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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
tunneling machine
coal mine
ore body
mine tunneling
back production
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.)
Granted
Application number
CN201811344860.1A
Other languages
Chinese (zh)
Other versions
CN109252863B (en
Inventor
陈伟
陈维
曾桂华
肖旭峰
贺坤
杨明山
刘文明
刘兴立
方明星
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HUNAN HUANGJINDONG MINING INDUSTRY Co Ltd
Original Assignee
HUNAN HUANGJINDONG MINING INDUSTRY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HUNAN HUANGJINDONG MINING INDUSTRY Co Ltd filed Critical HUNAN HUANGJINDONG MINING INDUSTRY Co Ltd
Priority to CN201811344860.1A priority Critical patent/CN109252863B/en
Publication of CN109252863A publication Critical patent/CN109252863A/en
Application granted granted Critical
Publication of CN109252863B publication Critical patent/CN109252863B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C41/00Methods of underground or surface mining; Layouts therefor
    • E21C41/16Methods of underground mining; Layouts therefor
    • E21C41/22Methods of underground mining; Layouts therefor for ores, e.g. mining placers
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Remote Sensing (AREA)
  • Processing Of Solid Wastes (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

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

A method of breaking type thickness ore body is exploited using coal mine tunneling machine
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.
CN201811344860.1A 2018-11-13 2018-11-13 Method for exploiting broken thick ore body by using coal roadway tunneling machine Active CN109252863B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811344860.1A CN109252863B (en) 2018-11-13 2018-11-13 Method for exploiting broken thick ore body by using coal roadway tunneling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811344860.1A CN109252863B (en) 2018-11-13 2018-11-13 Method for exploiting broken thick ore body by using coal roadway tunneling machine

Publications (2)

Publication Number Publication Date
CN109252863A true CN109252863A (en) 2019-01-22
CN109252863B CN109252863B (en) 2020-08-14

Family

ID=65043245

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811344860.1A Active CN109252863B (en) 2018-11-13 2018-11-13 Method for exploiting broken thick ore body by using coal roadway tunneling machine

Country Status (1)

Country Link
CN (1) CN109252863B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
CN109252863B (en) 2020-08-14

Similar Documents

Publication Publication Date Title
CN104060991B (en) A kind of for ramp upward ut and fill stoping in the arteries and veins of Gently inclined thin vein
CN101105129B (en) Mining environment reconstructed continuous mining afterwards filling mining method
CN104533416B (en) Pole big thick ore body massive mechanical non-pillar sublevel caving mining methods
CN109252863A (en) A method of breaking type thickness ore body is exploited using coal mine tunneling machine
CN104481539B (en) From kerve tight-face blasting caved stopes
CN110295908B (en) Mining method for gentle dip medium-thickness ore body in fluctuating sectional roadway
CN104453901A (en) Sublevel open-stoping mining method with subsequent backfilling for long-hole caving in thin ore bodies
CN103590831A (en) Novel mining method of gently-inclined thin and medium thickness ore bodies
CN110259451A (en) A kind of efficient mining methods of gently inclined medium thick orebody Pre-control roof
CN109026005B (en) Comprehensive mechanized ore-breaking layered caving mining method
CN104018836A (en) Divided mining method for inclined medium-thick ore body with unstable false roof
CN109869150B (en) Mine resource subsection full-mining local-charging mining method
CN104632220A (en) Mining method with adjustable and controllable structure size of gentle dip medium-thickness ore body strip column reconstructed stope
CN105422102B (en) A kind of vertical medium-length hole ore blast subsection access back-filling method
CN101368482A (en) Novel technique of slight-pitch ore body overall mining method
CN102418525B (en) Soft coal seam long-wall high-mining-height comprehensive mechanized coal mining end mining method
CN103104260A (en) Comprehensive-conventional mechanical mining double-unit face coal mining method under complicated geological conditions
CN110359914A (en) A kind of safe, inexpensive combined section mining methods of gently inclined medium thick orebody
CN113153291A (en) Comprehensive mechanical continuous mining method for hydraulic fracturing of gently inclined hard rock
CN111119896A (en) Bauxite mining method
CN110578523A (en) Method and system for mining top coal of medium-thickness coal seam with extra-large dip angle
CN106593447A (en) Mining method for gently inclined medium-thickness ore body in underground mining
CN110259450B (en) Mining method for inclined-steeply inclined medium-thickness ore body
CN110284884A (en) Mining method of gentle dip-dip medium-thickness ore body
CN109339790A (en) The recovery method of middle thickness low-angle dip breaking ore body

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant