies determines along orebody trend, drive horizontal haulage drift at the ore body lower wall, drive to ore body every 25m and to wear arteries and veins trackless ore removal tunnel, form and wear the arteries and veins ore removal, along the pulse entrucking means of transportation, this ore removal moat ditch is the 1-2 bar.
2, flat-bottom structure moat trench shallow hole shrinkage method according to claim 1 is characterized in that described ore removal haulage device is a trackless forklift equipment, forms scraper moat ditch ore removal mode.
3, flat-bottom structure moat trench shallow hole shrinkage method according to claim 1 is characterized in that described ore removal moat ditch is 1 ore removal moat ditch when orebody thickness during less than 10m.
4, flat-bottom structure moat trench shallow hole shrinkage method according to claim 1 is characterized in that described ore removal moat ditch is 2 ore removal moat ditches when orebody thickness during greater than 10m.
5, flat-bottomed trench shallow hole shrinkage method according to claim 1 is characterized in that the ore removal tunnel of described moat ditch ore removal is selected to arrange the ore removal tunnel along the pulse according to the width of ore body or worn arteries and veins layout ore removal tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN2008100123970A CN101634227B (en) | 2008-07-22 | 2008-07-22 | Flat-bottomed trench shallow hole shrinkage method |
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| CN2008100123970A CN101634227B (en) | 2008-07-22 | 2008-07-22 | Flat-bottomed trench shallow hole shrinkage method |
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| CN101634227A true CN101634227A (en) | 2010-01-27 |
| CN101634227B CN101634227B (en) | 2011-08-31 |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392645A (en) * | 2011-07-27 | 2012-03-28 | 中国瑞林工程技术有限公司 | Mining method for treating upward pinch-out of inclined thin ore body |
| CN102748028A (en) * | 2012-07-18 | 2012-10-24 | 中南大学 | Building block type constructing method of standardized prefabricated module of bottom structure of underground mining |
| CN102979526A (en) * | 2012-11-28 | 2013-03-20 | 山东黄金矿业(莱州)有限公司焦家金矿 | Building process of ore removal trench by adopting filling method in medium-length hole sublevel mining |
| CN104179505A (en) * | 2014-02-12 | 2014-12-03 | 云南磷化集团有限公司 | Phosphorus ore underground mining method |
| CN105041317A (en) * | 2015-07-03 | 2015-11-11 | 中国瑞林工程技术有限公司 | Medium-length hole shrinkage stoping method |
| CN105525922A (en) * | 2015-12-07 | 2016-04-27 | 五矿邯邢矿业有限公司西石门铁矿 | Double-trench flat-bottom mining method for ores difficult to mine |
| CN108104817A (en) * | 2017-11-27 | 2018-06-01 | 西北矿冶研究院 | Mining method for upper plate crushing inclined thin-medium thickness ore body |
| CN108894785A (en) * | 2018-06-12 | 2018-11-27 | 北京矿冶科技集团有限公司 | A kind of layer and section combination recovery method of breaking ore body interlayer |
| CN110029998A (en) * | 2019-03-25 | 2019-07-19 | 安徽开发矿业有限公司 | Sublevel drill and benching ore removal afterwards filling method suitable for steeply inclined thin middle thickness orebody |
| CN110094165A (en) * | 2019-06-18 | 2019-08-06 | 临沂会宝岭铁矿有限公司 | A kind of moat ditch formula bottom structure route side triangle ore pillar recyclable device |
| CN111878081A (en) * | 2020-06-16 | 2020-11-03 | 西部矿业股份有限公司 | Stope blasting stoping method for middle-hole and shallow-hole combined construction |
| CN114215519A (en) * | 2021-11-30 | 2022-03-22 | 西北矿冶研究院 | Multi-scheme combined mining method for steeply inclined thick ore body with variable thickness |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE460212B (en) * | 1987-02-19 | 1989-09-18 | Alimak Ab | SETTING AND EQUIPMENT FOR SMALL ORE MINING |
| CN1047428C (en) * | 1991-06-03 | 1999-12-15 | 北京矿冶研究总院 | Mining and backfilling method suitable for inclined gentle-inclined medium-thickness ore body |
| CN1112640A (en) * | 1994-05-23 | 1995-11-29 | 撰山子金矿 | Escarpment shrinkage mining method |
| CN1162058A (en) * | 1996-04-05 | 1997-10-15 | 李良健 | Residue-less pillar recovering method |
-
2008
- 2008-07-22 CN CN2008100123970A patent/CN101634227B/en active Active
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392645A (en) * | 2011-07-27 | 2012-03-28 | 中国瑞林工程技术有限公司 | Mining method for treating upward pinch-out of inclined thin ore body |
| CN102748028A (en) * | 2012-07-18 | 2012-10-24 | 中南大学 | Building block type constructing method of standardized prefabricated module of bottom structure of underground mining |
| CN102979526A (en) * | 2012-11-28 | 2013-03-20 | 山东黄金矿业(莱州)有限公司焦家金矿 | Building process of ore removal trench by adopting filling method in medium-length hole sublevel mining |
| CN102979526B (en) * | 2012-11-28 | 2015-01-07 | 山东黄金矿业(莱州)有限公司焦家金矿 | Building process of ore removal trench by adopting filling method in medium-length hole sublevel mining |
| CN104179505A (en) * | 2014-02-12 | 2014-12-03 | 云南磷化集团有限公司 | Phosphorus ore underground mining method |
| CN104179505B (en) * | 2014-02-12 | 2016-01-20 | 云南磷化集团有限公司 | A kind of underground mining method of phosphorus ore |
| CN105041317A (en) * | 2015-07-03 | 2015-11-11 | 中国瑞林工程技术有限公司 | Medium-length hole shrinkage stoping method |
| CN105525922A (en) * | 2015-12-07 | 2016-04-27 | 五矿邯邢矿业有限公司西石门铁矿 | Double-trench flat-bottom mining method for ores difficult to mine |
| CN108104817A (en) * | 2017-11-27 | 2018-06-01 | 西北矿冶研究院 | Mining method for upper plate crushing inclined thin-medium thickness ore body |
| CN108894785A (en) * | 2018-06-12 | 2018-11-27 | 北京矿冶科技集团有限公司 | A kind of layer and section combination recovery method of breaking ore body interlayer |
| CN108894785B (en) * | 2018-06-12 | 2019-11-15 | 北京矿冶科技集团有限公司 | A kind of layer and section combination recovery method of breaking ore body interlayer |
| CN110029998A (en) * | 2019-03-25 | 2019-07-19 | 安徽开发矿业有限公司 | Sublevel drill and benching ore removal afterwards filling method suitable for steeply inclined thin middle thickness orebody |
| CN110029998B (en) * | 2019-03-25 | 2021-02-09 | 安徽开发矿业有限公司 | Sublevel rock drilling stage ore removal subsequent filling method suitable for steeply inclined thin and medium thick ore body |
| CN110094165A (en) * | 2019-06-18 | 2019-08-06 | 临沂会宝岭铁矿有限公司 | A kind of moat ditch formula bottom structure route side triangle ore pillar recyclable device |
| CN111878081A (en) * | 2020-06-16 | 2020-11-03 | 西部矿业股份有限公司 | Stope blasting stoping method for middle-hole and shallow-hole combined construction |
| CN111878081B (en) * | 2020-06-16 | 2022-05-03 | 西部矿业股份有限公司 | Stope blasting stoping method for middle-hole and shallow-hole combined construction |
| CN114215519A (en) * | 2021-11-30 | 2022-03-22 | 西北矿冶研究院 | Multi-scheme combined mining method for steeply inclined thick ore body with variable thickness |
| CN114215519B (en) * | 2021-11-30 | 2023-11-07 | 西北矿冶研究院 | Multi-scheme combined mining method for thick ore body with steep inclination of thickness change |
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| CN101634227B (en) | 2011-08-31 |
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Address after: 114001 Anshan District, Liaoning, No. 219 Road, No. 39, Tiedong Patentee after: Anshan Iron and Steel Group Mining Co., Ltd. Address before: 114001 Anshan District, Liaoning, No. 219 Road, No. 39, Tiedong Patentee before: Anshan Iron & Steel Group Mining Co., Ltd. |