CA2745066C - Continuous mining - Google Patents
Continuous mining Download PDFInfo
- Publication number
- CA2745066C CA2745066C CA2745066A CA2745066A CA2745066C CA 2745066 C CA2745066 C CA 2745066C CA 2745066 A CA2745066 A CA 2745066A CA 2745066 A CA2745066 A CA 2745066A CA 2745066 C CA2745066 C CA 2745066C
- Authority
- CA
- Canada
- Prior art keywords
- mining
- ore
- drifts
- rock
- continuous
- 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
- 238000005065 mining Methods 0.000 title claims description 50
- 238000000034 method Methods 0.000 claims abstract description 44
- 238000000605 extraction Methods 0.000 claims abstract description 40
- 238000010276 construction Methods 0.000 claims abstract description 11
- 230000003750 conditioning effect Effects 0.000 claims abstract description 9
- 239000011435 rock Substances 0.000 claims description 37
- 239000000463 material Substances 0.000 claims description 22
- 238000011065 in-situ storage Methods 0.000 claims description 10
- 239000002360 explosive Substances 0.000 claims description 3
- 230000003313 weakening effect Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 230000002452 interceptive effect Effects 0.000 abstract description 3
- 230000008569 process Effects 0.000 description 15
- 238000013467 fragmentation Methods 0.000 description 8
- 238000006062 fragmentation reaction Methods 0.000 description 8
- 239000012634 fragment Substances 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 238000010924 continuous production Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005474 detonation Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000003129 oil well Substances 0.000 description 2
- 230000000638 stimulation Effects 0.000 description 2
- 238000005422 blasting Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000000109 continuous material Substances 0.000 description 1
- 238000011143 downstream manufacturing Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000001033 granulometry Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000003380 propellant Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000004449 solid propellant Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000002123 temporal effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 210000003462 vein Anatomy 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
- 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
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Layouts therefor
- E21C41/16—Methods of underground mining; Layouts therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/25—Methods for stimulating production
- E21B43/26—Methods for stimulating production by forming crevices or fractures
-
- 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
- E21F13/00—Transport specially adapted to underground conditions
-
- 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
- E21F13/00—Transport specially adapted to underground conditions
- E21F13/04—Transport of mined material in gravity inclines; in staple or inclined shafts
-
- 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
- E21F13/00—Transport specially adapted to underground conditions
- E21F13/06—Transport of mined material at or adjacent to the working face
- E21F13/066—Scraper chain conveyors
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Remote Sensing (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Extraction Or Liquid Replacement (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Geophysics And Detection Of Objects (AREA)
- Manufacture And Refinement Of Metals (AREA)
- Disintegrating Or Milling (AREA)
Abstract
A method useful in the continuous ore extraction in underground works intended for the permanent production of extraction from draw points or trenches, comprising the construction of reduced size drifts (4) wherein through the center defined by a group of drifts crosses a drift (2) which is intended for ore haulage, such drift crosses successively all drift groups defined at the exploitation face,- such extraction points (11) are arranged to form a regular layout [m4] at certain distances which are compatible with an interactive gravitational flow; once such drifts, trenches and haulage drifts are constructed the pre-conditioning, caving and extraction stages are carried out.
Description
CONTINUOUS MINING
The present application for invention patent relates to a method of underground mining exploitation which allows for continuous ore extraction. Specifically, it relates to a mining method comprising rock pre-conditioning, as a way to prepare the rock to facilitate its response to caveability and fragmentation and then it relates to an ore material handling system whose main features are: simultaneous extraction from several draw points and haulage with stationary equipment towards main haulage systems. All theses processes are carried out continuously.
PREVIOUS ART
Overall mining process comprises two major stages: rock fracturing and its subsequent haulage. The aim of the first stage is to transform the solid material ¨ which is the natural state of ore deposit ¨ into fragmented material, and the aim of the second stage is to haul such fragments to their final destination.
In caving exploitation, ground breaking itself is a continuous process of fracturing and fragmentation that makes use of natural forces of gravity and tectonism to achieve its goal. This process occurs naturally as a consequence of the unbalance caused by the extraction of the produced fragments, i.e., each time an amount of fragmented material is drawn, a condition of instability is originated which produces more fracturing and fragmentation, thereby, more ground breaking.
However, within the conventional system of caving exploitation, material handling, which comprises extraction (loading) of ore available at points and its haulage to destination, occurs discreetly and intermittently; discreetly because the extraction is not simultaneously made from every point where ore is available, but rather from just a fraction of them; and intermittently because the extraction is made by wheel loaders working within a cycle which comprises: loading, traveling to dump, unloading and traveling back to load another bucketful. Usually, such bucketful of ore extracted discreetly and intermittently is dumped into shafts which serve as silos ¨
where it will be loaded again at intervals into rail wagons or trucks to be hauled to the surface.
The present application for invention patent relates to a method of underground mining exploitation which allows for continuous ore extraction. Specifically, it relates to a mining method comprising rock pre-conditioning, as a way to prepare the rock to facilitate its response to caveability and fragmentation and then it relates to an ore material handling system whose main features are: simultaneous extraction from several draw points and haulage with stationary equipment towards main haulage systems. All theses processes are carried out continuously.
PREVIOUS ART
Overall mining process comprises two major stages: rock fracturing and its subsequent haulage. The aim of the first stage is to transform the solid material ¨ which is the natural state of ore deposit ¨ into fragmented material, and the aim of the second stage is to haul such fragments to their final destination.
In caving exploitation, ground breaking itself is a continuous process of fracturing and fragmentation that makes use of natural forces of gravity and tectonism to achieve its goal. This process occurs naturally as a consequence of the unbalance caused by the extraction of the produced fragments, i.e., each time an amount of fragmented material is drawn, a condition of instability is originated which produces more fracturing and fragmentation, thereby, more ground breaking.
However, within the conventional system of caving exploitation, material handling, which comprises extraction (loading) of ore available at points and its haulage to destination, occurs discreetly and intermittently; discreetly because the extraction is not simultaneously made from every point where ore is available, but rather from just a fraction of them; and intermittently because the extraction is made by wheel loaders working within a cycle which comprises: loading, traveling to dump, unloading and traveling back to load another bucketful. Usually, such bucketful of ore extracted discreetly and intermittently is dumped into shafts which serve as silos ¨
where it will be loaded again at intervals into rail wagons or trucks to be hauled to the surface.
2 Then, the whole process is based on this discreet and intermittent hauling process, since the ground breaking depends on haulage. Therefore, in order to achieve an entirely new continuous process, a continuous material handling system is required.
The concept "Continuous Mining" comprises a stage of modifying the features of the rock mass where the ore deposit is located, the stage being called Pre-conditioning. At this stage, the extent of the rock mass fracturing is increased in situ, in order to obtain, in the following stage of caving, fragmented material in sizes which are compatible with continuous and automated material handling systems. Another main aspect of the pre-conditioning application is to guarantee that the rock breaking will occur at a constant rate and at the same rate as the extraction process.
It is well known that upon choosing an exploitation method, the location and depth of the ore deposit, deposit geometry (vein, seam, massive) and the quality of the host and mineralized rock are assessed, and based on several combinations of such elements, different solutions for each case are known. On the other hand, in the past 100 years, exploitation systems, with the exception of coal mining, have adopted the mining designs to incorporate the use of advanced construction and grund movement equipment. The development of such equipment (front loaders, trucks and others) is mainly due to the fact that within the civil work industry, the productivity is a decisive factor for business survival.
Therefore, it is clear that the proposed concept of Continuous Mining breaks both paradigms. The first one, because it is not the process which is adapted to the rock conditions but the quality of the rock in situ is modified to be adapted to an efficient process of rock breaking and extraction; and the second one, because construction industry equipment are no longer used because this method requires equipment specially designed.
Continuous Mining is conceived as a highly mechanized and automated process which permits to make the most of the resources invested in equipment and infrastructure.
The idea is that the mine operates 18 to 22 hours a day, 360 days a year, at full capacity and within an environment complying with high safety and hygiene standards.
The concept "Continuous Mining" comprises a stage of modifying the features of the rock mass where the ore deposit is located, the stage being called Pre-conditioning. At this stage, the extent of the rock mass fracturing is increased in situ, in order to obtain, in the following stage of caving, fragmented material in sizes which are compatible with continuous and automated material handling systems. Another main aspect of the pre-conditioning application is to guarantee that the rock breaking will occur at a constant rate and at the same rate as the extraction process.
It is well known that upon choosing an exploitation method, the location and depth of the ore deposit, deposit geometry (vein, seam, massive) and the quality of the host and mineralized rock are assessed, and based on several combinations of such elements, different solutions for each case are known. On the other hand, in the past 100 years, exploitation systems, with the exception of coal mining, have adopted the mining designs to incorporate the use of advanced construction and grund movement equipment. The development of such equipment (front loaders, trucks and others) is mainly due to the fact that within the civil work industry, the productivity is a decisive factor for business survival.
Therefore, it is clear that the proposed concept of Continuous Mining breaks both paradigms. The first one, because it is not the process which is adapted to the rock conditions but the quality of the rock in situ is modified to be adapted to an efficient process of rock breaking and extraction; and the second one, because construction industry equipment are no longer used because this method requires equipment specially designed.
Continuous Mining is conceived as a highly mechanized and automated process which permits to make the most of the resources invested in equipment and infrastructure.
The idea is that the mine operates 18 to 22 hours a day, 360 days a year, at full capacity and within an environment complying with high safety and hygiene standards.
3 The Continuous Mining method is rather a mining process of continuous and permanent ore flow from the deposit to the treatment plant, which could be similar to a "rock factory" where at one end, in situ reserves are fed and at the other end "treated rocks" are obtained.
The method relates mainly to the continuity of the ore flow from its natural location to its final destination, which can be described as a "flow" of ore which goes through a pipe-network or means of transport without interruptions. In turn and as a consequence of the continuity of flow, there is no need to halt the process when changing shifts and thereby, Continuous Mining also means of temporal continuity in the use of mine infrastructure.
Even though the term continuous mining has been somehow used, this is mainly due to the utilization of large equipment at the working face. Basically, the equipment comprises rotary drills to weaken and fragment the rock mass but later loading equipment is used to carry the ore to the treatment plant.
Additionally, some developments directed to improve rock mass exploitation can be seen.
Patent RU2186980 for example, describes a method comprising the exploitation of front faces as ore continuous fragmentation without pillars by driving drills on the work levels. However, neither the way ore is extracted from the mining zone nor whether this extraction is made continuously are mentioned, Similar solution can be found in patent publications RU2182663 and RU 2148712 which generally describes that caving itself is a continuous process, but if no continuous extraction or loading process is added, this caving processes will became intermittent and discontinuous, which is precisely the solution proposed by the present invention.
BRIEF DESCRIPTION OF THE DRAWINGS
Figure 1: shows a perspective view of the arrangement of the method of continuous mining of the present invention.
Figure 2: shows a perspective view of an alternative arrangement of the method of continuous mining of the present invention.
Figure 3: shows a plan view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road is used.
The method relates mainly to the continuity of the ore flow from its natural location to its final destination, which can be described as a "flow" of ore which goes through a pipe-network or means of transport without interruptions. In turn and as a consequence of the continuity of flow, there is no need to halt the process when changing shifts and thereby, Continuous Mining also means of temporal continuity in the use of mine infrastructure.
Even though the term continuous mining has been somehow used, this is mainly due to the utilization of large equipment at the working face. Basically, the equipment comprises rotary drills to weaken and fragment the rock mass but later loading equipment is used to carry the ore to the treatment plant.
Additionally, some developments directed to improve rock mass exploitation can be seen.
Patent RU2186980 for example, describes a method comprising the exploitation of front faces as ore continuous fragmentation without pillars by driving drills on the work levels. However, neither the way ore is extracted from the mining zone nor whether this extraction is made continuously are mentioned, Similar solution can be found in patent publications RU2182663 and RU 2148712 which generally describes that caving itself is a continuous process, but if no continuous extraction or loading process is added, this caving processes will became intermittent and discontinuous, which is precisely the solution proposed by the present invention.
BRIEF DESCRIPTION OF THE DRAWINGS
Figure 1: shows a perspective view of the arrangement of the method of continuous mining of the present invention.
Figure 2: shows a perspective view of an alternative arrangement of the method of continuous mining of the present invention.
Figure 3: shows a plan view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road is used.
4 Figure 4: shows a cross-section view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road is used.
Figure 5: shows a plan view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road and an offset chute is used.
Figure 6: shows a cross-section view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road and an offset chute is used.
DETAILED DESCRIPTION OF THE INVENTION
The method of the present invention consists of the design and construction of mining drifts (1) manged in such a way that the material mined is conducted through ore haulage drifts (2).
Strictly speaking, the construction of exploitation drifts takes into account that haulage drifts (2) cross the center of two groups of exploitation drifts and subsequently through every group of exploitation drifts defined for the exploitation. Optionally, parallel to haulage drifts (2), service drifts (3) should be constructed whose function is to allow personnel to reach the drift zone and service drifts when maintenance jobs and eventual failures are needed.
Within exploitation drifts, trenches or draw points (4) are arranged where, due the effect of ore fragmentation described below, rock mass detaches and continuous ore caving is induced. Draw point (4) should be constructed in such a way to arrange a regular layout(õ)) with determined distances compatible with interactive gravitational flow. When trenches are already constructed, necessary equipment is installed for extracting the ore.
Likewise, necessary means are arranged in haulage drifts (2) so that the material extracted from trenches flow permanently through haulage drifts (2). For that purpose, haulage drifts (2) have for example, belt or chain conveyors (5), endless and stationary, commonly called "Panzer" for its high resistance to hard works (movement of large, hard and abrasive rocks). The use of this kind of conveyors (5) replaces typical mobile low height loaders or LHD used in conventional mining.
An optional way of constructing drifts comprises the construction of a material transferring level located one level downward regarding to the level of exploitation drifts, and consequently, with regard to the level of trenches. This layout allows receiving simultaneously ore material via short ore pass (6) from more than one trench or draw point (4) and accumulating in the duct (7) material falling from the trench; this duct (7) is formed between the trench and transferring levels. With this alternative, by accumulating material in the aforementioned duct (7), allows performing maintenance services in haulage drifts (2) without stopping the exploitation process since the accumulated material can be unloaded afterwards.
From the duct (7) the material is transported to the ore pass (8) from which is taken to the metallurgical production process. Said ore pass (8) is also provided with a sizing-fragmenting machine (9), commonly referred to as "sizer," which provides the material with the necessary size to pass through said ore pass and reach downstream processes.
In some embodiments, short ore passes (6) may optionally be skipped when the duct (7) is positioned at the same level of the haulage drives (2) as illustrated in Figure 2. In this case, a roller sizer (12) may be included to size the ore before it reaches the mid-level duct (7).
In some embodiments, pass or transfer level ( 1 0) may be included for the material located a level below the level of the mining drifts (1), and therefore below the draw points (4) as illustrated in Figures 3 and 4. This embodiment allows for concurrently receiving material coming from more than one draw point and to have a build-up of material falling from the draw point level and the pass level inside the chute (11). Additionally, the chutes (11) can be built offset with respect to the chutes (as seen from a plan view) as shown in Figures 5 and 6.
When drifts have been built according to the previous description, the method comprises the following stages:
a) Pre-conditioning: this stage is fundamental for the method's success and comprises modifying in situ rock quality, increasing the extent of fracturing until levels which confer rocks features similar to secondary rock mass. Pre-conditioning stage can be achieved by i) hydraulic fracturing, which is a technology known in applications of oil wells exploitation, where it is used to cause fractures which facilitate oil flow from wells, and in the case of metal mining, it generates fractures which facilitate the action of the natural stresses, both for generating caving and for improving granulometry; or by ii) confined blasting which is the combined action of several firings to fracture the rock mass. Finally, both techniques can be combined.
Primary rock is a highly competent rock mass and massive pre-conditioning or pretreatment converts it on a material which is easy to cave and fragment by caving exploitation, which could be also called process of "secondarization" for primary ore.
Nevertheless, test have shown that the best way to carry out the pre-conditioning stage is by combining Hydraulic Fracturing with Explosive Driven Dynamic Weakening, which in last case we make use of dynamic wave force collision, which is technically possible nowadays due to the electronic detonation technologies available in the market. This pre-conditioning alternative allows producing pre-stimulation of drill-holes induced by hydraulic fracturing and carrying out the electronic detonation process immediately.
Another alternative is carrying out drilling pre-stimulation induced by propellant (solid fuel-based explosive) and then applying the hydraulic fracturing technology in order to propagate the fractures, the latter is a methodology used usually in oil wells.
b) Caving: this stage is the rock mass caving operation by undercutting the base of rock mass by means of known procedures of caving method in well-fragmented rock environment; and its application does not present any innovation for this purpose. With the induced fracturing in the previous stage (a) it is expected that most of fragments can be processed by the continuous extraction and haulage system.
The layout of draw point that should be used will be defined by the rock fragmentation features. For instance, in sectors with fine fragmentation carried out by caving methods, a layout with close points with distances ranging from 8 to 11 meters is required. This point closeness condition, makes it necessary the drifts must be small, in order to maintain the stability of the sector. The known and extensively applied solutions in the world are the extraction with grizzlies and shafts or scrapers, which allow extracting from multiple points and collect the extracted product in haulage drifts. On the other hand, larger layouts with spacing ranging from 13 to 17 meters are used for primary rock sectors, with thick fragmentation. In the conventional system these layouts require using very large LHD
equipment and it is not possible to make parallel extraction from those points.
In the case of Continuous Mining, the sizes of the layouts that have been assessed are between 13 x 13 square meters and 15 x 15 square meters. Both layouts are quite wide and are useful to handle oversize mucks or boulders.
c) Extraction: this stage is conceived as a simultaneous operation from multiple draw points arranged on a regular layouts at certain distances which are compatible with the interactive gravitational flow. For that purpose, as it has already been mentioned, each draw point is equipped with a stationary extraction unit which feeds a collecting system that conveys the ore to the haulage drift by continuous means that leads it to its destination. The extraction and haulage equipment have an automatic command- assisted by a remote driver operated from a control room as in any modem industry.
Eventually, crushers could be installed at the end of the collecting systems to produce in the inine the final feeding size for the plant. In short, wheel loaders are not used because they are replaced by continuous loading systems. By way of example, stationary "feeders" that unload continuous conveyors can be considered.
The main haulage alternative used is a metal belt conveyor (panzer) in which the preliminary assessments show lower operation costs compared to the traditional raildrift haulage system.
Applying a continuous mining system as the one that have been described has a great impact on the caved area performance which is usually expressed as "extraction rate"
and is measured in tpd/m2.
In fact, in the conventional LHD-extraction system, discreet and intermittent, each loading system extracts ore from a set of draw points (generally 16 draw points per equipment) at the rate of 200 t/hour. Approximately 250 m2 influence area is associated to each extraction point so a 16 point module comprises approximately 4,000 m2, thus in a maximum operation of 15 hours a day an extraction of 3,000 t equivalent to 0.75 tpd/m2 can be achieved. On the other hand if we assume that the extraction is made regularly, less than 200 t a day is drawn from each point which is equivalent to using less than one hour daily (let us remember that LEID can draw 200t/hour).
The historical figures for actual extraction rate are around 0.4 tpd/m2 and for effective extraction rate are around 0.5 tpd/m2, since the ore flow through the extraction points is no fast enough to saturate the production capacity of the equipment. The expression "actual extraction rate (AER)" is used to refer to the total extraction achieved in a day from a certain active area, if the points have or have not been available for extraction; and the terms "effective extraction rate (EER)" relates to the estimated extraction rate considering only the area of those points that effectively were object of extraction during that day. The difference is explained because one portion of the active area can be transiently out of service due to direct maintenance or repair of draw points, hauling or destination facilities.
Continuous Mining aims to improve these figures by increasing the use of extraction points to an average of 16 hours daily (two operation shifts and one maintenance shift) with a 40 t/hour production per stationary extractor.
Thus if we consider in an easy exercise where 8 points of 225 m2 influence (1800 m2) operating 16 hours a day, a 5,400 tpd production, a 3 tpd/rn2extraction rate (EER) and an actual extraction rate (AER) around 1,5 tpd/m2 are provided. This results in a better use of the caved area as well as a concentrated operation with its consequent resource rationalization.
For the fragmented material in such conditions, the achievable extraction rate in the caving propagation stage can reach 300 mm/day which is equivalent to approximately 0.8 tpd/m2 and theoretically there are no limitations for the gravitational extraction stage post propagation except the extraction capacity, that in the invented system could reach rates above 3 tpd/m2.
Figure 5: shows a plan view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road and an offset chute is used.
Figure 6: shows a cross-section view of the construction of the mining drifts when the alternative of adding an ore tramming from the draw points to the hauling road and an offset chute is used.
DETAILED DESCRIPTION OF THE INVENTION
The method of the present invention consists of the design and construction of mining drifts (1) manged in such a way that the material mined is conducted through ore haulage drifts (2).
Strictly speaking, the construction of exploitation drifts takes into account that haulage drifts (2) cross the center of two groups of exploitation drifts and subsequently through every group of exploitation drifts defined for the exploitation. Optionally, parallel to haulage drifts (2), service drifts (3) should be constructed whose function is to allow personnel to reach the drift zone and service drifts when maintenance jobs and eventual failures are needed.
Within exploitation drifts, trenches or draw points (4) are arranged where, due the effect of ore fragmentation described below, rock mass detaches and continuous ore caving is induced. Draw point (4) should be constructed in such a way to arrange a regular layout(õ)) with determined distances compatible with interactive gravitational flow. When trenches are already constructed, necessary equipment is installed for extracting the ore.
Likewise, necessary means are arranged in haulage drifts (2) so that the material extracted from trenches flow permanently through haulage drifts (2). For that purpose, haulage drifts (2) have for example, belt or chain conveyors (5), endless and stationary, commonly called "Panzer" for its high resistance to hard works (movement of large, hard and abrasive rocks). The use of this kind of conveyors (5) replaces typical mobile low height loaders or LHD used in conventional mining.
An optional way of constructing drifts comprises the construction of a material transferring level located one level downward regarding to the level of exploitation drifts, and consequently, with regard to the level of trenches. This layout allows receiving simultaneously ore material via short ore pass (6) from more than one trench or draw point (4) and accumulating in the duct (7) material falling from the trench; this duct (7) is formed between the trench and transferring levels. With this alternative, by accumulating material in the aforementioned duct (7), allows performing maintenance services in haulage drifts (2) without stopping the exploitation process since the accumulated material can be unloaded afterwards.
From the duct (7) the material is transported to the ore pass (8) from which is taken to the metallurgical production process. Said ore pass (8) is also provided with a sizing-fragmenting machine (9), commonly referred to as "sizer," which provides the material with the necessary size to pass through said ore pass and reach downstream processes.
In some embodiments, short ore passes (6) may optionally be skipped when the duct (7) is positioned at the same level of the haulage drives (2) as illustrated in Figure 2. In this case, a roller sizer (12) may be included to size the ore before it reaches the mid-level duct (7).
In some embodiments, pass or transfer level ( 1 0) may be included for the material located a level below the level of the mining drifts (1), and therefore below the draw points (4) as illustrated in Figures 3 and 4. This embodiment allows for concurrently receiving material coming from more than one draw point and to have a build-up of material falling from the draw point level and the pass level inside the chute (11). Additionally, the chutes (11) can be built offset with respect to the chutes (as seen from a plan view) as shown in Figures 5 and 6.
When drifts have been built according to the previous description, the method comprises the following stages:
a) Pre-conditioning: this stage is fundamental for the method's success and comprises modifying in situ rock quality, increasing the extent of fracturing until levels which confer rocks features similar to secondary rock mass. Pre-conditioning stage can be achieved by i) hydraulic fracturing, which is a technology known in applications of oil wells exploitation, where it is used to cause fractures which facilitate oil flow from wells, and in the case of metal mining, it generates fractures which facilitate the action of the natural stresses, both for generating caving and for improving granulometry; or by ii) confined blasting which is the combined action of several firings to fracture the rock mass. Finally, both techniques can be combined.
Primary rock is a highly competent rock mass and massive pre-conditioning or pretreatment converts it on a material which is easy to cave and fragment by caving exploitation, which could be also called process of "secondarization" for primary ore.
Nevertheless, test have shown that the best way to carry out the pre-conditioning stage is by combining Hydraulic Fracturing with Explosive Driven Dynamic Weakening, which in last case we make use of dynamic wave force collision, which is technically possible nowadays due to the electronic detonation technologies available in the market. This pre-conditioning alternative allows producing pre-stimulation of drill-holes induced by hydraulic fracturing and carrying out the electronic detonation process immediately.
Another alternative is carrying out drilling pre-stimulation induced by propellant (solid fuel-based explosive) and then applying the hydraulic fracturing technology in order to propagate the fractures, the latter is a methodology used usually in oil wells.
b) Caving: this stage is the rock mass caving operation by undercutting the base of rock mass by means of known procedures of caving method in well-fragmented rock environment; and its application does not present any innovation for this purpose. With the induced fracturing in the previous stage (a) it is expected that most of fragments can be processed by the continuous extraction and haulage system.
The layout of draw point that should be used will be defined by the rock fragmentation features. For instance, in sectors with fine fragmentation carried out by caving methods, a layout with close points with distances ranging from 8 to 11 meters is required. This point closeness condition, makes it necessary the drifts must be small, in order to maintain the stability of the sector. The known and extensively applied solutions in the world are the extraction with grizzlies and shafts or scrapers, which allow extracting from multiple points and collect the extracted product in haulage drifts. On the other hand, larger layouts with spacing ranging from 13 to 17 meters are used for primary rock sectors, with thick fragmentation. In the conventional system these layouts require using very large LHD
equipment and it is not possible to make parallel extraction from those points.
In the case of Continuous Mining, the sizes of the layouts that have been assessed are between 13 x 13 square meters and 15 x 15 square meters. Both layouts are quite wide and are useful to handle oversize mucks or boulders.
c) Extraction: this stage is conceived as a simultaneous operation from multiple draw points arranged on a regular layouts at certain distances which are compatible with the interactive gravitational flow. For that purpose, as it has already been mentioned, each draw point is equipped with a stationary extraction unit which feeds a collecting system that conveys the ore to the haulage drift by continuous means that leads it to its destination. The extraction and haulage equipment have an automatic command- assisted by a remote driver operated from a control room as in any modem industry.
Eventually, crushers could be installed at the end of the collecting systems to produce in the inine the final feeding size for the plant. In short, wheel loaders are not used because they are replaced by continuous loading systems. By way of example, stationary "feeders" that unload continuous conveyors can be considered.
The main haulage alternative used is a metal belt conveyor (panzer) in which the preliminary assessments show lower operation costs compared to the traditional raildrift haulage system.
Applying a continuous mining system as the one that have been described has a great impact on the caved area performance which is usually expressed as "extraction rate"
and is measured in tpd/m2.
In fact, in the conventional LHD-extraction system, discreet and intermittent, each loading system extracts ore from a set of draw points (generally 16 draw points per equipment) at the rate of 200 t/hour. Approximately 250 m2 influence area is associated to each extraction point so a 16 point module comprises approximately 4,000 m2, thus in a maximum operation of 15 hours a day an extraction of 3,000 t equivalent to 0.75 tpd/m2 can be achieved. On the other hand if we assume that the extraction is made regularly, less than 200 t a day is drawn from each point which is equivalent to using less than one hour daily (let us remember that LEID can draw 200t/hour).
The historical figures for actual extraction rate are around 0.4 tpd/m2 and for effective extraction rate are around 0.5 tpd/m2, since the ore flow through the extraction points is no fast enough to saturate the production capacity of the equipment. The expression "actual extraction rate (AER)" is used to refer to the total extraction achieved in a day from a certain active area, if the points have or have not been available for extraction; and the terms "effective extraction rate (EER)" relates to the estimated extraction rate considering only the area of those points that effectively were object of extraction during that day. The difference is explained because one portion of the active area can be transiently out of service due to direct maintenance or repair of draw points, hauling or destination facilities.
Continuous Mining aims to improve these figures by increasing the use of extraction points to an average of 16 hours daily (two operation shifts and one maintenance shift) with a 40 t/hour production per stationary extractor.
Thus if we consider in an easy exercise where 8 points of 225 m2 influence (1800 m2) operating 16 hours a day, a 5,400 tpd production, a 3 tpd/rn2extraction rate (EER) and an actual extraction rate (AER) around 1,5 tpd/m2 are provided. This results in a better use of the caved area as well as a concentrated operation with its consequent resource rationalization.
For the fragmented material in such conditions, the achievable extraction rate in the caving propagation stage can reach 300 mm/day which is equivalent to approximately 0.8 tpd/m2 and theoretically there are no limitations for the gravitational extraction stage post propagation except the extraction capacity, that in the invented system could reach rates above 3 tpd/m2.
Claims (10)
1. A method for continuous mining of ore from underground sites, comprising conducting mining by:
building at least one group of mining drifts wherein a haulage road is provided for hauling the ore across the at least onc group of drifts through a center defined by said at least one group of drifts;
providing draw points in said mining drifts in regular patterned grip of specific distance and position for constant gravitational flow;
conducting the following stages after said drifts, draw points and haulage road arc provided:
a. pre-conditioning in situ primary rock to intensify the degree of fracture in said in situ primary rock until said in situ primary rock shows characteristics of a secondary rock mass and until said in situ primary rock comprises rock, mucks or boulders, and wherein said pre-conditioning stage is provided by a combination of hydraulic fracturing and dynamic weakening by explosives, b. caving, said in situ primary rock by caving a base in areas of fragmented rock, and;
c. mining comprising simultaneous operations in a plurality of the draw points defined during a construction stage of said drift, wherein each of said draw points has fixed equipment to allow for the extraction of the ore; and wherein said continuous mining allows said in situ primary rock to be transported from a natural location to the haulage road without interruption.
building at least one group of mining drifts wherein a haulage road is provided for hauling the ore across the at least onc group of drifts through a center defined by said at least one group of drifts;
providing draw points in said mining drifts in regular patterned grip of specific distance and position for constant gravitational flow;
conducting the following stages after said drifts, draw points and haulage road arc provided:
a. pre-conditioning in situ primary rock to intensify the degree of fracture in said in situ primary rock until said in situ primary rock shows characteristics of a secondary rock mass and until said in situ primary rock comprises rock, mucks or boulders, and wherein said pre-conditioning stage is provided by a combination of hydraulic fracturing and dynamic weakening by explosives, b. caving, said in situ primary rock by caving a base in areas of fragmented rock, and;
c. mining comprising simultaneous operations in a plurality of the draw points defined during a construction stage of said drift, wherein each of said draw points has fixed equipment to allow for the extraction of the ore; and wherein said continuous mining allows said in situ primary rock to be transported from a natural location to the haulage road without interruption.
2. The method for continuous mining according to claim 1, wherein said haulage roads are provided with a permanent transporter of the ore that is being mined from the draw points.
3. The method for continuous mining according to claim 1, wherein said haulage roads are endless tracks or conveyor belts.
4. The method for continuous mining according to claim 1, wherein said method further comprises a tramming device for the ore, wherein said ore tramming is located on a lower level with respect to the level defined by said mining drifts and therefore below said draw points.
5. The method for continuous mining according to claim 4, wherein a chute is provided between said mining drift level and an ore pass, whcrcin said material falls from said draw points until reaching said ore pass.
6. The method for continuous mining according to claim 1, wherein said regular patterned grid of mining drifts is provided with said draw points which are separated from each other from 13 to 15 meters.
7. The method for continuous mining according to claim 1, wherein a rock size obtained in said pre-conditioning stage is suitable for mining and hauling by the system.
8. The method for continuous mining according to claim 1, wherein each draw point is provided with a fixcd mining unit whcrein said mining unit feeds a collection system provided at the outlet of a trench, ore collected by said collection system is continuously transported to an intended destination.
9. The method for continuous mining according to claim 1, wherein ore mining, collecting and hauling are provided with an automatic command-assisted remote drive operated from a control room.
10. The method for continuous mining according to claim 1, wherein ends of a collection system are provided with crushers inside the mine wherein said crushers crush material down to a size suitable for a plant.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CL2008003560A CL2008003560A1 (en) | 2008-11-28 | 2008-11-28 | Method for the continuous extraction of mineral in underground works, destined for the permanent production of extraction from the points of exploitation, includes building exploitation galleries, in which the center defined by a group of galleries crosses a street to transport ore, and preconditioning of rock. |
CL3560-2008 | 2008-11-28 | ||
PCT/IB2009/007556 WO2010061274A1 (en) | 2008-11-28 | 2009-11-25 | Continuous mining |
Publications (2)
Publication Number | Publication Date |
---|---|
CA2745066A1 CA2745066A1 (en) | 2010-06-03 |
CA2745066C true CA2745066C (en) | 2018-10-23 |
Family
ID=42077378
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA2745066A Active CA2745066C (en) | 2008-11-28 | 2009-11-25 | Continuous mining |
Country Status (12)
Country | Link |
---|---|
US (1) | US20120181844A1 (en) |
EP (1) | EP2370673B1 (en) |
CN (1) | CN102264998A (en) |
AP (1) | AP3679A (en) |
AU (3) | AU2009321259A1 (en) |
CA (1) | CA2745066C (en) |
CL (1) | CL2008003560A1 (en) |
MX (1) | MX2011005722A (en) |
PE (1) | PE20120378A1 (en) |
PL (1) | PL2370673T3 (en) |
RU (2) | RU2702494C2 (en) |
WO (1) | WO2010061274A1 (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102278114B (en) * | 2011-09-01 | 2013-01-23 | 长沙矿山研究院 | Stereo partition mass ore caving mining method |
AU2014256811A1 (en) * | 2014-02-26 | 2015-09-10 | Guillermo BASUALTO LIRA | Back and forth extractor/feeder placed into the drawpoints in underground caving mining |
EP3090968A1 (en) | 2015-05-07 | 2016-11-09 | Caterpillar Global Mining Europe GmbH | Material handling system and method of operating the same |
CN105545307A (en) * | 2015-12-11 | 2016-05-04 | 大同煤矿集团有限责任公司 | Method for over-pit and under-pit cooperative control of roofs of far and near fields of extra-large stoping space |
CN109458180B (en) * | 2018-09-17 | 2020-07-14 | 东北大学秦皇岛分校 | Mining method combined with underground warehouse construction and ventilation cooling system |
RU2712848C1 (en) * | 2019-05-08 | 2020-01-31 | Федеральное государственное унитарное предприятие "Российский Федеральный ядерный центр - Всероссийский научно-исследовательский институт экспериментальной физики" (ФГУП "РФЯЦ-ВНИИЭФ") | Underground mining method of mineral deposits |
CN112031771B (en) * | 2020-09-18 | 2023-06-06 | 玉溪矿业有限公司 | Cutting groove pulling method with safe construction |
CN112414237B (en) * | 2020-10-28 | 2022-09-16 | 云南迪庆有色金属有限责任公司 | Method for treating over-hard surrounding rock by natural caving method |
CN113431581B (en) * | 2021-07-26 | 2022-02-22 | 中南大学 | Non-blasting mechanical intelligent mining method for deep hard rock ore body |
CN114233258A (en) * | 2021-12-08 | 2022-03-25 | 核工业二三O研究所 | Fracturing method for difficult-to-leach sandstone uranium deposit reservoir transformation |
CN115680761B (en) * | 2023-01-05 | 2023-04-07 | 山西冶金岩土工程勘察有限公司 | Multi-layer goaf subsection grouting treatment construction process |
CN118220741B (en) * | 2024-05-22 | 2024-07-19 | 鄂尔多斯市神传矿用设备制造有限公司 | Coal conveying equipment for coal mining |
Family Cites Families (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1967115A (en) * | 1932-06-13 | 1934-07-17 | Louis F Gerdetz | Method of mining coal |
US2298599A (en) * | 1941-03-15 | 1942-10-13 | Mark A Smith | Block cave mining method and plant |
US2536869A (en) * | 1946-06-22 | 1951-01-02 | Philip B Bucky | Mining method |
US3707307A (en) * | 1970-12-11 | 1972-12-26 | Harry Kristoffersson | Methods in mining by sublevel caving |
SE364339B (en) * | 1972-06-28 | 1974-02-18 | Luossavaara Kiirunavaara Ab | |
SE404620B (en) * | 1974-08-20 | 1978-10-16 | Janelid Erik Ingvar | PROCEDURE FOR BREAKING ROCK OR ORE ACCORDING TO THE BLOCKRAS PRINCIPLE IN MASSFUL BODIES |
US4017121A (en) * | 1974-11-25 | 1977-04-12 | Allied Chemical Corporation | Longwall mining of trona with prefracturing to prevent slabbing |
US4279444A (en) * | 1980-01-07 | 1981-07-21 | Occidental Oil Shale, Inc. | Jetting out weak areas for forming an in situ oil shale retort |
SU883421A1 (en) * | 1980-03-06 | 1981-11-23 | Научно-Исследовательский Горнорудный Институт | Method of explosion-breaking of ore |
SE449122B (en) * | 1980-05-06 | 1987-04-06 | Vos Ni Gornorudny I | SET AND DEVICE FOR UNDERGRADUATE |
US4938536A (en) * | 1989-11-22 | 1990-07-03 | Lee Raymond C | Conic mass caving structure and method |
CN1067290A (en) * | 1991-05-28 | 1992-12-23 | 枣庄市联营石膏矿 | Room-and-pilar type caving for mine |
RU2114306C1 (en) * | 1997-06-06 | 1998-06-27 | Институт горного дела СО РАН | Method for mining steep ore deposits by induced level caving with longwall stoping |
CN1089399C (en) * | 1997-12-23 | 2002-08-21 | 杨学政 | gas fracturing method |
AUPP209498A0 (en) * | 1998-03-02 | 1998-03-26 | Commonwealth Scientific And Industrial Research Organisation | Hydraulic fracturing of ore bodies |
RU2163968C2 (en) * | 1999-06-01 | 2001-03-10 | Санкт-Петербургский государственный горный институт им. Г.В. Плеханова (Технический университет) | Method of cover caving |
RU2247607C2 (en) * | 2003-05-12 | 2005-03-10 | Акционерная компания "АЛРОСА" (ЗАО) | Complex of dry concentration of diamond-containing kimberlite ore |
CA2526264C (en) * | 2003-06-23 | 2008-11-04 | Dbt Gmbh | Method and arrangement for extracting extraction products in underground mining |
RU2261329C1 (en) * | 2004-06-23 | 2005-09-27 | Институт горного дела Сибирского отделения Российской академии наук | Method for coal excavation from thick steeply beds |
RU2283430C1 (en) * | 2005-05-05 | 2006-09-10 | Государственное образовательное учреждение высшего профессионального образования "Санкт-Петербургский государственный горный институт им. Г.В. Плеханова (технический университет)" | Method for thick steep seams mining |
DE102005043236B4 (en) * | 2005-09-09 | 2016-08-04 | Caterpillar Global Mining Europe Gmbh | Arrangement for mining of mining products in underground mining operations in quarry construction |
CN100497886C (en) * | 2006-05-31 | 2009-06-10 | 段连权 | Coal mining process including prop type mining and prop recovery |
-
2008
- 2008-11-28 CL CL2008003560A patent/CL2008003560A1/en unknown
-
2009
- 2009-11-25 WO PCT/IB2009/007556 patent/WO2010061274A1/en active Application Filing
- 2009-11-25 AP AP2011005750A patent/AP3679A/en active
- 2009-11-25 RU RU2015126488A patent/RU2702494C2/en active
- 2009-11-25 PL PL09806186T patent/PL2370673T3/en unknown
- 2009-11-25 AU AU2009321259A patent/AU2009321259A1/en not_active Abandoned
- 2009-11-25 US US13/132,180 patent/US20120181844A1/en not_active Abandoned
- 2009-11-25 CN CN2009801530835A patent/CN102264998A/en active Pending
- 2009-11-25 RU RU2011124898/03A patent/RU2011124898A/en unknown
- 2009-11-25 CA CA2745066A patent/CA2745066C/en active Active
- 2009-11-25 MX MX2011005722A patent/MX2011005722A/en unknown
- 2009-11-25 EP EP09806186.4A patent/EP2370673B1/en active Active
- 2009-11-25 PE PE2011001116A patent/PE20120378A1/en active IP Right Grant
-
2016
- 2016-09-01 AU AU2016222451A patent/AU2016222451A1/en not_active Abandoned
-
2018
- 2018-04-18 AU AU2018202700A patent/AU2018202700A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
PL2370673T3 (en) | 2019-12-31 |
RU2015126488A3 (en) | 2019-02-12 |
AU2018202700A1 (en) | 2018-05-10 |
AU2016222451A1 (en) | 2016-09-29 |
EP2370673B1 (en) | 2019-02-27 |
EP2370673A1 (en) | 2011-10-05 |
RU2702494C2 (en) | 2019-10-08 |
RU2015126488A (en) | 2018-12-24 |
CL2008003560A1 (en) | 2009-05-04 |
CA2745066A1 (en) | 2010-06-03 |
WO2010061274A1 (en) | 2010-06-03 |
MX2011005722A (en) | 2012-06-01 |
US20120181844A1 (en) | 2012-07-19 |
AP2011005750A0 (en) | 2011-06-30 |
CN102264998A (en) | 2011-11-30 |
RU2011124898A (en) | 2013-01-10 |
AP3679A (en) | 2016-04-17 |
AU2009321259A1 (en) | 2011-06-30 |
PE20120378A1 (en) | 2012-04-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2745066C (en) | Continuous mining | |
Zheng et al. | Challenges and opportunities of using tunnel boring machines in mining | |
Woodruff | Methods of Working Coal and Metal Mines: Planning and Operations | |
CN109869150B (en) | Mine resource subsection full-mining local-charging mining method | |
CN101967993A (en) | Underground gangue sorting and filling system and method | |
CN109630115A (en) | Sublevel open stoping afterwards filling mining method for gently inclined medium thick orebody | |
CN110359914A (en) | A kind of safe, inexpensive combined section mining methods of gently inclined medium thick orebody | |
CN109403974A (en) | A kind of mine, which picks up, unloads pumping and fills lasting exploit design method | |
CN103726848A (en) | Mining method applicable to recovery of gentle-inclined/inclined thin ore body | |
CN110284883A (en) | Recovery method is filled by a kind of row of adopting, open coal mine end side | |
CN111119896A (en) | Bauxite mining method | |
CN109630116B (en) | Mining method for inclined medium-thickness blind ore body | |
CN116537786A (en) | Mining method for filling and replacing coal pillars without lifting gangue | |
Marovelli et al. | The mechanization of mining | |
CN107237635B (en) | A kind of thick solid potassium salt mine recovery method of spy for once adopting full thickness | |
CN110388210A (en) | Stope structure arrangement suitable for the exploitation of gently inclined medium thick orebody combined section | |
RU2521987C1 (en) | Selecting working of unworked edge of upland mineral deposit quarry working zone | |
RU2495244C2 (en) | Method for open mining of mineral deposits by application of mill holes and cyclical and continuous method (ccm) | |
Okubo et al. | Underground mining methods and equipment | |
RU2488693C1 (en) | Method for in-line production of work at non-benching version of extraction of chambers along strike on chamber-and-pillar system | |
Joughin | Potential for the mechanization of stoping in gold mines | |
Egerton | Presidential address: The mechanisation of UG2 mining in the Bushveld Complex | |
Stace | Iron ore extraction techniques | |
RU2755287C1 (en) | Method for developing thin and low-powered steel-falling ore bodies | |
Munro | Incline caving as a massive mining method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
EEER | Examination request |
Effective date: 20141104 |