Method for open underground development of main inclined mine openings (shafts). RU patent 2520225.
 Method of combined development of elongated deposits of steeply pitching seams / 2515649Proposed method comprises opening the deposits by subsurface works and layer-by-layer development of main deposits by open works. It includes reclaiming to stores of every bed in direction of the pit boards to form safety prisms nearby design outline of the latter. Remote control equipment is used at final works at every bed. Rock is carried over subsurface courses of worked bed to surface. Deposit is exposed to concentration bed mark and open working. Then, temporary exposed and subservice opening works are performed to separate the flows of overburden and minerals. Concentration bed and temporary exposed works marks are set over pit depth related with current volumes of exposure works at layer-by-layer working. Dominating volume of overburden is fed to surface via openings. Total volume of minerals is fed via subsurface openings is discharged to concentration bed site. Deposit deep overburden is dumped in pit worked-out area to make altitude marks of overburden inner terrace row comply with those of cross-heading foundation level. |
 Method for complex development of structurally-morphologically difficult deposit / 2514310According to the method, they perform serial tunnelling of polyfunctional deep adjacent trenches, which make it possible to combine opening of adjacent areas and blocks of the deposit, information geological prospecting and operating mining works - stripping and extraction ones, automated selective separation of good and temporarily off-grade elements from the massif in the form of a granular mineral mass and its separate loading into transport reservoirs. Flow delivery of the mineral mass to the day surface with the help of a portable rope-skip transporting technical system, moved in pipe-shaped guides with the minimum width of the trench, and in the open working space - with maximum width that excludes contact of the moving transport chain with planes of panels formed by boards of adjacent trenches. |
 Method of combined development of steeply-dipping ore bodies / 2514035Invention relates to mining industry and may be used in development of thick steeply-dipping valuable ore bodies by the open-underground method. The method includes development of a pit to design depth with arrangement of the board to the limit position, mining of bottom and near-edge-zone reserves of ore with application of underground mines, transportation of broken ore in underground mines. Development of near-edge-zone reserves of the ore is carried out after extraction of bottom ones with a chamber system of development under protection of a combined rock-filling massif at the side of the pit space, besides, the rock-filling massif is formed as bottom up in layers, alternating filling of the waste rock and filling of the hardening filling mixture of the formed space between the dump and the board of the pit on each layer. |
 Method to form anthropogenic field / 2513816Invention relates to mining, namely, to methods for performance of mining works. The method includes preparation of a hydraulic dump or tailing dump, filling of banking dams and laying of pulp lines, arrangement of dam wells and removal of purified waters. At the same time at side banking dams they arrange sites, where they install tower excavators or scraper hoists, by means of which they move a part of rocks deposited in the upper part of the hydraulic dump in the direction perpendicular to the axis of inwash of the hydraulic dump or tailing dump in the direction of side banking dams. |
 Method for complex development of coal deposit / 2513785Method includes performance of stripping and clearing mining works in opencast manner. At the same time working sites are arranged at the ledges with release of beds. As the cut reaches the border of the mining allotment along the depth, they arrange a cross-cut from the bottom of the stripping mine cut, and the cross-cut is made at a small angle upwards for organisation of self-flow hydraulic transport of coal, to open all beds of coal measures lying in the border zone. Along the beds indicated for further mining, from the cross cut to both sides at the small angle upwards they arrange drifts. On the soil of the cross cut and drifts they lay chutes for organisation of self-flow transport of pulp. From the working site of the ledge along with bed slope they drill a well to a drift, in which a hydraulic monitor and a pipe column are installed. Damage of the coal around the well is carried out by a hydraulic monitor jet in the reverse order. Broken coal is transported along chutes of the cross cut to the bottom of the cut, where it is accumulated in both and more reservoirs without mixing. For more efficient development of the field it is possible to mine simultaneously two and more beds with different compositions of the coal substance. |
 Method for large-scale explosive destruction of mine rock masses of complex structure for selective extraction of mineral deposit at open-pit mining / 2511330Invention refers to mining industry, and namely to open-pit mining operations at development of ore and non-ore blocks of mineral deposits, the sections of which are sufficiently different as to mining-and-geological structure and quality of a valuable component, and namely to selective extraction of a mineral deposit by large-scale explosive destruction of mine rock masses of a complex structure. In rows of charges, which cross different-type mine rocks, well and group beam charges are located; group beam charges are located in sections requiring intense crushing. The latter are located in sections requiring intense crushing with direction of a convex beam surface towards intense crushing; row-by-row explosive breakage of single well and group beam charges is performed, thus performing row-by-row extension of nominal diameter of an explosion cavity. |
 Dressing module for combined processing of permafrost tailings from dressing of impregnation copper-nickel ores of norilsk deposits / 2504437Invention relates to mining and can be used for extraction of valuable components and products of their processing, particular, for extraction of copper, nickel and iron sulphides and noble metals from aged tailings of suspended tailing pit of in cryolite zone of Norilsk deposits. Dressing module comprises open-pit field, two or three dredges, beach pump station consisting of stationary and vibratory screens, sunk basin with overflow pocket communicated by gravity feed hydraulic transport with open-pit field. Besides, it comprises two pump, pressure five-jet pulp separators communicated with vibratory screens, sunk basins and pump communicated with batteries of desliming 250 mm-dia hydraulic cyclones with their sand outlets connected via sunken basins and controlled-delivery pumps with said pressure five-jet pulp separators and, further, with rotary separators. Tailings from the latter are communicate by gravity feed hydraulic transport via appropriate sunk basin and controlled-delivery pump with mechanical camber flotation machine consisting of 130 m3-chambers. Concentrate outlet is communicated with appropriate sunk basin and controlled-delivery pump and, further, with pneumomechanical camber flotation machine consisting of four first-cleaner 17 m3-chambers. Concentrate outlet is communicated with appropriate sunk basin and controlled-delivery pump and, further, with pneumomechanical camber flotation machine consisting of four second-cleaner 8 m3-chambers. Module includes one or two giant jets installed in open-pit field lane, distribution box to direct portion of warm desliming drains by gravity feed hydraulic transport to open-pit field to accelerate tailing thaw and wash-off at two or more point of the pit and further direction to pit lane, screens mounted at beach pump stations, said screens feature 12-16 mm square meshes. Main flotation chamber has three chambers. Desliming hydraulic cyclones feature two cones with 20-10 deg-taper angle. Beach pump station sunk basin overflow pocket is additionally communicated by gravity feed hydraulic transport with two or three points of open-pit working board to return excess pulp into lane and to accelerate tailing thaw and wash-off. |
 Erection method of protective cushion above developed vertical ore bodies under permafrost zone conditions / 2503814At the bottom of the developed open pit there created is a freezing circuit by driving of zigzag-shaped trenches and laying of pipes in them; after that, ice rock backfill is erected by freezing-out overburden; a waterproof screen is laid and filled with a clay loam layer. Then, an upper freezing circuit is made of pipes and a heat-insulating layer of local loose materials, a waterproof screen and a clay loam layer is erected on it and covered with overburden. As a protective cushion is being created, cold air is delivered via lower freezing circuit, and cooled air is supplied via upper freezing circuit during warm season. |
 Method for open mining of mineral deposits by application of mill holes and cyclical and continuous method (ccm) / 2495244Method includes identification of stages and substages and arrangement of a deep pit at differentiated angles of a slope, a board in accordance with reducing natural and anthropogenic damage of massif rocks with depth to arrangement of vertical ledges and sections of the board in deep zones. The stripping thickness of rocks is separated in the transverse cut in hanging and lying sides of the deposit for inclined and steeply inclined layers with capacity corresponding to substages and stages of the developed deposit. When the pit is operated at the first stage, the ore body is stripped with mill holes so that the ore transportation arm makes the minimum value. The milling link is installed near the mouth of mill holes. And also mill holes and inclined mines are tunnelled with a conveyor for ore delivery to a factory or a reloading point. Mill holes are tunnelled by drilling and required inclination of a mill hole shaft with (for instance, 65-70°). The optimal weighted average ore (rock) piece is provided with the help of a drilling device and thorough cutting of the mill hole with required parameters. To eliminate critical compaction of ore mass, as pieces collide with the "cushion", adjacency of the hopper to the mill hole is arranged at the angle for collection of bulk material in the hopper in the loose condition. Freezing of the ore mass or formation of anthropogenic mud flow due to water saturation is excluded with its continuous transportation and discharge from a manhole device to a feeder and a conveyor or directly into rail cars during liquidation of random vault formation from large ore (rock) pieces. Besides, the feeder and the conveyor are arranged in the upper part of the mine, and cars - in the lower part, and operations are continued as mining works and mill hole cutting gets deeper with movement of the drilling complexes to lower horizons with the minimum arm of ore (rock) haulage. When operating in other zones (along ore trend) or its completion, for these purposes other mill holes are arranged so that the achieved arm of ore haulage compensated costs for their arrangement. |
 Method of open-underground mining of flat coal bed of medium thickness / 2490457Method includes performance of stripping works and extraction of a part of a bed reaching under drifts, with an open pit forming ledges. Extraction chambers are arranged according to the technology of deep mining of coal beds from the ledge of the pit board. Reserves are prepared by arrangement of drifts, extraction of coal by facilities of underground works mechanisation. The roof of the extraction chamber is fixed with a support of developing entries. The distance between extraction chambers is accepted as three-four times more than width of the chamber depending on strength characteristics of coal and rock massifs. Coal of the chamber-to-chamber pillar is partially extracted with a heading and winning combine in diagonal stopes, aligned at the angle of 120-135 degrees to the axis of the extraction chamber and arranged in the staggered order, the length of the stope is accepted as not more than the length of the combine, and transport of coal broken in stopes along the extraction chamber is carried out with a self-propelled car. |
| Method for building halochambers / 2245699 Method involves tunneling horizontal level working with heading machine on earth surface in the base of old salt spoil heap of salt mine. Steel arch support is used for strengthening the level working. The arches are mounted 1 m far from each other. Pit props and cappings of neighboring arches are connected with ties. Lagging of roof and sides of the working is carried out and dressed space is filled with rubble of lick salt pieces. Then, perforated tubes are laid in soil and covered with crushed salt. Halochamber air is saturated with salt particles by pumping air through the tubes to make sodium chloride concentration in the halochamber air be not less than 0.5 mg/m3. |
 Method for extraction of mineral resources / 2247241Method includes open extraction and removal of mineral resource via extraction chambers with preventive blocks between them and following backfill of chambers. Within limits of extracted deposit three working areas are formed: preparatory - for open operations, main - for open and underground operations and final - for dumping and re-cultivation, areas are formed successively with delay concurrently via width and height of bed, while preparatory area is formed discontinuously, with preventive blocks with non-disturbed surface no more than 600 meters long along bed width. During process of open and underground operations working tool of complex is initially placed in position for its longitudinal axis at angle 30-150° in horizontal plane to axis of bed width, during later entries working tool of complex is displaced with altering position of its longitudinal axis in given range of angles with step 0.5-2°, after which procedure in analogical way preparatory blocks are extracted starting from their ends. |
 Fire-hazardous beds development method / 2254466Method involves provision of track and flank drifts, conveyer and vent drifts directed along extraction pillar from both sides thereof and split furnace; forming additional drifts with antipyrogen compositions over the full perimeter thereof and securing thereof with wooden supports; filling additional drifts in recessive order with fine coal particles previously treated with steam; sealing additional drifts with partitions spaced apart a distance equal to daily face advancing. |
 Method for underground part of kimberlite deposit preparation to development / 2263785Method involves cutting open mine by excavation ledges; driving inclined bores outside sliding wedge and ore body; driving paired and horizontal workings connected one to another along lower ledge; driving paired inclined workings to be connected one to another towards lower designed venting and haulage horizons and beginning preparation of ore body for further development along above horizons before horizon opening by driving main opening vertical or inclined workings; driving counter-workings from opened venting and hauling horizons towards main opening workings. |
 Method for cut-and-cover mineral field development / 2265722Method involves performing opencast mining; performing underground preparation and cutting workings; excavating mineral in breakage face; transporting the mineral to day surface in open pits; installing cutting-off support along pillar to be excavated in worked out space at day surface as breakage face moves forward; forming rubble band with waterproofing layer at day surface, wherein rubble band width B is determined as B≥5m, where m is mineral deposit thickness. |
 Ore pass / 2272135Ore pass comprises shaft, loading mouth with sieve installed in the mouth, conveyer belts and discharge means. Conveyer belts are connected to the sieve and spaced from ore pass walls. Elastic sealed shells filled with compressed air are fastened to one conveyer belt along conveyer belt length. Located above the shells are protective shields. Minimal distance between conveyer belt and elastic sealed shells is equal to maximal ore piece diameter. Distance h between adjacent elastic sealed shells may be determined from the following mathematical expression: h=do+12, where do is medium ore piece diameter, m. The elastic sealed shells may be formed of rubber cord. Elastic sealed shells may be shaped as pillows, balls or toroids. |
 Method for technogenic formation neutralization in storage location / 2277169Method involves forming exhaust wells in water-bearing horizon under technogenic formation base; constructing developing net of observation wells in water-bearing horizon to monitor underground water; accumulating under-dump water; extracting minerals from under-dump water to obtain mother solutions; pumping out contaminated underground water to ground surface through exhaust wells in volume, which provides creation of hydrodynamic swirl to prevent contaminated water spread beyond technogenic formation contour and partly evaporating contaminated water on ground surface; forming leaching solutions on the base of mother solutions and residual fraction obtained by contaminated underground water evaporation by additional strengthening thereof with leaching reagents; performing technogenic formation leaching by spraying obtained leaching solutions over the technogenic formation; bringing water-bearing horizon to natural condition thereof by pumping underground water from cater-bearing horizon and treating the underground water and under-dump water to obtain ecologically safe water. |
 Method of combined open-cut and underground steeply pitching deposit development / 2278261Method involves cutting ore body by open-cut mining up to design mark reaching and by open-cut and underground mining up to underground mining mark reaching. During open-cut mining ore body is exposed by inner and outer haulage bench system. During open-cut mining ore is cut by underground excavations in combination with haulage benches. Open-cut works during open-cut mining are carried out with lag interval in vertical direction from underground work equal to not less than working ledge height. Ore located in central ore body part is cut in layers in several steps by blasting down-holes. Ore located in formation-screened ore body part is cut by ascending ring bores drilled from underground excavations. To perform open-cut and underground development recovering excavation is formed in formation-screened ore body part in working pit zone by blasting ring bores drilled from underground excavations. The recovering excavation is expanded in proportion to opened mine work descending by blasting vertical wells at each working step so that subdrilling depth is not less than 1/3 of working step height. |
 Steep mineral deposit development method / 2279544Method involves excavating deposit up to design depth by opened method; cutting ore located under pit bottom in top-down direction by opencast-underground mining method, which is changed for underground-opencast mining method with opened excavated space and with ore movement via ore pass located in deposit center. During opencast-underground mining ore is developed within the limits of rock contour and then ore is cut along with forming platforms and faces having angles of inclination of not more than extreme ore shifting angles. During underground-opencast mining radial blind drifts are created in prepared sublevels and blind drifts are connected with working horizons by cross headings. Ore is cut from the blind drifts by blasting thereof so that inclined platforms for ore delivery to ore pass are created. Angles α of platform inclinations obey the following condition: φ≤α≤γ, where φ is angle of natural rock debris slope, γ is maximal angle of ore face shifting. |
 Method for fractured zone boundary determination in underworked rock massif / 2281393Method involves drilling upward hole from developing entry towards goaf space in several stages along with isolating hole interval under test at each stage and recording hole interval depth; installing partition made as annular diaphragm on hollow drilling tool end at well head; communicating the drilling tool with mine compressed air system through diaphragm and reducer and leaving it at rest; determining air pressure difference inside and outside hole interval by measuring pressure upstream and downstream of annular diaphragm under different pressure values of air flow to be supplied via the reducer; determining air flow velocity at well head from above pressure difference and annular diaphragm orifice diameter; plotting side and upper fracture zone boundaries. |
FIELD: mining.
SUBSTANCE: method involves preliminary preparation of front of preparatory works by furnishing an industrial site, according to a technological scheme of shaft development by means of an underground method, starting from the shaft mouth and the shaft part on depositions by excavation and loading of soil in a working face by means of manual tools, output of soil and delivery of support elements in a disassembled form by end hauling along the shaft with installation of a safety barrier, assembly and installation of metal supports in the working face according to an attachment step with force in the form of a hexagon by electric welding, ventilation by a local ventilation fan and pumping-out of ground water from the working face by means of pumps. First, according to the specified direction towards the industrial site structure there developed from the ground level along depositions is an open trench by means of excavation equipment throughout the length, according to a mining and technical and economic design and a shaft performance certificate, then at the trench bottom in depositions there mounted from the ground level is a mouth and a mine opening - a shaft by hoisting equipment and as erection of mine opening - shaft support advances, the trench is backfilled in depositions with excavated soil so that clearance space is left on the downhole side. With that, shafts are ventilated by natural draft, and water is pumped out by excavation equipment - an excavator bucket together with soil excavation.
EFFECT: simultaneous performance of a mouth and some part of shaft development along depositions by furnishing the industrial site and increase of shaft development rate along depositions and excluding intensive manual labour.
4 cl, 6 dwg
The invention relates to mining, in particular to conduct revealing inclined mines (shafts, slope, brumbelow from the surface) for working off of coal layers.
There is a method of construction inclined mining capital from the surface up to 25 degrees when fitted with cutting, loading machines with drilling installations, formworks and pneumatic paver.
On the surface are constructed:
- technological complex unloading skip;
overpass for unloading;
- ventilator-heater installation;
- compressor;
- transformer substation;
- temporary administrative building plant (1).
The disadvantage of this method is that because of the angle of inclination up to 25 degrees impossible to combine the conduct of the mouth of the barrel on the sediment of the trunk with the equipment surface area (industrial area).
The closest analogue, taken as a prototype, is a method of the inclined trunks with use of the conveyor transport up to 18 degrees.
Surface complex is shown in RIS ibid (2)where build support the building of the overpass, gallery haulage ways, gantry crane, rock hopper, the safety barrier and then start mining on carrying out of the mouth of the barrel to the sediment from dredging hand tools; installing arch metallography manually with a return code or ring, according step mounting with reinforced concrete (W/b) tightening and strengthening specprofile in a hexagon welding with the withdrawal of people from the dead-end mines (smoke), seizure of loading of the soil in the mine hand tools in the trolley, as the deposits of clay flooded, the issuance of soil and delivery of items directly on the development of cable transport, stationary safety barrier at the mouth of the barrel and mobile before slaughter, carried out by the local airing stub generation fans and pumping water from the bottom pumps.
When it involves the following stages of the driving cycle.
At first work is carried out at the shaft until the support is at a height of not hidden under a load and will not install the safety barrier for the terminal haulage, interlocked with the parties on the zero level of the building site, the mouth are open way, initially pushing and pulling spades soil, and when formed the pit bottom breast understands hand tools, mining pick and a shovel, with loading trolley bottom or side unloading installed on downhole the barrier. After dredging one step mounting frame is set lining with hauling concrete tightening. To less collapsed to the ground from the roof framing, pierce pierced with installation of temporary piles. After loading trolley, it is then sent to the trestle zero, where it samoraspustitsya and then it loaded frame lining in the disassembled kind, the lower hoist winch at the end hauling the shaft, where unload and filled with soil from the bottom. The Assembly supports manually are in the mine and established posts of electric welding add posts of the gain in the form of a hexagon or part of it, which depends on the type of lining: arched, vaulted with a return code, the ring, as padding: tubing, reinforced concrete tightening, reinforced concrete.
During welding the people are at a fresh stream of air supplied from local ventilation fans with increasing as prodigene slaughter ventilation pipes or go to the zero point.
Ground water accumulating pumped electric or pneumatic pump from a temporary capacity, on the grounds or in the side of the trunk, in the so-called header or directly from the face.
The disadvantage of the prototype is the consistent conduct of works on equipping of the industrial site at zero with the means of carrying out prior to the beginning of the work on trunks in sediment, with ineffective use of funds of equipment for manual labor in the area of load.
The aim of the invention is to reduce the terms of commissioning revealing inclined mines (shafts) due to combination of holding the mouth and parts production - the barrel to the sediment with the equipment of the industrial site and increasing the speed of conducting trunks on deposits with the exception of labour-intensive manual labor.
This goal is achieved by the fact that pre in a given direction-construction of an industrial site with zero melt on sediment open trench excavation technique for length according hornomecholupska calculation and passport holding trunks, then at the bottom of the trench in the load is mounted with zero mouth and mining production - trunks lifting means and as the construction of mining - barrel back trench fall asleep excavated spoil the abandonment of clearance with the face side, with air trunks natural draught, the water is pumped out by excavation equipment (bucket excavator) together with the excavation.
The Assembly frame support, in the form of arch with a return code, the ring, and others, with a strengthening in the form of a hexagon with electric welding perform at grade level by template section according to the passport of carrying out of the trunks and install assembled with step of installation according to the passport.
The bottom of the trench in section coprophiliac hand tools, according to the profile callback code frame supports, placed along the perimeter of the arch elements of fastening in concrete torque (tubing), then prepared the code sets the frame posts and fix, according to the passport of carrying out of the trunks, end up sinking in the open way a construction zone gain and retain lining in the stalemate of trench-slaughter.
Of the existing mining operations on the layer, trunks underground method are counter-of-mine coal in the seam, thus carry a complete overlapping works on equipment of the industrial site, the driving of open and underground ways revealing mining - trunks.
The way of revealing inclined mines (shafts) is illustrated by the example of two shafts of the existing mine:
Figure 1 - conveyor inclined shaft and transport inclined shaft - type in the plan;
Figure 2 - section of the pipeline axis of the barrel;
Figure 3 - section transport axis of the barrel;
Figure 4 - schematic design pressure in the bulk soil.
Figure 5 - section transport barrel by 2 AA;
6 - section b-B barrel barrier figure 5.
For efficient mining coal seam in the mine field urgently need to trunks of mine on the reservoir to its outlet combine way from the surface of the counter on the sediment load to the output layer.
The project envisages to complete two trunk conveyor 1 and 2 transport the necessary section in the sinking of metallography 3 with gain in the form of a hexagon 4. Taking into account the topography and slope angle of trunks on deposits according to the given direction and slope are part of conveyor trunk 5 and part of the transport 6 open way by taking the trench excavation equipment.
On the site of the tick marks of trunks of open field, there is no electricity.
According to the proposed method work on carrying out of the trunks, without waiting equipped site for holding trunks under the traditional scheme, started according to mine data from the surface (zero) from the top of the trench method, opening the project barrels to the ground (trench) (6) by excavation equipment (excavator type EA and bulldozers) as deepening with the transition to the excavator type "Dragline" (not shown), deep trench to design diagram (figure 4).
Razborova tranches also produce according to the calculation chart (figure 4), the ring supports specprofile gather at zero, enhance and improve the hexagon of specprofile clamps and from welding-mobile welding units SAK. On the resulting bottom 8 trench placed concrete tightening 9 (tubing). Then hoisting vehicles (crane) metallography lowered into the trench assembled and installed, following mounting distance according to the passport. Shape ground return code 10, as deepening of the shafts with ring metallography or reverse arch, and the lower structure (track). At proper distance mount the safety barrier 11, then the upper arch close tightening and arrange the embankment and backfill the trench behind the place of installation of support in the angle of repose of soil from the backfill.
After these trunks on sediment in the bottom left clearance 12 (figure 5) with the surface for air circulation due to natural draft and concrete belt gain and retain 13 in the stalemate of trench-slaughter. Accumulated water in the pit at the bottom of the trench take out together with the excavation (mountain mass) the excavator bucket.
In parallel with the trunks of the trench method for load equip the site, according to the draft manual trunks and bottom when operating the mine on the layer combine way to finish the conduct of trunks by breakthrough with barrels, passed by sediment from the power supply to the industrial site of the shafts, as from the mine and power transmission lines at the substations of industrial site.
In this way within design diagram (figure 4) and the technical characteristics of earth-moving and lifting equipment were completed, part of conveyor trunk 80 m, transport 73 m with the pace of implementation, three times higher than the norm. When conducting the shafts to the opening of a mine field in the absence of underground work from the bottom, sinking, after the equipment of the industrial site and the end of the excavation trench method to load, are according to technological schemes for the project (or combine blasting methods).
Sources of information
1. Construction and reconstruction of coal mines. The subsoil. M. 1983. Str, RIS.
2. Construction and reconstruction of coal mines. The subsoil. M. 1983. Page. 220, RIS.
3. "Instruction on the choice of a frame with a metal preparation lining of mine workings. 1986
1. The method of open-pit and underground drilling opening of mines (shafts), includes preliminary preparation of the front of the preparatory work by the equipment of the industrial site, according to the technological scheme shaft sinking underground method, starting from the mouth of the barrel and end of the barrel on deposits by extraction with loading soil in the mine hand tools, issuance of soil and shipping items lining disassembled end hauling the trunk with the installation of the safety barrier, Assembly and installation of metallography in the slaughter according step mounting with gain in the form of socket welding, ventilation fan of local ventilation, pumping of groundwater from the bottom pumps, wherein the pre in a given direction-construction of an industrial site with zero melt on sediment open trench excavation technique in length, according hornomecholupska calculation and passport holding trunks, then at the bottom of the trench in the sediment mount with zero mouth and mining production - trunk load-lifting means and as the erection of fastening of mountain developments - barrel back trench in the sediment fall asleep excavated spoil with leaving clearance from the face side, with air trunks natural draught, the water is pumped out by excavation equipment - bucket excavator with excavation.
2. The method according to claim 1, wherein the Assembly frame lining, arched-back arch, the ring, and others, with a strengthening in the form of a hexagon with electric welding, perform at grade level by template section according to the passport of carrying out of the trunks and install assembled with step of installation according to the passport.
3. The method according to claim 1 or 2, wherein the bottom of the trench in the sediment in section coprophiliac hand tools, according to the profile callback code frame supports, placed along the perimeter of the arch elements of fastening in concrete torque (tubing), then prepared the code sets the frame posts and fix, according to the passport of carrying out of the trunks, end up sinking in the open way a construction zone gain and retain lining in the stalemate of trench-slaughter.
4. The method according to claim 1, characterized in that of the existing mining operations on the layer trunks underground method are counter-of-mine coal in the seam, thus carry a complete overlapping works on equipment of the industrial site, the driving of open and underground ways revealing mining - trunks.