CN105952449B - A kind of new method of Tailings dry type back production - Google Patents
A kind of new method of Tailings dry type back production Download PDFInfo
- Publication number
- CN105952449B CN105952449B CN201610309725.8A CN201610309725A CN105952449B CN 105952449 B CN105952449 B CN 105952449B CN 201610309725 A CN201610309725 A CN 201610309725A CN 105952449 B CN105952449 B CN 105952449B
- Authority
- CN
- China
- Prior art keywords
- tailings
- dam
- back production
- granular
- road
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 20
- 238000009412 basement excavation Methods 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000005065 mining Methods 0.000 claims abstract description 7
- 238000009825 accumulation Methods 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims abstract description 6
- 238000000605 extraction Methods 0.000 claims abstract description 5
- 238000005520 cutting process Methods 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 5
- 239000011435 rock Substances 0.000 claims description 4
- 238000011835 investigation Methods 0.000 claims description 3
- 239000000203 mixture Substances 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
- 238000007596 consolidation process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003245 coal Substances 0.000 description 1
- 238000000151 deposition Methods 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
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Layouts therefor
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Remote Sensing (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a kind of new method of Tailings dry type back production,Tailings Dam is investigated,Interim granular-type road (1) is laid from tailings warehouse dam body to Tailings Dam gully (2) direction using rubble and is used as temporary construction road,Using excavation machinery temporary drain is excavated in both sides of the road,After reservoir area internal water accumulation drains,Using excavating machinery to treating that back production mine tailing carries out subregion excavation under interim granular-type road (1) both sides Tailings Dam beach face (3),Enter next region after back production is completed in a region and carry out back production,Until this layer of all areas mine tailing back production is completed,Subregion excavation is carried out to the mine tailing of the interim granular-type road both sides of lower floor again,Until Tailings full extraction terminates,So as to quick,Efficiently,Tailings Dam tailings actual mining is completed on a large scale,Improve Tailings Dam tailings back production efficiency,Reduce stoping cost,Save the back production time.
Description
Technical field
The invention belongs to mine tailing actual mining technology field, and in particular to a kind of dry type stoping method of mine tailing, be particularly suitable for use in
The middle-size and small-size Tailings that Tailings beach face foundation bearing capacity is smaller, it is shorter to require the duration, tailing heap storage is little return
Adopt engineering.
Background technology
At present, China is in Tailings back production, and the mode of mine tailing back production mainly has hydromining, ship to adopt and dry adopts three kinds of sides
Formula.
Hydromining is pressurizeed by means of water pump, and producing the gravity of high-velocity flow motive force with mine tailing in itself by giant will
Mine tailing impact avalanche makes mine tailing is broken apart to be out characterized in that production capacity is big, and cost is relatively low, and screening debris removal equipment is simple,
It is cementing for many years than more serious mine tailing particularly suitable for depositing；But the technical requirements of hydromining are higher, it is necessary to be imitated according to production
Rate and security situation adjust hydraulic giant angle and safe distance in good time.
It is to be exploited using dredger or sand dredger according to the dass of regulation that ship, which is adopted, needs to preset digging before exploitation
Sequentially, digging bandwidth and excavating depth, the certain water level of Tailings Dam domestic demand holding, individual layer working thickness are general when being adopted using ship
In 1.0m or so, it is characterized in that production capacity is big, labor productivity is high, and the concentration of production is easy to manage；Shortcoming is use condition
Compare strictly, had a great influence by reservoir area landform, lithology and temperature.
It is dry to adopt i.e. machine instruction statement mining, mine tailing is excavated using excavation equipments such as bull-dozer and excavators, then it is straight by loading machine
Connect and mine tailing is loaded into means of transport, be characterized in simple production process, flexibly, management is easier, and applicability is also relatively strong,
But required to influence by foundation bearing capacity, dry adopt is generally required when mine tailing beach face consolidation strength meets that plant equipment admission is minimum
It can be exploited after it is required that.Such as《Modern Mineral》Weight in 2 months the 2nd phases in 2013 " engineering practice of mine tailing safety coal extraction " text
Point describes mine tailing stoping scheme, and the stoping scheme uses the strip mining transformation side of " excavator adopts dress+belt-conveying+Automobile Transportation "
Formula, carry out draining first in Tailings Dam, consolidate mine tailing, equipment is felled and transported under mine tailing drainage state, be directly loaded up
Outward transport, or reprint, to after interim stockyard, twice loading outward transport.The stoping scheme technique is simpler, but equally exists Tailings Dam
Draining, mine tailing consolidation, the problem of time of mine tailing drainage is long, Tailings Dam back production time length.
The content of the invention
The purpose of the present invention aiming above mentioned problem existing for prior art, and provide one kind can quickly, efficiently, it is big
Complete to scale the new method of the Tailings dry type back production of Tailings back production engineering.
To realize the purpose of the present invention, a kind of new method of Tailings dry type back production of the invention by following technique,
Step is realized：
1) Tailings Dam is investigated：To tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system validity, Tailings Dam beach face
Base carrying force intensity, reservoir area depth of accumulated water carry out system investigation, and basic data is provided for tails dry back production.
2) construction road laying and back production Division：Laid using rubble from tailings warehouse dam body to Tailings Dam gully direction
Interim granular-type road 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；That lays is interim broken
Stone road, to the tailings warehouse dam body of surrounding into radial arrangement, whole Tailings Dam beach face is divided into centered on Tailings Dam gully
Several regions, the angle between adjacent interim granular-type road are true according to the distance of Tailings Dam gully and tailings warehouse dam body dam facing
It is fixed.
Angle between adjacent interim granular-type road is typically between 5-20 °.When Tailings Dam gully and tailings warehouse dam body
During distance L≤100m of dam facing, the angle between adjacent interim granular-type road takes 15-20 °；When Tailings Dam gully and Tailings Dam
During 100 ＜ L≤150m of distance of dam body dam facing, 10-15 ° of angle 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 takes 5-10 °.
3) mine tailing is transported using artificial or small-sized machine excavation in the 15m of Tailings Dam gully periphery, and hand excavation's depth is
0.5-1.5m, small-sized machine cutting depth 1.0-3.0m, make in Tailings Dam gully periphery 15m as the minimum of Tailings Dam beach face
Point, it is easy to storehouse internal water accumulation discharge.
The mini-excavator tool refers to quality ＜ 10.0T, bucket capacity ＜ 0.5m3Excavator.
4) temporary drain is excavated in both sides of the road using excavation machinery, temporary drainage ditch depth 1.0-1.5m is wide
1.0-2.0m, 0.5%-2.0% descending grade is formed to Tailings Dam gully direction, is easy to reservoir area beach face ponding to gully direction
Collect, to accelerate storehouse internal water accumulation discharge.
Described excavation machinery refers to the excavator of various models, sliding loader etc..
5) after reservoir area internal water accumulation drains, using the larger excavating machinery of the radius of clean-up to interim granular-type road both sides Tailings Dam
Treat that back production mine tailing carries out subregion excavation under beach face, cutting depth control is in cutting depth in the range of 15m around 1-4m, gully
3-6m, the progress back production of next region is entered after back production is completed in a region, until this layer of all areas mine tailing back production is completed.
6) after one layer of mine tailing back production terminates, interim granular-type road is excavated, takes its rubble interim in its side laying lower floor
Granular-type road, and lower floor's temporary drain is excavated, repeat above-mentioned 5) step and the mine tailing of the interim granular-type road both sides of lower floor is carried out
Subregion excavates, until Tailings full extraction terminates.
Described rubble is waste mining rock, outsourcing block stone, the one or both in the barren rock of refuse dump, the mixture of three,
The uniaxial compressive strength of rubble is 10-60Mpa, particle diameter 2-30cm.
A kind of new method of Tailings dry type back production of the present invention, after above technical scheme, have following positive
Effect：By investigating Tailings Dam, temporary road laying, excavating machinery is directly entered Tailings Dam central area progress tailings and opened
Adopt, accelerate Tailings Dam drawing speed, shorten the exploitation duration, solve the problems, such as that the conventional dry back production effective time is short,
Reduce dry type back production requirement to foundation bearing capacity in Tailings Dam application, so as to it is quick, efficiently, complete mine tailing on a large scale
Storehouse tailings actual mining, Tailings Dam tailings back production efficiency is improved, reduce stoping cost, save the back production time, had extensive suitable
Ying Xing.
Brief description of the drawings
Fig. 1 is a kind of new method horizontal layout schematic diagram of Tailings dry type back production of the present invention；
Fig. 2 is A-A diagrammatic cross-sections in Fig. 1.
Reference is：The interim granular-type roads of 1-；2- Tailings Dam gullys；3- Tailings Dam beach faces；4- temporary drainages
Ditch；5- treats back production mine tailing；The interim granular-type road of 6- lower floors；7- lower floors temporary drain；8- tailings warehouse dam bodies.
Embodiment
To further describe the present invention, below in conjunction with the accompanying drawings, to a kind of new side of Tailings dry type back production of the present invention
Method is for a more detailed description.
A kind of new method horizontal layout schematic diagram of Tailings dry type back production of the invention as shown in Figure 1 simultaneously combines figure
2 find out, a kind of new method of Tailings dry type back production of the present invention includes following technique, step：
To tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system validity, Tailings Dam beach face foundation bearing force intensity,
Reservoir area depth of accumulated water carries out system investigation, and basic data is provided for tails dry back production.
Lay some interim granular-type roads 1 from tailings warehouse dam body to the direction of Tailings Dam gully 2 using rubble and be used as and face
When construction road, have a lot of social connections 4-10m in road, than 3 high 1 meters of Tailings Dam beach face；The interim granular-type road 1 of laying is with Tailings Dam gully 2
Centered on to the tailings warehouse dam body 8 of surrounding into radial arrangement, whole Tailings Dam beach face 3 is divided for several regions, it is adjacent to face
When granular-type road 1 between angle determined according to the distance of Tailings Dam gully 2 and the dam facing of tailings warehouse dam body 8.
Mine tailing is excavated using small-sized machine and transported in the periphery 15m of Tailings Dam gully 2, cutting depth 1.0-3.0m, makes tail
Turn into the minimum point of Tailings Dam beach face 3 in the periphery 15m of ore deposit storehouse gully 2.
Temporary drain 4 is excavated in both sides of the road using excavation machinery, temporary drain 4 deep 1.0-1.5m is wide
1.0-2.0m, 0.5%-2.0% descending grade is formed (i.e. to the direction of Tailings Dam gully 2：Temporary drain 4 gradient height with
The percentage of horizontal range ratio).
After reservoir area internal water accumulation drains, using the radius of clean-up 5-15m scopes excavating machinery to the interim both sides of granular-type road 1
Treat that back production mine tailing 5 carries out subregion excavation under Tailings Dam beach face 3, cutting depth is controlled in 1-4m, 15m models wherein around gully
Enclose interior cutting depth and be more than individual layer tailings cutting depth 2m, returned after back production is completed in a region into next region
Adopt, until this layer of all areas mine tailing back production is completed.
After one layer of mine tailing back production terminates, interim granular-type road 1 is excavated, takes its rubble temporarily broken in its side laying lower floor
Stone road 6, and lower floor's temporary drain 7 is excavated, repeat above step and the mine tailing of the both sides of the interim granular-type road of lower floor 6 is divided
Area is excavated, until Tailings full extraction terminates.
Claims (5)
1. a kind of new method of Tailings dry type back production, it is characterised in that realized by following technique, step：
1) Tailings Dam is investigated：Tailings warehouse dam body stability, mode of drainning off floodwaters, flood drainage system validity, Tailings Dam beach face ground are held
Force intensity, the progress system investigation of reservoir area depth of accumulated water are carried, basic data is provided for tails dry back production；
2) construction road laying and back production Division：Laid using rubble from tailings warehouse dam body to Tailings Dam gully (2) direction
Interim granular-type road (1) is used as temporary construction road, and have a lot of social connections 4-10m in road, higher than Tailings Dam beach face (3) 0.8-1.2m；Laying
Interim granular-type road (1) centered on tailings warehouse dam body (8) from Tailings Dam gully (2) to surrounding into radial arrangement, will be whole
Individual Tailings Dam beach face (3) is divided into several regions, and the angle between adjacent interim granular-type road (1) is according to Tailings Dam gully
(2) distance with tailings warehouse dam body (8) dam facing determines；
3) mine tailing is transported using artificial or small-sized machine excavation in Tailings Dam gully (2) periphery 15m, and hand excavation's depth is
0.5-1.5m, small-sized machine cutting depth 1.0-3.0m, make to turn into Tailings Dam beach face (3) in Tailings Dam gully (2) periphery 15m
Minimum point；
4) temporary drain (4) is excavated in both sides of the road using excavation machinery, temporary drain (4) deep 1.0-1.5m is wide
1.0-2.0m, 0.5%-2.0% descending grade is formed to Tailings Dam gully (2) direction；
5) after reservoir area internal water accumulation drains, using excavating machinery to being treated back under interim granular-type road (1) both sides Tailings Dam beach face (3)
Adopt mine tailing (5) and carry out subregion excavation, cutting depth control is in cutting depth 3-6m in the range of 15m around 1-4m, gully, when one
Individual region enters the progress back production of next region after completing back production, until this layer of all areas mine tailing back production is completed；
6) after one layer of mine tailing back production terminates, interim granular-type road (1) is excavated, takes its rubble temporarily broken in its side laying lower floor
Stone road (6), and lower floor's temporary drain (7) is excavated, repeat tail of the above-mentioned 5) step to lower floor interim granular-type road (6) both sides
Ore deposit carries out subregion excavation, until Tailings full extraction terminates.
A kind of 2. new method of Tailings dry type back production as claimed in claim 1, it is characterised in that：It is described adjacent to face
When granular-type road (1) between angular range between 5-20 °.
A kind of 3. new method of Tailings dry type back production as claimed in claim 2, it is characterised in that：When Tailings Dam draining
During distance L≤100m of well (2) and tailings warehouse dam body (8) dam facing, the angle between adjacent interim granular-type road (1) takes 15-
20°；As the 100 ＜ L≤150m of distance of Tailings Dam gully (2) and tailings warehouse dam body (8) dam facing, adjacent interim granular-type road
(1) 10-15 ° of the angle between；It is adjacent as the distance L ＞ 150m of Tailings Dam gully (2) and tailings warehouse dam body (8) dam facing
Angle between interim granular-type road (1) takes 5-10 °.
A kind of 4. new method of Tailings dry type back production as described in claim 1,2 or 3, it is characterised in that：Described
Rubble is waste mining rock, outsourcing block stone, the one or both in the barren rock of refuse dump, the mixture of three, the uniaxial compressive of rubble
Intensity is 10-60Mpa, particle diameter 2-30cm.
A kind of 5. new method of Tailings dry type back production as described in claim 1,2 or 3, it is characterised in that：Described
Excavating machinery refers to excavator, and the radius of clean-up is in 5-15m scopes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309725.8A CN105952449B (en) | 2016-05-10 | 2016-05-10 | A kind of new method of Tailings dry type back production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309725.8A CN105952449B (en) | 2016-05-10 | 2016-05-10 | A kind of new method of Tailings dry type back production |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105952449A CN105952449A (en) | 2016-09-21 |
| CN105952449B true CN105952449B (en) | 2018-04-10 |
Family
ID=56912420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610309725.8A Active CN105952449B (en) | 2016-05-10 | 2016-05-10 | A kind of new method of Tailings dry type back production |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105952449B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101570822B (en) * | 2009-06-15 | 2010-12-29 | 北京科技大学 | Hydraulic method for constructing mine pile |
| CN102003185B (en) * | 2010-11-05 | 2012-12-19 | 中蓝连海设计研究院 | Sublevel stripe tail salt stoping dry-type filling-mining method |
| CN103967495B (en) * | 2014-04-16 | 2016-02-24 | 中钢集团马鞍山矿山研究院有限公司 | A kind of tailing dam dam slope mine tailing stoping method |
| 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 |
| CN105040711B (en) * | 2015-06-25 | 2017-04-12 | 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
Also Published As
| Publication number | Publication date |
|---|---|
| CN105952449A (en) | 2016-09-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103470267B (en) | The one Rapid Construction of Tunnels technique of growing up | |
| CN108060924A (en) | High-dipping multi-seams thin deposit mechanization combinations for mining methods | |
| CN103938617A (en) | Super-deep underground continuous wall and construction method thereof | |
| CN102535474A (en) | Construction method for deep-foundation pit excavation | |
| CN104612179B (en) | Through the construction method of the diaphram wall of super thick silty sand ground | |
| CN104947650B (en) | Grouting behind shaft or drift lining closed reinforcing method after sand drain piling prepressing | |
| CN106014409B (en) | New method suitable for flat type Tailings dry type back production | |
| CN102758442A (en) | Earth excavation method and open-cut tunnel construction method | |
| CN108457277A (en) | A kind of a wide range of deep ＆ thick silt excavation construction method | |
| CN106121659A (en) | The narrow-bore tunnel excavation method of major urban arterial highway upper-soft lower-hard ground is worn under one | |
| CN105952449B (en) | A kind of new method of Tailings dry type back production | |
| CN106381405A (en) | Rare earth mine liquid collection system and method | |
| CN109812271B (en) | Construction method for shield-crossing limited box culvert | |
| CN112112657B (en) | New construction method for digging and building inclined shaft of coal mine | |
| CN114293990A (en) | Method for filling open pit | |
| CN101994314A (en) | Longhole rectangular terraced antiskid pile jump-preventing excavating construction | |
| CN109577988A (en) | A kind of blind oblique vertical shaft parallel construction method of metal mine | |
| CN111852555B (en) | Trenching method for one-time blasting layered shovel loading of large water inrush sunken strip mine | |
| CN111852554B (en) | Rapid trenching method for large water inrush quantity pit open-pit mine small-block full-section deep one-time blasting | |
| CN109555559A (en) | A kind of metal mine km grade interior shaft water control technique method | |
| CN110905511B (en) | Dry tailing stoping method for valley type tailing pond based on underground water drainage | |
| CN108570979A (en) | A kind of construction method for building antiseepage composite foundation on dolomite stratigraph | |
| CN104707846B (en) | Method for solving urban refuse landfill through building material resource development | |
| RU2114307C1 (en) | Method for opencast mining of flooded mineral deposits | |
| Dann et al. | Unlined Tunnels of the Snowy Mountains Hydro-Electric Authority, Australia |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
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. |