31results about How to "Reduce the rate of penetration" patented technology

The utility model relates to a longwall coal mining method fully mechanized mining technology, which involves underground coal mining, and is suitable for longwall mining of stable coal seams, hard roofs, no faults, gently dipping medium-thick coal seams and thick coal seams. Arrange hydraulic supports, scraper conveyors, and roller shearers on the longwall fully mechanized mining face, and arrange trough loaders and retractable belt conveyors on the transport lane. The fully mechanized mining face adopts super-long layout, that is, the face length is arranged according to the length of two fully mechanized mining faces. Two shearers are used, riding on the same scraper conveyor, to cut the coal walls of the upper half and the lower half respectively. The middle roadway can also be arranged in the middle of the super-long fully mechanized mining face as a transportation roadway; a scraper conveyor is arranged on the upper half and lower half of the fully mechanized mining face for opposite transportation to form a fully mechanized mining face. The invention further excavates the production potential of the longwall fully mechanized mining face, improves the output and work efficiency, and makes the production centralized; while realizing high output and high efficiency, it reduces the roadway excavation rate, reduces the loss of coal pillars, and improves the resource recovery rate; full mining is beneficial to the ground surface sink.

The invention discloses a method for coal mining to the greatly oblique coal layer, comprising two steps: designing the method and back producing technique, placing slit flexible shielding support in the coal layer of 8-10m and deciding return airway and cutting point; the back producing technique includes enlarging airway, installing support, put down support and desinence of working face, etc. The method has simple operational steps as well as remarkable economic benefit.

The invention provides a large-mining-height dual-fully mechanized mining face stoping process. The stoping process comprises the following steps: (1) determining whether the coal-seam thickness of a mining area of a working face to be mined is within the range of 3.5-7.0m, whether the geological structure is simple and relatively stable in thickness and whether the inclination angle is smaller than 12 degrees; and (2) arranging three parallel stoping tunnels in a main tunnel of a vertical mining area, communicating every two adjacent tunnels by use of an open-off cut to form a large-mining-height fully mechanized mining face, and then forming a left large-mining-height fully mechanized mining face and a right large-mining-height fully mechanized mining face, wherein the dip separation of the two faces is determined according to a formula as described in the specification. The large-mining-height dual-fully mechanized mining face stoping process is used for solving the technical problem that the large-mining-height fully mechanized mining face is incapable of breaking through the yield of 10 million tons / a to a large extent, and meanwhile, provides the enough security guarantee and cost control.

The invention provides a mining method for a long wall working face of an ultra thick seam, and belongs to the technical field of coal resource mining. The method comprises the steps that firstly, the ultra thick seam is divided into a top layer, a middle layer and a bottom layer; then mining is carried out on the top layer by adopting a comprehensive mechanized coal mining method, and a top screen monitoring system, a displacement monitoring system and a pressure monitoring system are arranged on a goaf bottom plate of the top layer synchronously in a paved mode; after the mining carried out on the top layer is finished, the migration condition of a top plate of the ultra thick seam is analyzed, the mining is carried out on the bottom layer, and finally the mining is carried out on each layer from bottom to top gradually until complete mining is carried out on the ultra thick seam. According to the method, a laneway arrangement system is simple, the refuse rate of raw coal is low, the economic benefit is obvious, and it is achieved that safe, efficient and reliable mining can be carried out on the ultra thick seam with the thickness which reaches above 20 m.

The invention discloses a method for repeated-mining a stopping-line coal pillar in an extra-thick coal seam residual mining area and filling an extra-thick coal seam with layered pasty fluid. The method for repeated-mining the stopping-line coal pillar in the extra-thick coal seam residual mining area and filling the extra-thick coal seam with the layered pasty fluid comprises the steps that 1, the thickness of an extra-thick coal seam is determined according to mine data, and the mining thickness of each separated layer is determined; 2, comprehensive detection is conducted on an original working face gob, and existing potential safety hazards are eliminated; 3, roadway tunneling is conducted on a layered coal seam of the upper portion of the stopping-line coal pillar of the extra-thick coal seam; 4, the end of an original mining roadway of the extra-thick coal seam is blocked off; and 5, mining with filling is conducted on each layered coal seam. According to the method for repeated-mining the stopping-line coal pillar in the extra-thick coal seam residual mining area and filling the extra-thick coal seam with the layered pasty fluid, the amount of pressed coal of the stopping-line coal pillar of the extra-thick coal seam is reduced, waste of coal resources is reduced, and the potential of the coal resources is fully released; and the economic benefits of coal enterprises are improved, the resource pressure of the coal enterprises is relieved, and the lives of a mine and a mine lot are prolonged.

The invention discloses a method for filling a gas near a roadway of coal mine gob-side entry retaining, comprising the following steps: firstly, arranging a gas pressurization room on the ground; then, arranging a gas booster pump in an underground mining area haulage roadway 3; arranging a cylinder rubber air sac as high as the mining height on one side close to a goaf along the gob-side entry retaining behind a coal face; aerating the cylinder rubber air sac arranged on one side close to a goaf by the gas booster pump until roof contacting; when the pressure gage of the gas booster pump displays that the pressure reaches the stress of a primary rock, stopping aerating, sealing the cylinder rubber air sac to finish the aeration operation of one cylinder rubber air sac; and when the coalface is continuously advanced, continuously arranging one cylinder rubber air sac behind one aerated cylinder rubber air sac every time the coal face is advanced by one step, and aerating one by one until one exhausting body on one side of the goaf 5 along the gob-side entry retaining 6 is filled and supported. The method is simple, is convenient to operate and has the advantages of small labor intensity of workers and good supporting effect.

The invention provides a thin coal seam non-pillar-advancing coal mining method, which includes: determining the mining area, arranging roadways, arranging working areas, mining and filling, and complete mining. The advanced coal mining method without coal pillars in the thin coal seam provided by the present invention has the following beneficial effects: the coal mining system is simple in layout, two working faces can be mined at the same time at one time, and the production efficiency is high; the working face adopts the advanced mining process, and three roadways Serving two working faces at the same time, the roadway excavation rate is low, the coal output speed is fast, and it is beneficial to relieve the tension of mining continuity; the solid waste storage space formed by the skip mining method has a regular shape, and both sides are solid structures, which are easy to form regular Filling body; the goaf is used as a solid waste storage space to realize the effective use of underground waste space, reduce the mine pressure, reduce the difficulty of retaining roadways, and prevent surface subsidence; no coal pillars are left in the working face, which improves the recovery rate of coal resources .

The invention discloses an intelligent mining technology integrating mining, transportation, support and communication, which effectively reduces the excavation engineering volume of semi-coal and rock roadways by simplifying the layout of the working face, adopts double-drum coal cutters, scraper conveyors that can turn at right angles, and automatic loading and unloading Automatic equipment such as vertical support and telescopic air duct realizes unmanned working face mining with coordinated control of mining, transportation and support; compared with traditional mining, this method has the advantages of simple working face layout, low roadway excavation rate, high coal recovery rate, and equipment automation. High, safe and efficient intelligent mining and other characteristics, has broad prospects for promotion and application.

The invention discloses a method for retaining a gateway along a goaf in a fully mechanized caving face of a high gas three-soft unstable coal seam. The method comprises the following steps: 1, usinga constant resistance anchor cable to reinforce and support an original shed supporting soft roof; 2, constructing, cutting a top hole, and implementing presplitting blasting on a top plate of a sidegateway of the goaf 50 meters ahead of a working face; 3, constructing a pedestrian access on the gateway retaining side of the original shed supporting soft roof; 4, supporting a top cover near the gateway retaining side of the working face and laying a wire gauze; 5, laying the wire gauze in the goaf behind a working face frame; 6, enabling a presplit gangue to automatically fall and stack underthe action of the mine pressure until reaching a hard top plate rock at the upper end and forming a gangue wall; 7, using single props to reinforce and support in a dynamic pressure bearing area of the working face; 8, spraying a concrete or not spraying the concrete on the surface of the wire gauze and the gangue wall according to the condition of air leakage of the working face; 9, sequentiallydismounting the single props in a gateway forming stable area, and continuing to circulating the above steps until the whole operation of retaining the gateway along the goaf is finished. The supporting mode is simple, the cost is relatively low, and the gateway is efficiently retained.

The invention discloses a mining method of mining resources by subsection and full mining and partial filling. The mining method specifically comprises the steps that a plurality of fully mechanized working faces and filling working faces are alternately arranged at intervals in a mining block section, and stoping of coal resources is carried out by adopting a method of full mining and partial filling; the width of the filling working faces is 30-60m, and transportation roadways and return airways of the filling working faces are reserved by using a gob-side entry retaining technology and usedas transportation roadways or return airways of the adjacent fully mechanized working face; and the width of the fully mechanized working faces is 4-6 times of that of the filling working faces, anda backward-type caving method is adopted for mining. The mining method combines the advantages of fully mechanized mining and filling mining, the problems of strong mine pressure appearance and largedeformation of a gob-side entry in deep high-stress environment are fundamentally solved, the gob-side entry deformation, the segment coal pillar loss and the roadway driving rate are can reduced, solid wastes such as gangue and fly ash are simultaneously processed, and safe, efficient and green mining of coal can be realized.

The invention discloses a gob-side entry support method for a small-area thin coal seam blast mining face. The small-area thin coal seam blast mining face is supported by an I-shaped steel shed and wood, and a single hydraulic prop is used. To strengthen the support, the support method adopts the following steps: (1) Advance support: add bolts on the advance blast mining face in the trough; erect the I-shaped steel shed on the advance blast mining face; (2) lag support Protection: After the erection of the I-shaped steel shed is completed, a single hydraulic prop is erected to strengthen the support at the lagging blast mining face; Just carry out charging and put the top when falling. The present invention uses the I-shaped steel shed, the single pillar, and the top of the charge to carry out the alley retention. The gobside entry retaining has low investment, quick effect, high benefit and high safety factor, and is one of the extremely beneficial ways to enhance mine safety production.

The invention relates to a mining method for mining an inclined manganese mineralization bed in an ore body through a mobile shield support. The method comprises the following steps: exploring the orebody, tunneling a return airway and a transportation roadway as well as a mining roadway communicated with the transportation roadway in the ore body, arranging a shield support in the mining roadway, forming a working space and a mobile shield support in the shield support, enabling the working space to move along a stope face, mining manganese ore in the working space, and transporting the orevia the transportation roadway. With the adoption of the technical scheme in the invention, only the return airway, the transportation roadway and the mining roadway need to be tunneled, the mining operating process is simplified, the drifting operating time is saved, and the labor efficiency is improved. Therefore, fresh air can continuously flow into the mining roadway via the return airway or the transportation roadway, and the operating environment and operating safety in the return airway are ensured, so that continuous mining operations can be ensured due to the mining operation of the inclined manganese mineralization bed, the mining operation efficiency is improved, the shield support can be repeatedly used, and the supporting raw materials are saved.

The invention provides a method for mining coal from a heavy pitch thick coal seam in a horizontal and segmental short wall manner. The method comprises the following steps of: supporting and caving coal by using a top coal caving hydraulic support in a work surface; drilling holes, blasting coal, and conveying the coal with a scraper conveyor; performing gob-side entry retaining by using a prefabricated metal shed or a plastic bucket. The coal-mining method can realize mechanical mining of the heavy pitch thick coal seam, greatly improves yield and efficiency of the working face and ensures safe production.

The invention discloses a layered mining method of an ultra-thick coal seam and belongs to the field of safe and efficient mining of the ultra-thick coal seam. The layered mining method includes the steps of layering, layered mining, coal chute digging and reservation layer releasing. In the layering step, the thickness of every layer is required to meet the caving mining thickness in an existingmining technology condition, and the reservation layer above the layers is required to fill a goaf after falling and bulking; in the process of layered mining, the fell reservation layer is not recovered temporarily and is enabled to fill the goaf; coal chutes are dug behind a bottom layer working face by a certain distance and are dug in a coal layer bottom plate, lower portions of the coal chutes are connected with coal conveying roadways, and the quantity of the coal chutes meets the requirement on coal discharging in the later period; the reservation layer releasing is performed after bottom layer working face advance till the ultra-thick coal seam is mined completely. The layered mining method has the advantages that overlying strata is less disturbed, coal conveying roadways are avoided from being damaged and influenced by upper layer mining, safe and efficient mining of the ultra-thick coal seam can be realized, and high practicability and generalization performance are achieved.

The invention provides a coal mining method for pre-mining layered broken top coal in the middle of an extra-thick coal seam, belonging to the field of coal mining. The method includes firstly arranging a longwall working face in the middle of the coal seam for pre-mining a 3-7m coal seam, then the coal body in the upper part of the coal seam is fully broken under the action of mine pressure and gravity, and the broken coal body falls on the unmined coal body in the lower part of the coal seam; In the future, reserve 2-3m top-coal at the lower part of the coal seam to arrange fully-mechanized caving working face for top-coal caving mining. The height of coal cutting is generally 3-5m, and the reserved 2-3m top-coal and broken caving The coal body in the upper part of the coal seam is released at the coal outlet of the hydraulic support of the fully mechanized caving face at the lower part of the coal seam, and is transported out of the working face by the conveyor behind the support. The thickness of the coal seam can reach 40m at one time. The method of the invention gives full play to the advantages of fully mechanized mining and fully mechanized caving mining, has the advantages of less layering, low roadway excavation rate, high recovery rate, and less times of moving and reversing the working face, and has important guidance for safe and efficient mining of extra-thick coal seams significance.

The invention discloses a concrete modular gob-side roadway support structure for mining without coal pillars, which belongs to the technical field of mineral resource mining; on the basis of the technology of flexible mold concrete gob-side roadway retention, a concrete modular gobside roadway for mining without coal pillars is proposed. Empty roadway support structure, the concrete modular wall consists of three parts: the upper roof unloading module, the middle wall layer module, and the lower foundation module, wherein the roof unloading module includes the roofing intermediate concrete module and the roofing concrete module 1. A concrete module connected to the roof gap, the top surface of the wall layer module is provided with a plurality of strip-shaped semicircular protrusions and semicircular grooves to prevent the module from sliding; The number of excavated roadways reduces the cost of roadway maintenance, and the modular concrete can be recycled and reused, which greatly reduces the support production cost.