CN109252863A - A method of breaking type thickness ore body is exploited using coal mine tunneling machine - Google Patents
A method of breaking type thickness ore body is exploited using coal mine tunneling machine Download PDFInfo
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- CN109252863A CN109252863A CN201811344860.1A CN201811344860A CN109252863A CN 109252863 A CN109252863 A CN 109252863A CN 201811344860 A CN201811344860 A CN 201811344860A CN 109252863 A CN109252863 A CN 109252863A
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- 239000003245 coal Substances 0.000 title claims abstract description 60
- 230000005641 tunneling Effects 0.000 title claims abstract description 56
- 238000000034 method Methods 0.000 title claims abstract description 35
- 238000004519 manufacturing process Methods 0.000 claims abstract description 41
- 239000011435 rock Substances 0.000 claims abstract description 30
- 238000005065 mining Methods 0.000 claims abstract description 14
- 210000001367 artery Anatomy 0.000 claims abstract description 12
- 210000003462 vein Anatomy 0.000 claims abstract description 12
- 238000009412 basement excavation Methods 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 15
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims description 7
- 239000010931 gold Substances 0.000 claims description 7
- 229910052737 gold Inorganic materials 0.000 claims description 7
- 230000011218 segmentation Effects 0.000 claims description 7
- 230000008569 process Effects 0.000 claims description 5
- 239000007769 metal material Substances 0.000 claims description 4
- 238000001125 extrusion Methods 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000011084 recovery Methods 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 description 8
- 239000002184 metal Substances 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000030400 head development Effects 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000009423 ventilation Methods 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
- E21C41/16—Methods of underground mining; Layouts therefor
- E21C41/22—Methods of underground mining; Layouts therefor for ores, e.g. mining placers
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F15/00—Methods or devices for placing filling-up materials in underground workings
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- Geochemistry & Mineralogy (AREA)
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- Environmental & Geological Engineering (AREA)
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- Processing Of Solid Wastes (AREA)
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Abstract
A method of breaking type thickness ore body is exploited using coal mine tunneling machine, it includes the level haulage gallery outside orebody trend arrangement arteries and veins, a plurality of crosscut is arranged perpendicular to orebody trend, arrangement ore chute, people's row ventilating system and filling drop shaft in crosscut, ore body end arrangement " Z " font turn layer equipment connecting taxiway;Using coal mine tunneling machine back production, route type back production is carried out by direction along the pulse, one by one successively back production or interval back production;Scraper follows coal mine tunneling machine loading for ore, is then transported to ore chute;Barren rock consolidated fill is carried out to excavation using scraper simultaneously, realization is adopted when filling, and reaches Mining-filling balance.Mechanization degree of the present invention is high, reasonably devises and adopts quasi- engineering, optimizes back production and filling procedure, realizes mining, filling continuous operations, reduces operation number, reduce labor intensity, greatly increase production efficiency.
Description
Technical field
It is specifically a kind of to exploit breaking type thickness mine using coal mine tunneling machine the present invention relates to a kind of metal mine mining methods
The method of body.
Background technique
The domestic metal mine exploitation overwhelming majority falls miner's skill using conventional blast, and the construction technology is simple, cost savings,
It is very high to fall mine efficiency, mechanization and large-scale production easy to accomplish.But for breaking type metal mine, traditional is quick-fried
Miner's skill of declining then exposes many drawbacks, and since ore body is broken, the exposed area of permission is small, exposure duration is short, therefore, one
As in the case of, these mines have that mining efficiency is low, and operating personnel's quantity is more to some extent, and support pattern is single and safe
Property is poor.Especially breaking type thickness ore body is difficult to realize safety and high efficiency since the easy bulk of ore is caving after blast disturbance.
Coal mine tunneling machine is called boom-type roadheader or stone head development machine, because the country is applied at first in Coal Mines lane
Road tunnels and obtains this name.Suitable for tunneling break up coal rock hardness degree f=4 ~ 8, other roadway constructions, section configuration can be used for
It is any to adjust.In general, cutting head of roadheader power resists in 40 ~ 400 kW, main screw lift in 10 ~ 160 t, cutting rock
Compressive Strength reaches as high as 170 MPa.Since development machine has the characteristics that driving speed is fast, high-quality, safe and efficient, big
The application on medium size coal mine mountain is very universal.
As attention degree of the state and society to mine safety is higher and higher, the metal mine of ore body breaking type is come
It says, traditional miner's skill that falls needs to improve.Since the developmental joint fissure of breaking type ore body is easy into after ore is disturbed
Block falls off, and therefore, is acted on using the lasting rotation of coal mine tunneling machine cutterhead and drilling, sufficiently splitting between expansion breaking ores
Gap can preferably control ore peeling rate, to complete machine breaking.Simultaneously as the disturbance model of tunneling machine cutting ore
To enclose very small, the overall stability in goaf is preferable, as long as using reasonable mining technology, immediate support exposure ore-rock, filling
Goaf, so that it may so that breaking type thickness ore body realizes safety and high efficiency.
Summary of the invention
The technical problem to be solved by the present invention is to be directed to the deficiency of existing mining technology, a kind of safe and efficient land productivity is provided
With the method for coal mine tunneling machine exploitation breaking type thickness ore body.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: a kind of exploited using coal mine tunneling machine is crushed
The method of type thickness ore body comprising the following steps:
(1) the level haulage gallery outside orebody trend arrangement arteries and veins, arranges a plurality of crosscut, crosscut perpendicular to orebody trend
Interior arrangement ore chute, people's row ventilating system and filling drop shaft, ore body end arrangement " Z " font turn layer equipment connecting taxiway;
(2) coal mine tunneling machine back production is utilized, carries out route type back production by direction along the pulse, one by one successively back production or interval back production;
(3) scraper follows coal mine tunneling machine loading for ore, is then transported to ore chute;
(4) barren rock consolidated fill is carried out to excavation using scraper, realization is adopted when filling, and reaches Mining-filling balance.
In the above method, it is on the country rock of ore body end according to ore body middle section height that " Z " font, which turns layer equipment connecting taxiway,
The multilayer segmentation that degree divides, and every layer of step-by-step arrangement slice drift are connected with the equipment that the gradient is 15 ° inclined gallery of going up a hill between slice drift
Lead to and is formed.
In the above method, the spacing of the crosscut is 50 m.
In the above method, the ore body is typical breaking type gold mine thickness ore body, 15 m of ore body average thickness, strike length
For 200m, single extracting drift specification is height × wide=m of 3.0 m × 3.0.
When the above method is used for gold mine thickness ore body, specifically include:
(1) the level haulage gallery outside orebody trend arrangement arteries and veins arranges a crosscut, arrangement in crosscut every 50 m
Ore chute, people's row ventilating system and filling drop shaft, ore body one end outer " Z " font of arrangement arteries and veins turns layer equipment connecting taxiway, for setting
It is standby to turn layer and cable passage, also serve as pedestrian and vent passages;
(2) coal mine tunneling machine enters stope from arteries and veins external equipment connecting taxiway, and first back production chassis is continuously tunneled along the pulse, using route type,
Single extracting drift specification is height × wide=m of 3.0 m × 3.0, and scraper is caught in the scratch board conveyor tail portion of coal mine tunneling machine
Ore, is then transported to ore chute, coal mine tunneling machine along orebody trend primary excavation complete strips along the pulse after, return to arteries and veins peripheral hardware
At standby connecting taxiway, successively back production or interval recovery mode carry out next back production along the pulse one by one for selection;
(3) in coal mine tunneling machine exploitation process, barren rock and cementing material are poured into the sublevel fill stoping drop shaft of upper layer, fill drop shaft
Arranged beneath quarrel, scraper utilize the push of scraper, extrusion capability from quarrel place scraper barren rock cementing material to goaf
Realize filling, artificial uniformly water spray to barren rock cementing material realizes consolidated fill, and wherein scraper packed height is up to 2.5 m-
2.8 m, residual altitude are carried out connecing top by artificial packed barren rock and cementing material.
In the above method, when the coal mine tunneling machine carries out one by one successively back production, 10 need to be greater than to scraper melt flow length
M after barren rock cementing material reaches initial set, just carries out next back production along the pulse, realizes that Bian Caibian fills, continuous stoping.
In the above method, when the coal mine tunneling machine carries out interval back production, without waiting, stope is adopted, is filled mutually there are studding
It does not influence.
In the above method, in the coal mine tunneling machine exploitation process, supporting will follow up in time, and top and help containing mine
Supporting, the bolting with wire mesh helped using metal material without mine are carried out using non-metallic rock and high strength fibre net.
In the above method, after often having adopted the ore of one layer of segmentation along the pulse, coal mine tunneling machine retracts slice drift, carries out equipment
It goes up a hill after caving, coal mine tunneling machine immediately enters next layer of back production.
Compared with existing mining technology, the present invention has well solved breaking type thickness orebody mining problem, is dug using coal road
Mine and ore removal are fallen into machine and scraper cooperation, then is filled with scraper and hand fit, mining, ore removal, filling procedure are reached
Efficiently, it works continuously, operation number is reduced, and labor intensity reduces, and yield is promoted, and the safety is improved, and is brought apparent
Economic benefit.
Mechanization degree of the present invention is high, reasonably devises and adopts quasi- engineering, optimize back production and filling procedure, realizes and adopt
Mine, filling continuous operations, reduce operation number, reduce labor intensity, greatly increase production efficiency.
Detailed description of the invention
Fig. 1 is mining technology arrangement schematic diagram of the present invention.
Fig. 2 is I-I sectional view of Fig. 1.
Fig. 3 is II-II sectional view of Fig. 1.
Fig. 4 is mining technology of the present invention back production schematic diagram one by one.
Fig. 5 is back production schematic diagram in mining technology interval of the present invention.
In figure, 1 level haulage gallery;2 crosscuts;3 stope connecting taxiways;4 ore chutees;5 filling drop shafts;6 installation caves
Room;7 equipment connecting taxiways;8 equipment are gone up a hill inclined gallery;9 slice drifts;10 cable bord-ups;11 barren rock cemented fills;12 mines
Body;13 country rocks;14 coal mine tunneling machines;15 scrapers.
Specific embodiment
Referring to the drawings, further describe the specific technical solution of the present invention, in order to those skilled in the art into
Understand the present invention to one step.As Figure 1-Figure 5, the preferable specific embodiment of the present invention is:
1. equipment
Coal mine tunneling machine 14 is EBZ160Z driving of the Shanxi Tiandi Coal Mining Machinery Co., Ltd. for the research and development of certain gold mine actual conditions
Machine, outer dimension are length × width × height=11.0m × 2.0m × 1.85m, main screw lift about 40t.Scraper is that the triumphant horse in Nanchang is limited
The WJD-1 type electric LHD of company's production, outer dimension are length × width × height=5.8m × 1.3m × 2.0m, bucket capacity 1.0m
³。
2. specific implementation step
(1) certain gold mine is typical breaking type ore body, 12 average thickness of ore body, 15 m, strike length about 200 m, slanting angle of ore body 40-
55 °, ore body joints development, country rock 13 more consolidates.Level haulage gallery 1 is arranged in ore body lower wall country rock 13, is hung down every 50 m
Crosscut 2 directly is tunneled in orebody trend, arrangement ore chute 4 and filling drop shaft 5 in crosscut 2.Coal mine tunneling machine 14 exists
After the disassembly of ground, components transport installation chamber 6 to and carry out assembly and adjustment, arrive at ore body by equipment connecting taxiway 7.
(2) first back production chassis along the pulse, is continuously tunneled using route type, single extracting drift specification be height × wide=3.0 m ×
3.0 m, scraper 15 catch ore in the scratch board conveyor tail portion of coal mine tunneling machine 14, are then transported to ore chute 4.Coal road
Development machine 14 along orebody trend primary excavation complete strips along the pulse after, return at equipment connecting taxiway 7, carry out next return along the pulse
It adopts, successively back production or interval back production may be selected one by one.In 14 exploitation process of coal mine tunneling machine, supporting will follow up in time, in order to anti-
Only metal material accelerates the abrasion of coal mine tunneling machine pick, top and helps containing mine using non-metallic rock and high strength fibre net
Supporting is carried out, helping without mine can be used the bolting with wire mesh of metal material.
(3) after complete one of 14 back production of coal mine tunneling machine along the pulse, goaf is filled in time.In upper middle section, filling is slipped
Barren rock and cementing material are poured into well 5, filling drop shaft 5 is passed directly into stope connecting taxiway 3, fills 5 arranged beneath quarrel of drop shaft, shovel
Fortune machine realizes filling from quarrel place scraper barren rock cementing material to goaf, using the push of scraper, extrusion capability, artificial equal
Even water spray forms barren rock cemented fill 11 to barren rock cementing material.Scraper packed height is remaining up to 2.5 m-2.8 m
Height is carried out connecing top by artificial packed cementing material.
(4) coal mine tunneling machine 14 carry out one by one successively back production when, such as Fig. 4, need to 15 melt flow length of scraper, 10 m or more,
After barren rock cementing material reaches initial set, next back production along the pulse can be carried out, realizes that Bian Caibian fills, continuous stoping.Coal roadway tunneling
When machine 14 carries out interval back production, such as Fig. 5, without waiting, stope are adopted to fill and are independent of each other there are studding, can directly be carried out next
Secondary back production.
(5) after the completion of the ore complete extraction of this layer of segmentation along the pulse, equipment carries out turning layer, is returned into next layer of height
It adopts.Turn layer for convenience, the middle section of 40 m high is divided into 4 layers of segmentation, and in every layer of step-by-step arrangement slice drift 9, every layer is divided
10 m of Duan Gaodu is connected between slice drift with the equipment that the gradient is 15 ° inclined gallery 8 of going up a hill, forms " Z " font and turn the contact of layer equipment
Road.One layer of segmentation is often adopted, coal mine tunneling machine 14 retracts slice drift 9, and progress equipment is gone up a hill after caving, and coal mine tunneling machine 14 can
To immediately enter next layer of substoping." Z " font turns being provided with conducive to maintenance of equipment, upper layer, ventilation of layer equipment connecting taxiway
With pedestrian etc., equipment can fall back on middle section installation chamber at any time and carry out large repairs.
When certain gold mine uses original upward horizontal slice Dry-placed fill method, the moon ore removal ability in a middle section is about
2500 t need operating personnel at least 30 people.After coal mine tunneling machine mining technology, the moon, ore removal ability was up to 4500-5500
T, only needs operating personnel 15-18 people, and efficiency is promoted at double.
It is above only better embodiment of the invention, according to the above-mentioned design, those skilled in the art
Various modifications and alterations can also be made.For example, changing coal mine tunneling machine model or scraper model, changing miding level height or wearing
Arteries and veins gallery spacing etc., the present invention may be equally applicable for middle thickness orebody or big thick ore body.However, similar this transformation and modification
Belong to essence of the invention.
Claims (9)
1. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body, it is characterised in that include the following steps:
(1) the level haulage gallery outside orebody trend arrangement arteries and veins, arranges a plurality of crosscut, crosscut perpendicular to orebody trend
Interior arrangement ore chute, people's row ventilating system and filling drop shaft, ore body end arrangement " Z " font turn layer equipment connecting taxiway;
(2) coal mine tunneling machine back production is utilized, carries out route type back production by direction along the pulse, one by one successively back production or interval back production;
(3) scraper follows coal mine tunneling machine loading for ore, is then transported to ore chute;
(4) barren rock consolidated fill is carried out to excavation using scraper, realization is adopted when filling, and reaches Mining-filling balance.
2. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
It is the multilayer segmentation divided on the country rock of ore body end according to ore body miding level height that " Z " font, which turns layer equipment connecting taxiway, and
Every layer of step-by-step arrangement slice drift (9) is gone up a hill inclined gallery (8) connection with the equipment that the gradient is 15 ° between slice drift and is formed.
3. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
Crosscut spacing is 50 m.
4. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
The ore body is typical breaking type gold mine thickness ore body, ore body average thickness 15 m, strike length 200m, single extracting drift
Specification is height × wide=m of 3.0 m × 3.0.
5. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 4, which is characterized in that
The mining methods of the gold mine thickness ore body specifically include:
(1) the level haulage gallery outside orebody trend arrangement arteries and veins arranges a crosscut, arrangement in crosscut every 50 m
Ore chute, people's row ventilating system and filling drop shaft, ore body one end outer " Z " font of arrangement arteries and veins turns layer equipment connecting taxiway, for setting
It is standby to turn layer and cable passage, also serve as pedestrian and vent passages;
(2) coal mine tunneling machine enters stope from arteries and veins external equipment connecting taxiway, and first back production chassis is continuously tunneled along the pulse, using route type,
Single extracting drift specification is height × wide=m of 3.0 m × 3.0, and scraper is caught in the scratch board conveyor tail portion of coal mine tunneling machine
Ore, is then transported to ore chute, coal mine tunneling machine along orebody trend primary excavation complete strips along the pulse after, return to arteries and veins peripheral hardware
At standby connecting taxiway, successively back production or interval recovery mode carry out next back production along the pulse one by one for selection;
(3) in coal mine tunneling machine exploitation process, barren rock and cementing material are poured into the sublevel fill stoping drop shaft of upper layer, fill drop shaft
Arranged beneath quarrel, scraper utilize the push of scraper, extrusion capability from quarrel place scraper barren rock cementing material to goaf
Realize filling, artificial uniformly water spray to barren rock cementing material realizes consolidated fill, and wherein scraper packed height is up to 2.5 m-
2.8 m, residual altitude are carried out connecing top by artificial packed barren rock and cementing material.
6. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
When the coal mine tunneling machine carries out one by one successively back production, 10 m need to be greater than to scraper melt flow length, barren rock cementing material reaches
After initial set, next back production along the pulse is just carried out, realizes that Bian Caibian fills, continuous stoping.
7. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
When the coal mine tunneling machine carries out interval back production, without waiting, stope is adopted there are studding, fills and be independent of each other.
8. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
In the coal mine tunneling machine exploitation process, supporting will follow up in time, and top and help containing mine using non-metallic rock and height
Strength net carries out supporting, the bolting with wire mesh helped using metal material without mine.
9. a kind of method using coal mine tunneling machine exploitation breaking type thickness ore body according to claim 1, which is characterized in that
After often having adopted the ore of one layer of segmentation along the pulse, coal mine tunneling machine retracts slice drift, and progress equipment is gone up a hill after caving, coal roadway tunneling
Machine immediately enters next layer of back production.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110886613A (en) * | 2019-11-22 | 2020-03-17 | 西北矿冶研究院 | Mechanized continuous hard rock mining method |
CN112360463A (en) * | 2021-01-13 | 2021-02-12 | 矿冶科技集团有限公司 | Mechanical mining method for thick and large ore body development machine |
CN113356923A (en) * | 2021-07-26 | 2021-09-07 | 招金矿业股份有限公司 | Upward horizontal vein-following approach step-by-step stoping cemented filling mining method |
CN114961730A (en) * | 2022-07-05 | 2022-08-30 | 西部黄金克拉玛依哈图金矿有限责任公司 | Low-cost and high-efficiency mining process for vein-like thin ore vein |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0188282A2 (en) * | 1985-01-15 | 1986-07-23 | KELLER GRUNDBAU GmbH | Impervious sealing and production method for creating self-supporting and excavatable ground masses for the realization of subterranean constructions such as hollow structures or the like |
CN105019904A (en) * | 2015-07-23 | 2015-11-04 | 中南大学 | Mining- machine-based slowly inclined thin ore vein mechanized continuous mining method |
CN108612530A (en) * | 2018-04-18 | 2018-10-02 | 中南大学 | A kind of mining methods of upper disk rock crusher slant middle thick orebody |
CN108643911A (en) * | 2018-05-17 | 2018-10-12 | 北京矿冶科技集团有限公司 | It is a kind of inclination or Steeply dipping narrow deposits boom-type roadheader fall mine success mining method |
CN108708726A (en) * | 2018-05-18 | 2018-10-26 | 中南大学 | A kind of double-layer double-direction horizontal slices open stope afterwards filling mining methods |
CN108756885A (en) * | 2018-05-14 | 2018-11-06 | 西安建筑科技大学 | A kind of high-dipping ore block that ore-rock is smashed to pieces it is lower to or on to consolidated fill mechanized mining method |
-
2018
- 2018-11-13 CN CN201811344860.1A patent/CN109252863B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0188282A2 (en) * | 1985-01-15 | 1986-07-23 | KELLER GRUNDBAU GmbH | Impervious sealing and production method for creating self-supporting and excavatable ground masses for the realization of subterranean constructions such as hollow structures or the like |
CN105019904A (en) * | 2015-07-23 | 2015-11-04 | 中南大学 | Mining- machine-based slowly inclined thin ore vein mechanized continuous mining method |
CN108612530A (en) * | 2018-04-18 | 2018-10-02 | 中南大学 | A kind of mining methods of upper disk rock crusher slant middle thick orebody |
CN108756885A (en) * | 2018-05-14 | 2018-11-06 | 西安建筑科技大学 | A kind of high-dipping ore block that ore-rock is smashed to pieces it is lower to or on to consolidated fill mechanized mining method |
CN108643911A (en) * | 2018-05-17 | 2018-10-12 | 北京矿冶科技集团有限公司 | It is a kind of inclination or Steeply dipping narrow deposits boom-type roadheader fall mine success mining method |
CN108708726A (en) * | 2018-05-18 | 2018-10-26 | 中南大学 | A kind of double-layer double-direction horizontal slices open stope afterwards filling mining methods |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110886613A (en) * | 2019-11-22 | 2020-03-17 | 西北矿冶研究院 | Mechanized continuous hard rock mining method |
CN112360463A (en) * | 2021-01-13 | 2021-02-12 | 矿冶科技集团有限公司 | Mechanical mining method for thick and large ore body development machine |
CN113356923A (en) * | 2021-07-26 | 2021-09-07 | 招金矿业股份有限公司 | Upward horizontal vein-following approach step-by-step stoping cemented filling mining method |
CN113356923B (en) * | 2021-07-26 | 2022-11-15 | 招金矿业股份有限公司 | Upward horizontal vein-following approach step-by-step stoping cemented filling mining method |
CN114961730A (en) * | 2022-07-05 | 2022-08-30 | 西部黄金克拉玛依哈图金矿有限责任公司 | Low-cost and high-efficiency mining process for vein-like thin ore vein |
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