2118results about "Underground mining" patented technology

A mining, releasing and filling process flow collaboration method for a nearly-upright super-thick coal seam belongs to the technical field of coal mining and comprises the following steps: dividing the nearly-upright super-thick coal seam into a plurality of sections, respectively establishing a low-level mining and releasing system at the bottom of each section, and respectively establishing a high-level filling system at the horizontal position of the top interface of each section; comprising a coal mining period and a filling period, after the low-position mining and caving system is established, coal mining and caving are carried out through a coal mining machine and a support in the coal mining period, in the machine following and support moving process, a novel support synchronously lays a separation net on a goaf, and after a filling step pitch is pushed forwards, the novel support unfolds slurry blocking cloth; then filling slurry is injected into the goaf through a high-position filling process roadway, a filling chamber and a filling hole in sequence, the stability of nearly upright surrounding rock is maintained, and it is ensured that the mining depth is safely extended; the method effectively solves the problems of difficulty in prevention and control of surrounding rock instability, difficulty in control of cutting type subsidence and low recovery rate of coal resources in the existing horizontal section fully mechanized caving mining method of the steeply inclined nearly-upright extra-thick coal seam.

The invention discloses a goaf CO2 sealed storage warehouse construction and grouting filling fire preventing and extinguishing method, and belongs to the technical field of goaf filling. The goaf CO2 sealed storage depot comprises a CO2 storage depot unit, a solid waste filling column and inflation-grouting equipment, an inflation bag is arranged in the CO2 storage depot unit, the inflation bag is movably connected in the CO2 storage depot unit, the CO2 sealed storage depot is constructed in the goaf through the inflation bag, alkaline solid waste and mineralized slurry, and the storage depot is used for supporting a roof rock stratum and storing CO2. Large-scale recycling of the alkaline solid waste can be achieved through the sealed storage warehouse, the storage warehouse is used for supporting the goaf roof rock stratum and storing CO2, the roof rock stratum is prevented from collapsing and endangering mine production safety, CO2 emission is reduced, the greenhouse effect is improved, and cooperative treatment of goaf fire and CO2 storage is achieved.

The invention discloses a steeply-inclined nearly-upright extra-thick coal seam horizontal section fully-mechanized caving filling mining method, and relates to the technical field of coal mining. The method includes the following steps that the nearly-vertical super-thick coal seam is divided into different mining levels of 20-40 m, a low-position mining and releasing system is arranged at the horizontal position of the junction of a current section and a lower section, a high-position filling system is arranged in a top plate or bottom plate rock pillar at the horizontal position of the junction of the current section and an upper section, and the coal seam of the current section is mined through a fully-mechanized caving mining method; along with advancing of the coal face, a separation net and slurry blocking cloth are laid on the goaf through a net laying and slurry blocking support; a suspended cavity space detection characterization robot arranged in the high-position filling system is used for carrying out goaf space detection; the method comprises the following steps: dividing a nearly upright extra-thick coal seam into different sections for section mining, performing in-situ grouting filling on a subsequent mining space in the mining process, forming a stable filling interface in a goaf, fundamentally weakening stress concentration and reducing energy accumulation, and realizing collaborative proceeding of filling and coal mining.

The invention discloses a filling disaster prevention and control green mining method for a nearly-upright extra-thick coal seam, and relates to the technical field of coal mining. The method includes the following steps that the nearly-vertical super-thick coal seam is divided into different sections according to the thickness of 20-40 m; all the sections are mined through a fully mechanized caving mining method, after the coal face is advanced by 8-10 m, namely a mining and filling step pitch, slurry blocking cloth is arranged on a top coal caving filling mining hydraulic support, and a separation net is laid in a goaf; grouting and filling are conducted on the goaf through the high-position process roadway; the nearly vertical coal seam is divided into a plurality of horizontal sections, the descending mining sequence is adopted, goaf timely filling is matched, rock stratum movement can be precisely and cooperatively controlled, steeply inclined rock stratum displacement and deformation caused by coal seam mining are effectively reduced, surrounding rock stress is remarkably weakened, earth surface deformation is controlled, and compared with a traditional mining mode, the mining efficiency is improved. And the risk of coal rock dynamic disasters is greatly reduced.

A ground-underground cooperative area weakening based rockburst prevention and control method for a thick and hard roof. The method comprises: first obtaining spatial distribution characteristics of a hard roof; then on the basis of the spatial distribution characteristics of the hard roof, obtaining different types of fracturing prevention and control target horizons and five fracturing prevention and control patterns corresponding thereto, wherein the five fracturing prevention and control patterns comprise: a low-position single thick and hard roof horizon, a low-position composite hard roof horizon, a high-low position composite thick and hard roof horizon, a high-position composite thick and hard roof horizon, and a high-position single thick and hard roof horizon. The method can fundamentally and comprehensively solve the problem of rockburst hazards induced by a thick and hard roof.

The invention belongs to the technical field of safe mining of coal mines, and relates to a hydraulic fracturing roof-cutting entry retaining method based on a crushing agent, which comprises the following steps of: calculating to obtain a target fracturing horizon height h of roof-cutting entry retaining according to a working face height M and a residual crushing coefficient KZ of a roof; calculating the crack initiation pressure P of a target fractured position of the roof-cut entry retaining according to the rock stress P * and the tensile strength R of the rock at the fractured position of the roof-cut entry retaining; drilling is conducted according to the drilling position, the drilling length L and the drilling angle alpha; the prepared BC-efficient soundless cracking agent flowable pasty slurry is injected into a drill hole through a hydraulic fracturing system and is fractured at a target fractured layer, and after the BC-efficient soundless cracking agent flowable pasty slurry is subjected to standing reaction, the drill hole is fractured for multiple times in a single-hole retreating mode. The problems that a large amount of water resources are consumed, the rock permeability is possibly increased due to high-pressure water injection, and mine water disaster hidden dangers are caused are solved.

The invention provides a safe, efficient and high-recovery-rate segmented medium-length hole mining method, and belongs to the field of underground mining. Firstly, presplitting blast holes are formed in rock drilling roadways at the bottoms of stopes, ore bodies at the boundaries of every two adjacent stopes are divided into triangular jambs, and the presplitting blast holes are charged at intervals and subjected to blasting presplitting; separating the top boundary of the triangular jamb from the mining lower boundary of the stope, performing blasting recovery and filling on the triangular jamb, and performing blasting recovery and filling on the normal ore body of the stope. According to the method, the bottom structure of the stope is optimally arranged, ore body mining boundary control is achieved, meanwhile, the stoping sequence is adjusted in a matched mode, ore resources pressed and covered in a triangular pillar area are effectively recycled, construction safety is guaranteed, the situation of mining under a filling body is avoided, and the mining efficiency is improved. And the lean loss index of ore resource recovery is accurately controlled, and the recovery of the triangular jambs and the normal recovery of the stope are orderly linked, so that the efficient production of the stope is realized.

The invention belongs to the technical field of equipment control systems, and discloses a deep well mining equipment intelligent control system which comprises a multi-source data sensing module, a decision module and an equipment cooperative control module. The multi-source data sensing module comprises a distributed Internet of Things sensing unit, an InSAR remote sensing detection unit and a data fusion gateway unit. The decision-making module receives the multi-source signal and comprises a prediction unit, an optimization unit and a regulation and control unit, the prediction unit processes the multi-source signal and outputs a height prediction signal and an aquifer penetration risk signal, and the optimization unit processes the multi-source signal and the height prediction signal to obtain an optimal grouting signal; and the regulation and control unit defines a water retention constraint condition according to the multi-source signal and outputs a safe mining threshold value. According to the intelligent control system of the deep well mining equipment, the problems of water resource loss and pollution caused by traditional deep well mining operation can be solved.

The invention discloses a high gas impact ground pressure mine island working face blasting pre-pressure-relief scour prevention method which comprises the steps that a scour inducing key layer in a top plate above an island working face is determined, a top plate pre-splitting pressure relief roadway with specific construction parameters is arranged in the scour inducing key layer, and by means of the mode, elastic deformation accumulated in the scour inducing key layer can be effectively reduced, and one-time pressure relief can be achieved; then, a plurality of blast holes with specific parameters are constructed from the roof presplitting pressure relief roadway to the inducing key layer, finally, the blast holes are sectioned according to the hole depth and sequentially blasted, energy release of each time of blasting is accurately controlled through sectioned blasting, meanwhile, continuous pressure relief is achieved in time and space through sectioned blasting, and the blasting efficiency is improved. The stress of the inducing key layer is effectively released to realize secondary pressure relief; through mutual cooperation of primary pressure relief of the roof presplitting pressure relief roadway and secondary pressure relief of segmented blasting of the blast hole, the mine roof type impact risk facing high gas, an island working face and mining rock burst is effectively reduced, and subsequent safe mining of the island working face is guaranteed.

The invention provides a rock burst and mine earthquake collaborative treatment method based on regional fracturing, and the method comprises the following steps: selecting a working surface, determining a plurality of rock burst control layers with rock burst risks, then determining a plurality of mine earthquake control layers with mine earthquake risks, and determining a plurality of mine earthquake control layers with mine earthquake risks; performing main control layer analysis on all the rock burst control layers in the fissure zone preferentially to determine a multi-stage rock burst main control layer, performing main control layer analysis on all the mine earthquake control layers above the fissure zone to determine a multi-stage mine earthquake main control layer, and performing logging correction analysis; according to the length and width of the working face, the thickness of the rock burst control layer and the number of the mine earthquake control layers, the layout design of separate layer fracturing is determined, the treatment method achieves comprehensive prevention and control of the mine area risk, the treatment effect on the rock burst and the mine earthquake is remarkable, the disaster risk is reduced, and a powerful guarantee is provided for mine safety production.

The invention relates to a safe stoping process based on a weak rock mass condition, which comprises the following steps: S1, through three-dimensional geological modeling and crustal stress field measurement, dividing geological units and determining differentiated stope structure parameters; s2, layered stoping, wherein the stope advancing speed is dynamically adjusted according to the ground stress real-time monitoring data; s3, layered filling operation is implemented, a shape memory alloy wire mesh is preset in a filling body, and a grouting channel is reserved in the contact face of the filling body and the surrounding rock; according to the method, through a dynamic correlation model of crustal stress real-time monitoring and propelling speed, the crustal stress change rate is directly converted into a mining parameter adjustment instruction, and dynamic balance of mining strength and crustal stress release is achieved; multi-dimensional data such as ground stress, micro-seismic energy and displacement are collected in real time, data are fused through an algorithm, rock mass mechanical parameters are inverted, a numerical model is optimized, and regulation and control schemes such as stope advancing speed, supporting parameters and filling ratio are automatically generated based on a model prediction result.

The invention discloses a V-shaped mine collecting trench construction method for improving the stability of a roadway in an ore pillar, which comprises the following steps of: constructing a plurality of rows of upward fan-shaped blast holes along the trend of a stope, and adding an empty hole in the middle position of each of the left side hole and the right side hole in the adjacent rows of fan-shaped blast holes; the fan-shaped blast holes are filled with explosives, and newly-added empty holes are not filled with explosives; and the cutting raise is used as a blasting free surface, and the fan-shaped blast holes are detonated row by row in several times to form the V-shaped mine collecting trench. According to the method, through cracks are formed along the center connecting lines of the side holes under the guiding effect of the newly-added empty holes during fan-shaped hole blasting, cutting of the V-shaped boundary is completed, damage of fan-shaped blast hole blasting to ore pillar rock mass is reduced, and the purposes of improving the integrality of ore removal roadway surrounding rock and the stability of an ore removal roadway are achieved. The V-shaped ore collecting trench construction method is suitable for V-shaped ore collecting trench construction of a stope bottom structure of an open stope subsequent filling mining method, damage to ore pillar rock mass can be weakened in the V-shaped ore collecting trench construction process, and then the stability of an ore removal roadway is improved.

The invention discloses a section-block section-strip high-strength low-carbon mining method and system suitable for a high and cold high-altitude mining area. The method comprises the steps that a strip mine is divided into N independent mining sections in the advancing direction; on the basis of a mine multi-source multi-level three-dimensional geological refinement model, ore block sections and rock block sections are divided in each independent mining section; dividing a grade strip and a rock strip; carrying out differential process chain matching according to grade strip and rock strip division results; and dynamically updating the boundary of the strip through real-time geological data feedback, cooperatively scheduling mining equipment to execute a mining task, acquiring mining surface grade data in real time, and updating the boundary of the ore block section and the rock block section. The method has the remarkable effects that a grade feedback mechanism is designed to update the mining mode in real time, and high-strength low-carbon mining of mineral resources in the high-cold and high-altitude mining area is realized.

An integral frame-type machine body structure of a coal mining machine, and an integral frame-type intelligent coal mining machine. A structure in which an integral frame-type framework is welded to articulated frames is adopted, and the frame-type framework is configured to be of a transverse drawer-type structure, thereby achieving high interchangeability. The articulated frames are symmetrically distributed on a left side and a right side of the frame-type framework and are welded and connected to the frame-type framework; and a top plate (16) and a bottom plate (14) are fixedly arranged at an upper part and a lower part of the frame-type framework, respectively, external traction transverse plates (9) are fixedly arranged on the left side and the right side of the frame-type framework, and several intermediate vertical plates are fixedly arranged between the top plate (16) and the bottom plate (14), which are located an upper side and a lower side of the frame-type framework, to divide same, so as to obtain a plurality of cavities. The modularization rate of the coal mining machine is improved, thereby improving the interchangeability, facilitating underground maintenance and overhaul, and enhancing the matching adaptability; in addition, the force-bearing condition of the coal mining machine during the working process is improved, and the reliability of a transmission system of the coal mining machine is enhanced.

The invention provides a hydraulic fracturing fracture net distribution form near-field monitoring method, which comprises the following steps of: arranging a plurality of roof monitoring holes in roadways on two sides of an underground coal mine working surface, installing electromagnetic signal sensors in each roof monitoring hole and on anchor rods of roadway stoping sides, and constructing a full-space monitoring network covering a hydraulic fracturing layer; a data interpretation processing module of the electromagnetic signal time-shifting imaging analysis system comprises a multi-field coupling mathematical model for analyzing and deducing real-time imaging of electromagnetic signals; in the hydraulic fracturing process, an electromagnetic signal sensor is used for monitoring a current field, an electromagnetic field and an ion diffusion field in the rock mass fracture development and expansion process, a monitoring result is substituted into an electromagnetic signal time-shifting imaging analysis system for calculation and feature value extraction, and the fracture net distribution form is deduced through the feature value. According to the invention, the expansion path of the fracturing fluid in the rock stratum can be monitored in real time, the three-dimensional distribution form of the hydraulic fracturing fracture network can be inverted, and a new technical support is provided for the inspection of the hydraulic fracturing pressure relief effect of the underground coal mine.

The invention discloses a combined well spacing method for a ground vertical well and an underground horizontal well, which comprises the following steps of: determining estimated fracturing information of the vertical well and estimated fracturing information of the horizontal well according to acquired fracturing construction information of a surrounding mine; the width of the to-be-mined working face and the lateral mining-induced fracture range of the mined working face are obtained, vertical well construction information is determined according to the width of the to-be-mined working face, the lateral mining-induced fracture range and vertical well estimated fracturing information, fracturing construction is conducted on the thick and hard roof based on the vertical well construction information, and the vertical well fracturing range of a ground vertical well is obtained; and horizontal well construction information is determined according to the horizontal well estimated fracturing information and the vertical well fracturing range, and fracturing construction is conducted on the impact main control rock stratum based on the horizontal well construction information. According to the combined well spacing method for the ground vertical well and the underground horizontal well, the well spacing scheme that the ground vertical well and the underground horizontal well are matched with each other is adopted, sufficient fracturing and pressure relief can be conducted on a thick and hard top plate, and cooperative prevention and control over rock burst and mine earthquake disasters are achieved.

The invention relates to a deep stratum well hole and cave mining system and method, the system comprises a traffic well hole system, the traffic well hole system is provided with at least one well hole smaller than 1 m, an internal channel formed by the well hole is communicated with a cave formed by excavation, and the internal channel formed by the well hole is configured to be a flow-back channel and / or an injection channel; the well hole and cave mining device is provided with a crushing assembly and / or a cleaning and transporting assembly, the crushing assembly is used for carrying out form-controllable mining on the ore on the cave rock wall surface, and the cleaning and transporting assembly is used for cleaning ore particles in the cave or transporting the ore particles to the flowback channel; and the particle flow lifting system is used for lifting the extracted ore particles out of the well through the flow-back channel. The technical problems that when caves of deep stratums are mined, the supporting effect is poor, and the ore particle clearing and transporting efficiency is low are solved, and large-scale and high-efficiency mining operation can be conducted on the deep stratums or non-hard stratums.

The invention discloses a mining section coal pillar goaf side concrete wall reinforcing method, and relates to the field of coal mining, and the method comprises the following steps: collecting section coal pillar geological parameters; calculating a boundary position of a plastic zone according to geological parameters of the coal pillar, and dividing the coal pillar into a broken zone, a fractured zone and an original structure zone; basic roof strata are determined according to geological parameters of the coal pillar, the bearing capacity of the basic roof strata is calculated, the basic roof strata with the minimum bearing capacity serves as a roof cutting target layer, and the hydrofracture roof cutting drilling depth needed for penetrating through the target layer is determined; the broken area range serves as the influence range of surrounding rock pressure calculation, the static load q applied to the concrete wall by the surrounding rock pressure is calculated, the static load q is corrected through a dynamic load coefficient, and a supporting load Q is obtained; and according to the support load Q, reinforcement parameters are determined. Aiming at the surrounding rock deformation and instability of the adjacent roadway on the section coal pillar gob side under the deep well mining condition, the method effectively controls the surrounding rock deformation and instability of the adjacent roadway caused by working face mining disturbance.

The invention relates to the field of coal mine equipment cooperative control, in particular to a multi-equipment cooperative control method and system for coal mine work. The method comprises the following steps: collecting mine multi-dimensional environment monitoring parameters in real time; environment change trend sensing and environment area distribution positioning are carried out, and an environment trend sensing distribution diagram is constructed; real-time operation state parameters of the drilling machine are obtained, maximum safe mining rate calculation and drilling power adjustment are carried out according to the environment trend perception distribution diagram, and maximum drilling power parameters are generated; according to the maximum drilling power parameter, the ore removal amount in the period is predicted, synchronous carrying coordination is carried out, and a dumper synchronous carrying coordination parameter is obtained; and calculating the latest depth of the drilling machine according to the environment trend perception distribution diagram, and performing environment air quality evaluation to generate a position air quality evaluation value of the drilling machine. By intelligently coordinating a plurality of pieces of coal mine equipment, the overall operation efficiency and safety of a coal mine are improved.

The invention provides a broken thick and large ore body combined mining method based on medium-length hole blasting and drift type cooperation, and belongs to the field of ore body mining. Firstly, an ore body is segmented and partitioned, blocks are formed in a three-dimensional space, then the blocks are alternately operated through sequential control, meanwhile, the positions of a pre-splitting area and a recovery area are limited in the space, and the positions of the pre-splitting area and the recovery area are determined; and safe and efficient mining of the broken thick and large ore body is realized in cooperation with a medium-length hole subsection presplitting blasting and drift stoping process. According to the method, on the basis that the broken thick and large ore body is segmented and partitioned, and time sequence and space regulation and control are conducted on operation of the blocks, medium-length hole blasting is used for presplitting the ore body, controllable caving lumpiness is formed, direct disturbance to a recovery area is reduced, caved ore is efficiently recovered by adopting access road type mechanical equipment, and the recovery efficiency is improved. The large-scale caving advantage of the medium-length hole sublevel mining method is exerted, safe and efficient recovery of the broken ore body is guaranteed through drift type mining, and remarkable technical breakthrough is achieved.

The invention relates to a deep stratum well hole and cave mining system which comprises a traffic well system at least provided with two well holes communicating with a cave, a through-well-hole three-dimensional mining device and a control mechanism, the traffic well system is provided with a flow-back channel and an injection channel, and an internal channel formed by the well holes is configured to be a flow-back channel and an injection channel. The through-hole three-dimensional excavating device is used for carrying out form-controllable excavating on the cave; the through-well-hole three-dimensional filling device and / or the through-well-hole three-dimensional cleaning and transporting device are / is provided with a control mechanism, and the through-well-hole three-dimensional filling device conveys flow-state filler to the cave to conduct controllable-state filling so as to reduce the free space size of the cave; and the three-dimensional cleaning and transporting device for passing through the well hole is provided with a control mechanism, and the three-dimensional cleaning and transporting device for passing through the well hole cleans ore particles in the cave or transports the ore particles to the flowback channel, so that the circulating fluid discharges the ore particles out of the cave through the well hole. According to the invention, safe and efficient mining operation of a deep stratum can be realized.

The invention relates to the technical field of evaluation and real-time optimization systems, and discloses a deep fluidized mining dynamic disaster prevention and control effect intelligent evaluation and real-time optimization system which comprises a data acquisition module used for acquiring monitoring data in real time through a multi-source sensor network arranged in a stope, a fluidized medium and surrounding rock, and an intelligent analysis module used for analyzing the monitoring data in real time. And the construction module is used for constructing a comprehensive evaluation index system comprising a statics index, a dynamics index and a stability index based on the monitoring data. The intelligent evaluation and real-time optimization system for the dynamic disaster prevention and control effect of deep fluidized mining breaks through the limitation of traditional single index evaluation, constructs a comprehensive evaluation index system covering statics, dynamics and stability by integrating stress, microseismic, acoustic emission, displacement and other multi-source sensor networks, and improves the dynamic disaster prevention and control effect of deep fluidized mining. A deep learning model is used for carrying out fusion analysis on mass heterogeneous data, and multi-dimensional precursor information of disaster inoculation can be disclosed.

The invention provides a coal mine underground driving working face outburst prediction method, which comprises the following steps of S1, arranging drill holes at equal intervals along the inclination direction of a working face, and forming a top cutting angle between the drill holes and the working face; s2, establishing a numerical model of the non-through pre-splitting top cutting surface of the roadway roof in FLAC3D software; s3, N groups of drilling hole top cutting angles are set in the numerical model for non-through presplitting blasting effect simulation, and the needed drilling hole and working face top cutting angle is selected; s4, a pre-generated crack is manufactured in the overlying strata key layer at the drilling position in a blasting mode, and an advanced non-through pre-splitting top cutting face is constructed; s5, the length of a pre-generated fracture formed in the overlying strata key layer is calculated, and the drill hole interval is determined according to the length of the pre-generated fracture; and S6, obtaining a numerical model, obtaining an elastic strain energy distribution cloud picture of the overlying rock key layer, including an elastic strain energy distribution cloud picture of the key layer when the top is not cut and an elastic strain energy distribution cloud picture of the key layer of N groups of different drilling top cutting angles, and obtaining a required pre-splitting top cutting distance.

The present invention discloses a tiered liquid collection method for the in-situ mining process of ionic rare earth ores. For ionic rare earth mines with high mountains and steep slopes or large ore volumes, the method utilizes tiered divisions and liquid collection facility layouts based on geological conditions such as the area of ​​the injection mining area, topography, and rock formation occurrence. Multiple layers of leaching diversion holes, leaching collection trenches, and rainwater drainage trenches are arranged from top to bottom to collect leaching liquid and drain natural rainfall. An anti-seepage curtain is constructed along the foot of the mountain to prevent leaching liquid from overflowing and leaking. A leaching collection well with multiple layers of leaching diversion holes is installed in the liquid accumulation area inside the anti-seepage curtain to recover the leaching liquid and control the groundwater level in the accumulation area. This method can effectively control landslides, mudslides, and debris flows that are prone to occur during the injection process in mines with high mountains and steep slopes. It can also achieve tiered mining, effective leaching liquid collection, and reduced leaching agent loss in mines with large ore volumes, contributing to the establishment of a new model of ecological and green mining for sustainable development.

The invention belongs to the technical field of coal bed gas mining, and particularly discloses a multi-coal-bed mining optimization control method based on crossheading position stability, and the method comprises the steps: comprehensively obtaining parameters such as coal bed spacing, thickness, inclination angle, roof and floor lithology and fault distribution, and generating an accurate three-dimensional geologic model through three-dimensional modeling software; and the condition of incomplete geological analysis of a traditional method is changed. And on the aspect of crossheading arrangement, empirical operation is replaced with finite element analysis, the anchor rod distance and the support density are accurately determined, and safety and economical efficiency are improved. The mining sequence planning is changed from dependence on a fixed rule to establishment of an identification model combined with a genetic algorithm, and dynamic optimization is realized. The mining height, the mining width and the advancing speed are flexibly regulated and controlled according to the mapping relation table in the mining process, and real-time dynamic adjustment is achieved. Meanwhile, the early warning mechanism calculates scores based on crossheading stress data, is more accurate and sensitive, and has higher pertinence and effectiveness.

The device comprises a base, a support is arranged on the base, a movable seat is movably hung below the support, a drill rod is arranged at the bottom of the movable seat, a drill bit capable of axially moving relative to the drill rod is mounted at the bottom of the drill rod, and an air inlet hole is axially formed in the drill rod. An air outlet communicated with the air inlet is formed in the outer side wall, close to the drill bit, of the drill rod, the valve assembly is used for preventing airflow in the air inlet from flowing to the air outlet, and the unlocking mechanism can allow the airflow in the air inlet to flow to the air outlet under the action of movement of driving the drill bit to be close to the drill rod. Inert gas can be automatically injected into a drill hole only by utilizing counter-acting force borne by the drill bit when the drill bit touches and presses soil, so that the concentration of overflowing gas is reduced, operation accidents of explosion caused by electric sparks, mechanical friction and the like are avoided, an airflow channel in the drill rod can be automatically blocked when the drill bit is not used for drilling, and convenience and high efficiency are achieved.

The invention provides a subsection medium-length hole mining method for top pretreatment under the condition of broken ore rock, and belongs to the field of mining. According to the method, before each stope of a to-be-mined subsection is mined, a drilling roadway of each stope in an adjacent upper subsection is constructed in advance, and the drilling roadway is pre-supported; a horizontal blast hole perpendicular to the lateral wall of the rock drilling roadway is constructed in the bottom of the rock drilling roadway, the horizontal blast hole is blasted in a spaced charging mode in the trend of the rock drilling roadway, and a bottom plate of the adjacent upper section stope is separated from a top plate of the stope to be mined. According to the method, pretreatment and pre-supporting of the top of the stope are combined, the effect of stabilizing the rock drilling roadway and the bottom jambs in the upper subsection stope is achieved, and the phenomenon that the rock drilling roadway and the bottom jambs are affected by blasting disturbance and an empty stope during stoping in the lower stope under the condition of broken ore rocks, and the structure is damaged and collapses is avoided; according to the scheme, production connection between the stopes of the upper section and the lower section is more compact, the mining progress and safety of the stopes are improved, the process is simple, and the practical application value is high.

The invention relates to the technical field of mine construction, in particular to a cross-section layer large-dip-angle fully mechanized coal mining face wall caving prevention method which comprises a wall caving prevention equipment anti-skid cooperative system which is an integrated system composed of a hydraulic support, a scraper conveyor, an inclined anti-skid mechanism and an anti-skid hydraulic machine. The device is used for achieving anti-skid, anti-falling and posture cooperative adjustment of the device in the pseudo-inclined dip mining slope adjustment process. The hydraulic support is rigidly connected through the externally-arranged anti-skid hydraulic machine, the linkage influence of sliding-down of the scraper conveyor is counteracted, and the hydraulic support is prevented from toppling over; the built-in anti-skid hydraulic machine corrects the deviation of the connecting rod and protects the hydraulic support from being damaged; the anti-skidding, anti-falling and anti-caving effects of the fully-mechanized coal mining equipment in effective mining of the large-dip-angle working face are achieved through layout adjustment of the pseudo-dip dynamic adaptive fault and the fully-mechanized coal mining equipment anti-skidding system, the mining efficiency of the working face is improved, the equipment sliding-down possibility is reduced, and the technical problems existing in the large-dip-angle fully-mechanized coal mining process are solved.

A method for predicting solid material dislodgement due to explosive blasting, the method including: representing pre-blast solid material with a set of discrete particles, each with a 3D location and one or more mechanical properties of the solid material at that 3D location before the explosive blasting; representing at least one explosive blast with a blast time and a set of explosive particles, each with a 3D blast location in the pre-blast solid material and an initial internal energy; repeatedly, for a plurality of time steps, defining a 3D grid surrounding the discrete particles (e.g., plus two empty grid cells in each direction), and numerically determining / calculating updated velocities and updated 3D locations of the discrete particles based on the mechanical properties and the 3D locations, using the 3D grid; for at least one of the time steps corresponding to the or each blast time, including the explosive particles with the discrete particles to numerically determine the velocities and updated 3D locations of the discrete particles, and numerically determining / calculating the updated velocities and the updated 3D locations at the time steps after the or each blast time using the initial internal energies; and determining post-blast locations of the solid material using the repeatedly updated 3D positions of the discrete particles and the pre- blast solid properties of those discrete particles.

The invention discloses a low seam few-person fully mechanized coal mining face mining system and method, the system comprises a coal mining machine automatic control system and a hydraulic support electrohydraulic control system, the coal mining machine automatic control system realizes position information transmission and height adjustment of a coal mining machine; the hydraulic support electro-hydraulic control system achieves hydraulic support pulling, pushing and sliding, machine following and support moving and automatic control over actions of the hydraulic support, and the remote control system conducts three-machine linkage control over key production equipment of the fully mechanized coal mining face, automatic control, locking, sudden stop, fault diagnosis, automatic liquid supplementing and data information transmission on the hydraulic support. Coal face equipment has the functions of coal wall video monitoring and the like, and the production process is automatically completed; the coal mining process is intelligent, data transmission is informationized, and on-site operators operate and produce with few persons, so that manual intervention is reduced as much as possible, and high-yield, efficient and safe production is ensured.