CN105952449A - Novel dry-type stoping method for tailings in tailing pond - Google Patents
Novel dry-type stoping method for tailings in tailing pond Download PDFInfo
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- CN105952449A CN105952449A CN201610309725.8A CN201610309725A CN105952449A CN 105952449 A CN105952449 A CN 105952449A CN 201610309725 A CN201610309725 A CN 201610309725A CN 105952449 A CN105952449 A CN 105952449A
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- 238000000034 method Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims abstract description 6
- 238000004519 manufacturing process Methods 0.000 claims description 45
- 238000009412 basement excavation Methods 0.000 claims description 22
- 238000005520 cutting process Methods 0.000 claims description 8
- 238000005065 mining Methods 0.000 claims description 7
- 238000009825 accumulation Methods 0.000 claims description 5
- 238000011835 investigation Methods 0.000 claims description 5
- 238000000605 extraction Methods 0.000 claims description 4
- 239000011435 rock Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 2
- 238000012946 outsourcing Methods 0.000 claims description 2
- 239000002245 particle Substances 0.000 claims description 2
- 239000002699 waste material Substances 0.000 claims description 2
- 230000032258 transport Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 241000521257 Hydrops Species 0.000 description 1
- 206010030113 Oedema Diseases 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Layouts therefor
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
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- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a novel dry-type stoping method for tailings in a tailing pond. The tailing pond is investigated, gravels are used for laying of temporary gravel roads (1) from tailing pond dam bodies to a tailing pond drainage well (2), and the temporary gravel roads (1) are taken as temporary construction roads; temporary drainage ditches are dug on two sides of each road by means of mechanical digging equipment; to-be-stoped tailings under tailing pond beaches (3) on two sides of each temporary gravel road (1) are dug in each area by means of a digging machine after water accumulated in the tailing pond is drained off; after stoping in one area is finished, stoping is performed in another area until the tailings in all the areas on the layer are stoped; tailings on two sides of each temporary gravel road on a lower layer are dug in each area until tailings in the tailing pond are all exploited. The stoping work of the tailings in the tailing pond is finished on a large scale quickly and efficiently, the stoping efficiency of the tailings in the tailing pond is improved, the stoping cost is reduced, and the stoping time is saved.
Description
Technical field
The invention belongs to mine tailing actual mining technology field, be specifically related to the dry type back production side of a kind of mine tailing
Method, is particularly suited for that Tailings beach face foundation bearing capacity is less, requires that the duration is shorter, tail
The middle-size and small-size Tailings back production engineering that ore deposit volume of cargo in storage is little.
Background technology
At present, China in Tailings back production, the mode of mine tailing back production mainly have hydromining,
Ship is adopted and dry adopts three kinds of modes.
Hydromining is by mean of water pump pressurization, produces high-velocity flow motive force and tail by giant
Mine tailing is impacted avalanche by the gravity in ore deposit itself makes mine tailing broken apart out, is characterized in producing energy
Power is big, and cost is relatively low, and screening debris removal equipment is simple, is particularly suitable for depositing the most cementing comparison
Serious mine tailing；But the technology of hydromining requires higher, need according to production efficiency and safety
Situation adjusts hydraulic giant angle and safe distance in good time.
It is to use dredger or sand dredger to exploit, before exploitation according to the dass of regulation that ship is adopted
Digging order, dass width and excavating depth need to be preset, when using ship to adopt in Tailings Dam
Need to keep certain water level, monolayer working thickness, typically at about 1.0m, is characterized in producing
Ability is big, and labor productivity is high, and management is easy in the concentration of production；Shortcoming is that use condition compares
Strictly, affected bigger by reservoir area landform, lithology and temperature.
Dry i.e. machine instruction statement mining of adopting, uses the excavation equipment such as bull-dozer and excavator excavation mine tailing, then
Directly mine tailing is loaded means of transport by loading machine, be characterized in that production technology is simple, spirit
Living, Comparison of Management is easy, and the suitability is the strongest, but is required to affect by foundation bearing capacity,
Dry adopting generally requires after mine tailing beach face consolidation strength by the time meets plant equipment admission minimum requirements
Can exploit.Such as phase " mine tailing safety coal extraction in " Modern Mineral " February the 2nd in 2013
Engineering practice " literary composition introduces mine tailing stoping scheme, this stoping scheme uses " to be excavated
Dress+belt-conveying+Automobile Transportation adopted by machine " strip mining transformation mode, first enter in Tailings Dam
Row draining, makes mine tailing consolidate, and makes equipment fell and transport under mine tailing drainage state, is directly loaded up
Outward transport, or reprint, behind interim stockyard, twice loading is transported outward.This stoping scheme technique is simpler
Single, but equally exist the problem of the time length of Tailings Dam draining, mine tailing consolidation, mine tailing drainage,
The Tailings Dam back production time is long.
Summary of the invention
The purpose of the present invention is aiming at the problems referred to above that prior art exists, and provides a kind of energy
Enough Tailings dry types completing Tailings back production engineering quickly, efficiently, on a large scale
The new method of back production.
For realizing the purpose of the present invention, the new method of the present invention a kind of Tailings dry type back production
Realized by following technique, step:
1) Tailings Dam investigation: tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system are had
Effect property, Tailings Dam beach face foundation bearing force intensity, reservoir area depth of accumulated water carry out system investigation, for
Tails dry back production provides basic data.
2) construction road is laid and back production Division: use rubble from tailings warehouse dam body to mine tailing
Gully direction, the storehouse interim granular-type road of laying is as temporary construction road, and have a lot of social connections 4-10m in road,
Higher than Tailings Dam beach face 0.8-1.2m；The interim granular-type road laid with Tailings Dam gully is
Center becomes radial arrangement to the tailings warehouse dam body of surrounding, is divided into some by whole Tailings Dam beach face
Individual region, the angle between adjacent interim granular-type road is according to Tailings Dam gully and tailing dam
The distance of body dam facing determines.
Angle between adjacent interim granular-type road is typically between 5-20 °.When Tailings Dam is arranged
During the distance L≤100m of well and tailings warehouse dam body dam facing, between adjacent interim granular-type road
Angle takes 15-20 °；Distance 100 ＜ L when Tailings Dam gully Yu tailings warehouse dam body dam facing
Angle 10-15 ° during≤150m, between adjacent interim granular-type road；When Tailings Dam gully
During with the distance L ＞ 150m of tailings warehouse dam body dam facing, the angle between adjacent interim granular-type road
Take 5-10 °.
3) in Tailings Dam gully periphery 15m, mine tailing uses manually or small-sized machine excavation transports,
Hand excavation's degree of depth is 0.5-1.5m, and small-sized machine cutting depth 1.0-3.0m makes Tailings Dam
The minimum point of Tailings Dam beach face is become, it is simple to storehouse internal water accumulation is discharged in gully periphery 15m.
Described mini-excavator tool refers to quality ＜ 10.0T, bucket capacity ＜ 0.5m3Excavator.
4) excavation machinery is utilized to excavate temporary drain, temporary drain in road both sides
Deep 1.0-1.5m, wide 1.0-2.0m, form 0.5%-2.0%'s to Tailings Dam gully direction
Descending grade, it is simple to reservoir area beach face hydrops collects to gully direction, to accelerate storehouse internal water accumulation discharge.
Described excavation machinery refers to the excavator of various model, sliding loader etc..
5), after reservoir area internal water accumulation drains, utilize the excavation machinery that the radius of clean-up is bigger to the most broken
Back production mine tailing for the treatment of under the Tailings Dam beach face of stone road both sides carries out subregion excavation, and cutting depth controls
Cutting depth 3-6m in the range of 15m around 1-4m, gully, when a region completes back
Enter next region after adopting and carry out back production, until this layer of all regions mine tailing back production completes.
6) after one layer of mine tailing back production terminates, interim granular-type road is excavated, take its rubble at it
The interim granular-type road of lower floor is laid in side, and excavates lower floor's temporary drain, repeats above-mentioned 5)
The mine tailing of step granular-type road interim to lower floor both sides carries out subregion excavation, until Tailings
Full extraction terminates.
Described rubble be the one or both in waste mining rock, outsourcing block stone, refuse dump barren rock,
The mixture of three, the uniaxial compressive strength of rubble is 10-60Mpa, particle diameter is 2-30cm.
The new method of the present invention a kind of Tailings dry type back production, uses above technical scheme
After, have the positive effect that: by investigating Tailings Dam, temporary road is laid, excavator
Tool is directly entered Tailings Dam central area and carries out tailings mining, accelerates Tailings Dam drawing speed,
Shorten the exploitation duration, solve conventional dry back production effective time short problem, reduce
Dry type back production requirement to foundation bearing capacity in Tailings Dam is applied, thus quickly, efficiently, greatly
Complete to scale Tailings Dam tailings actual mining, improve Tailings Dam tailings back production efficiency, reduce back
Adopt cost, save the back production time, there is adaptability widely.
Accompanying drawing explanation
Fig. 1 is the new method horizontal layout signal of the present invention a kind of Tailings dry type back production
Figure；
Fig. 2 is A-A generalized section in Fig. 1.
Reference is: the interim granular-type road of 1-；2-Tailings Dam gully；3-Tailings Dam
Beach face；4-temporary drain；5-treats back production mine tailing；The interim granular-type road of 6-lower floor；7
-lower floor temporary drain；8-tailings warehouse dam body.
Detailed description of the invention
For further describing the present invention, below in conjunction with the accompanying drawings, to one Tailings of the present invention
The new method of dry type back production is for a more detailed description.
The new method planar cloth of the present invention a kind of Tailings dry type back production as shown in Figure 1
Put schematic diagram and combine Fig. 2 and find out, the new method of the present invention a kind of Tailings dry type back production
Including following technique, step:
To tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system effectiveness, Tailings Dam beach face
Foundation bearing force intensity, reservoir area depth of accumulated water carry out system investigation, provide for tails dry back production
Basic data.
Rubble is used to lay some temporarily from tailings warehouse dam body to Tailings Dam gully 2 direction
Granular-type road 1 is as temporary construction road, and have a lot of social connections 4-10m in road, higher than Tailings Dam beach face 3 by 1
Rice；Lay interim granular-type road 1 centered by Tailings Dam gully 2 to the Tailings Dam of surrounding
Dam body 8 becomes radial arrangement, and whole Tailings Dam beach face 3 is divided into several regions, adjacent faces
Time granular-type road 1 between angle according to Tailings Dam gully 2 and tailings warehouse dam body 8 dam facing
Distance determines.
In Tailings Dam gully 2 periphery 15m, mine tailing uses small-sized machine excavation to transport, and excavation is deep
Degree 1.0-3.0m, becomes Tailings Dam beach face 3 in making Tailings Dam gully 2 periphery 15m
Low spot.
Excavation machinery is utilized to excavate temporary drain 4, temporary drain 4 in road both sides
Deep 1.0-1.5m, wide 1.0-2.0m, form 0.5%-2.0% to Tailings Dam gully 2 direction
Descending grade (that is: the percentage ratio of the gradient height of temporary drain 4 and horizontal range ratio).
After reservoir area internal water accumulation drains, utilize the radius of clean-up at the excavation machinery of 5-15m scope to facing
Time granular-type road 1 both sides Tailings Dam beach face 3 under treat that back production mine tailing 5 carries out subregion excavation, open
Dig severity control at 1-4m, wherein around gully in the range of 15m cutting depth more than monolayer
Tailings cutting depth 2m, enters next region after a region completes back production and carries out back production,
Until this layer of all regions mine tailing back production completes.
After one layer of mine tailing back production terminates, interim granular-type road 1 is excavated, take its rubble at one
The interim granular-type road of lower floor 6 is laid in side, and excavates lower floor's temporary drain 7, repeats above step
The mine tailing of rapid granular-type road 6 both sides interim to lower floor carries out subregion excavation, until Tailings
Full extraction terminates.
Claims (5)
1. the new method of a Tailings dry type back production, it is characterised in that by following work
Skill, step realize:
1) Tailings Dam investigation: tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system are had
Effect property, Tailings Dam beach face foundation bearing force intensity, reservoir area depth of accumulated water carry out system investigation, for
Tails dry back production provides basic data；
2) construction road is laid and back production Division: use rubble from tailings warehouse dam body to mine tailing
Interim granular-type road (1) is laid as temporary construction road, road in storehouse gully (2) direction
Wide 4-10m, higher than Tailings Dam beach face (3) 0.8-1.2m；The interim granular-type road (1) laid
Radial arrangement is become to the tailings warehouse dam body (8) of surrounding centered by Tailings Dam gully (2),
Whole Tailings Dam beach face (3) is divided into several regions, adjacent interim granular-type road (1) it
Between angle determine according to the distance of Tailings Dam gully (2) with tailings warehouse dam body (8) dam facing；
3) in Tailings Dam gully (2) periphery 15m, mine tailing uses artificial or small-sized machine excavation
Transporting, hand excavation's degree of depth is 0.5-1.5m, and small-sized machine cutting depth 1.0-3.0m makes
The minimum point of Tailings Dam beach face (3) is become in Tailings Dam gully (2) periphery 15m；
4) utilize excavation machinery in road both sides excavation temporary drain (4), arrange temporarily
Ditch (4) deep 1.0-1.5m, wide 1.0-2.0m, to Tailings Dam gully (2) direction shape
Become the descending grade of 0.5%-2.0%；
5), after reservoir area internal water accumulation drains, utilize excavation machinery to interim granular-type road (1) both sides
Back production mine tailing (5) for the treatment of under Tailings Dam beach face (3) carries out subregion excavation, and cutting depth controls
Cutting depth 3-6m in the range of 15m around 1-4m, gully, when a region completes back
Enter next region after adopting and carry out back production, until this layer of all regions mine tailing back production completes；
6), after one layer of mine tailing back production terminates, interim granular-type road (1) is excavated, takes its rubble
Lay the interim granular-type road of lower floor (6) in its side, and excavate lower floor's temporary drain (7),
Repeating above-mentioned 5) mine tailing of step granular-type road interim to lower floor (6) both sides carries out subregion and opens
Dig, until Tailings full extraction terminates.
The new method of a kind of Tailings dry type back production the most as claimed in claim 1, it is special
Levy and be: the described angular range between adjacent interim granular-type road (1) 5-20 ° it
Between.
The new method of a kind of Tailings dry type back production the most as claimed in claim 3, it is special
Levy and be: as the distance L≤100m of Tailings Dam gully (2) Yu tailings warehouse dam body (8) dam facing
Time, the angle between adjacent interim granular-type road (1) takes 15-20 °；When Tailings Dam draining
During the distance 100 ＜ L≤150m of well (2) and tailings warehouse dam body (8) dam facing, adjacent temporarily
Angle 10-15 ° between granular-type road (1)；When Tailings Dam gully (2) and Tailings Dam
During the distance L ＞ 150m of dam body (8) dam facing, the folder between adjacent interim granular-type road (1)
Angle takes 5-10 °.
4. the new side of a kind of Tailings dry type back production as described in claim 1,2 or 3
Method, it is characterised in that: described rubble is in waste mining rock, outsourcing block stone, refuse dump barren rock
One or both, the mixture of three, the uniaxial compressive strength of rubble be 10-60Mpa,
Particle diameter is 2-30cm.
5. the new side of a kind of Tailings dry type back production as described in claim 1,2 or 3
Method, it is characterised in that: described excavation machinery refers to excavator, and the radius of clean-up is at 5-15m model
Enclose.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905511A (en) * | 2019-11-22 | 2020-03-24 | 西北矿冶研究院 | Dry tailing stoping method for valley type tailing pond based on underground water drainage |
| CN114263460A (en) * | 2021-12-06 | 2022-04-01 | 山东金岭矿业股份有限公司 | Method for stoping mountainside type tailing pond |
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| CN102003185A (en) * | 2010-11-05 | 2011-04-06 | 中蓝连海设计研究院 | Sublevel stripe tail salt stoping dry-type filling-mining method |
| CN103967495A (en) * | 2014-04-16 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Stoping technology for dam slope tailing of tailing dam |
| CN104195913A (en) * | 2014-08-19 | 2014-12-10 | 中冶天工上海十三冶建设有限公司 | Movable temporary road structure |
| CN105040711A (en) * | 2015-06-25 | 2015-11-11 | 中钢集团马鞍山矿山研究院有限公司 | Method for strengthening dry tailing storage yard by utilizing barren rocks |
-
2016
- 2016-05-10 CN CN201610309725.8A patent/CN105952449B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101570822A (en) * | 2009-06-15 | 2009-11-04 | 北京科技大学 | Hydraulic method for constructing mine pile |
| CN102003185A (en) * | 2010-11-05 | 2011-04-06 | 中蓝连海设计研究院 | Sublevel stripe tail salt stoping dry-type filling-mining method |
| CN103967495A (en) * | 2014-04-16 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Stoping technology for dam slope tailing of tailing dam |
| CN104195913A (en) * | 2014-08-19 | 2014-12-10 | 中冶天工上海十三冶建设有限公司 | Movable temporary road structure |
| CN105040711A (en) * | 2015-06-25 | 2015-11-11 | 中钢集团马鞍山矿山研究院有限公司 | Method for strengthening dry tailing storage yard by utilizing barren rocks |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905511A (en) * | 2019-11-22 | 2020-03-24 | 西北矿冶研究院 | Dry tailing stoping method for valley type tailing pond based on underground water drainage |
| CN110905511B (en) * | 2019-11-22 | 2021-04-20 | 西北矿冶研究院 | Dry tailing stoping method for valley type tailing pond based on underground water drainage |
| CN114263460A (en) * | 2021-12-06 | 2022-04-01 | 山东金岭矿业股份有限公司 | Method for stoping mountainside type tailing pond |
| CN114263460B (en) * | 2021-12-06 | 2023-11-17 | 山东金岭矿业股份有限公司 | Stoping method for mountain-side tailing pond |
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Address after: 243000 Xitang Road, Ma'anshan Economic Development Zone, Anhui, No. 666 Patentee after: MAANSHAN Mine Research Institute Co.,Ltd. Address before: 243000 Xitang Road, Ma'anshan Economic Development Zone, Anhui, No. 666 Patentee before: SINOSTEEL MAANSHAN INSTITUTE OF MINING RESEARCH Co.,Ltd. |
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