1269 results about "Rock breaking" patented technology

The invention belongs to the technical field of hard rock cutting and tunneling, and particularly relates to a front eccentric block excitation cutting disc rock breaking device which comprises a cutting assembly, an eccentric excitation device, a driving assembly and a supporting assembly, and the rear portion of the supporting assembly is fixedly connected with a cutting arm of a tunneling machine; the driving assembly comprises a motor, a main shaft and various connecting devices; an eccentric excitation device and a cutting assembly are mounted at the front end of the main shaft; the cutting assembly is mounted at the front end of the main shaft; the driving device ensures stable rotation of the cutterhead and enables vibration generated by the eccentric excitation device to be transmitted to the cutterhead. Vibration generated by rotation of the eccentric block is utilized to enable the cutter head to impact the rock, so that the rock is collapsed, and the rock is efficiently cut; as the cutter head cuts the rock mainly by means of vibration impact generated by the eccentric device, compared with a self-rotating mode and a traditional milling rock breaking mode and a TBM rolling mode, the efficiency of cutting the rock is improved, and the service life of the cutter is prolonged.

The invention discloses rock crushing and coring equipment for geotechnical engineering investigation, and belongs to the technical field of drilling equipment. The rock crushing and coring equipment for geotechnical engineering investigation comprises a drilling tool, a sampling barrel and a high-pressure water supply device, and further comprises a triggering part, a coring part and a control part, and the triggering part is arranged at the end, away from a drill bit of the drilling tool, of the sampling barrel; a first sliding groove is formed in the water flow reversing part, the high-pressure water supply device communicates with a water outlet in the drill bit through the water flow reversing part, the water flow reversing part communicates with the first sliding groove, and the water flow reversing part is used for communicating the high-pressure water supply device with the first sliding groove when the triggering part is triggered; one end of the sliding sleeve is hermetically and slidably connected into the first sliding groove; the cut-off part is connected with the other end of the sliding sleeve, and when high-pressure water is introduced into the first sliding groove, the sliding sleeve drives the cut-off part to move into the sampling barrel. According to the rock crushing and coring equipment for geotechnical engineering investigation, the drill bit can be cooled by using high-pressure water, the abrasion of the drill bit is reduced, and a rock core is cut off by using the high-pressure water as power, so that the integrity of the obtained rock core can be ensured.

The invention discloses a multi-well linkage drilling parameter multi-level optimization decision-making method and system, and the method comprises the steps: obtaining real-time drilling data in a drilling operation process, so as to determine a first rock breaking parameter; under the condition that the first rock breaking parameter is out of the preset range, the mechanical drilling speed corresponding to the real-time drilling data is predicted according to a preset model; generating a plurality of candidate parameter groups according to the mechanical drilling speed and the drilling constraint condition, and determining a function value corresponding to each candidate parameter group based on a multi-objective optimized objective function; determining a target parameter group in the plurality of candidate parameter groups according to the function value of each candidate parameter group; and target drilling working parameters are determined according to the target parameter set, and the target drilling working parameters serve as current drilling working parameters for drilling operation. According to the scheme, the drilling working parameters are intelligently optimized by using the multi-objective optimization algorithm while complex working conditions are avoided, and the drilling efficiency is comprehensively improved.

The invention discloses a laser-assisted mechanical drilling rock breaking system which comprises a drill rod, a cooling channel distributed along the length of the drill rod is arranged in the drill rod, a laser emitting head is arranged at the position, corresponding to the cooling channel, of the top of the drill rod, and a mechanical drill bit is fixedly connected to the lower end of the drill rod. The laser emitting head emits laser beams in the drill rod in the direction towards the mechanical drill bit, a chip removal through hole is formed in the center of the mechanical drill bit, the chip removal through hole and a cooling channel in the drill rod are coaxially arranged, a plurality of laser spraying holes are evenly formed in the mechanical drill bit, and the laser emitting head is connected with a laser generator through a laser transmission pipe. The laser generator is electrically connected with a control terminal through a wire. The problem that in the prior art, single laser rock breaking cannot be coordinated with mechanical rock breaking equipment during rock breaking, so that the rock breaking efficiency is poor or the equipment is overheated is solved. The invention further discloses a rock breaking method of the mechanical drilling rock breaking system based on laser assistance.

The utility model provides an efficient drill bit for a mine drilling machine, which belongs to the technical field of drill bits and comprises a drill rod and a drill bit body arranged on the drill rod, a flange ring is mounted on the outer wall of one end of the drill rod, and a fixing seat is arranged at one end of the drill rod. According to the utility model, the crushing teeth arranged on the drill bit body are matched with the buffer springs, so that the positions of the crushing teeth can be effectively and automatically adjusted according to the hardness of external rocks and the drilling pressure, thereby reducing greater abrasion of the crushing teeth caused by hard rocks or abnormal loads, prolonging the service life of the drill bit, and improving the drilling efficiency at the same time; the spiral blade arranged outside the drill rod close to one end of the mounting seat continuously lifts the waste drilling fluid between the drill rod and the well wall in the process of synchronously rotating along with the drill rod, so that rock debris can be quickly and effectively removed from a drill hole, and the rock debris is prevented from being accumulated at the bottom of a drill bit to reduce the rock breaking efficiency; meanwhile, friction between the drill bit and rock is reduced, abrasion of the drill bit is reduced, and the drilling effect of the drill bit is improved.

A cutter head for a shield machine and a shield construction method. In the shield construction method, force sensors measure the pressure borne by hobs (103), so as to determine, on the basis of pressure signals, the hardness of rock being processed currently, when the pressure signals reach or exceed a preset value, a controller is started to control microwave rock breaking systems (104) to heat the rock being processed currently, and the specific mode is to provide, on the basis of the pressure signals and a reference signal, a quantitative determination mode for whether the microwave rock breaking systems (104) need to be started, such that the control is more convenient, and energy is saved. Furthermore, the physical characteristics of the rock are changed, so that cracks appear in the rock, thereby reducing the rock strength, and reducing the abrasion of a shield machine cutter. By prolonging the service life of cutters and shortening the shutdown maintenance and cutter replacement time, the construction efficiency is improved, and the construction duration is shortened.

The invention discloses an anti-static flexible fracturing rock breaking pipe based on a conductive oxygenating conduit, which comprises a flexible outer sleeve film with two closed ends and filled with an adsorbing material combustion agent, and further comprises the conductive oxygenating conduit penetrating into the flexible outer sleeve film from the top of the flexible outer sleeve film, an excitation wire and an exhaust pipe, the excitation wire is connected with an electric ignition device, and the electric ignition device is positioned in the flexible outer sleeve film and is in contact with the adsorption material combustion agent; the outer wall of the conductive oxygenation conduit is connected with a conductive unit. The invention further discloses a rock breaking method using the anti-static flexible fracturing rock breaking pipe based on the conductive oxygenating guide pipe, the conductive unit is arranged on the conductive oxygenating guide pipe and makes contact with the ground for conduction, static electricity generated in the filling process of liquid oxygen or pressurized high-purity liquid oxygen can be guided out and eliminated, and the anti-static flexible fracturing rock breaking pipe based on the conductive oxygenating guide pipe can be used for breaking rocks. Static electricity generated in the filling process of liquid oxygen or high-purity liquid oxygen with pressure can be conducted away and eliminated more efficiently, timely and continuously, and the risk of safety accidents caused by the static electricity is greatly reduced.

The invention relates to a composite interactive water-rich stratum efficient grooving ultra-deep underground diaphragm wall and a construction method. The construction method comprises the following steps of cement mixing pile groove wall reinforcement, guide wall foundation steel pipe pile built-in, guide wall novel template system installation, soft soil layer grab bucket grooving, karst cave drilling and grouting, rotary digging drill rock breaking and karst cave backfilling and double-wheel milling groove milling. The method has the beneficial effects that the groove wall is reinforced by the cement mixing piles, so that the groove wall is prevented from collapsing; the assembled drainage device is adopted, so that the construction efficiency is improved; the steel pipe piles are connected with the guide wall, so that the stability of the guide wall is improved; the steel plate groove is used as a guide wall template, so that the template turnover rate is improved; the open type steel box is placed on the groove opening, so that the risk of collapse of the groove wall is reduced; gaps and holes are blocked through drilling and grouting, then guide holes are rotationally excavated, and the karst cave is backfilled with plain concrete, so that the construction problem of grooving at the karst cave is solved; through the cooperation of the steel casing hoisting and positioning device, the construction efficiency of the rotary excavating guide hole is improved.

The invention belongs to the technical field of pipe jacking machines, and discloses a high-strength rock crushing pipe jacking machine which comprises a machine head and a machine tail, the machine head is rotationally connected with a mounting frame with a cutter head, a partition plate in the machine head is rotationally connected with a shaft sleeve, and the shaft sleeve is rotationally connected with a driving shaft connected with the cutter head. A motor on the partition plate is meshed with a driving shaft through a driving bevel gear and a driven bevel gear II and a driven bevel gear I on a shaft sleeve, so that the driving shaft and the driven bevel gear II and the driven bevel gear I respectively drive a crushing roller II and a crushing roller I to act. The shaft sleeves drive the baffles to slide along the sliding grooves through the tooth grooves, the gears and the connecting rods to be matched with the transfer openings of the partition plates and the diversion groove bodies. An auger conveying pipe connected with the flow guide groove body penetrates through the mounting plates of the machine head and the machine tail and is supported by the machine tail support, and a collecting box on the machine tail base is matched with the auger conveying pipe. According to the pipe jacking machine, cutter head cutting and double crushing roller secondary crushing are combined with baffle control to prolong the crushing time, the rock crushing effect is improved, conveying blockage is avoided, and the pipe jacking machine is suitable for high-strength rock stratum construction.

The invention belongs to the technical field of laser measurement equipment, and provides a laser experiment device for measuring laser power reduction in a submerged environment, which comprises an experiment platform, a laser generation system and an experiment system, the experiment system comprises a submerging container and a laser power reduction measuring assembly. A liquid medium is stored in the submerged container, and the sample is submerged in the liquid medium; the laser power reduction measuring assembly is located below the submerging container. Laser emitted by the laser head irradiates a sample in the submerged container, and the laser power reduction measuring assembly is used for measuring the power reduction of the laser penetrating through the liquid medium; as a device for measuring laser reduction, the laser reduction degree of laser power and energy under different liquid media can be explored, the reduction influence of different liquid media on the laser power can be explored, the optimal laser power corresponding to the liquid media can be found, the laser-assisted rock breaking strategy in the drilling process can be correspondingly adjusted, and the drilling efficiency is improved. And effective data can be provided for laser-assisted rock breaking in a liquid environment.

The invention discloses a soil-rock composite formation hob fracture avoidance method based on FEM-DEM coupling, and relates to the technical field of tunnel and underground engineering, and the method comprises the steps: building a hob cutting model based on a finite element-discrete element coupling method; generating a soil rock calibration parameter according with the input of the hob cutting model; calculating a cutting force curve of hob impact under any working condition by using the hob cutting model, and extracting the maximum value of the cutting force curve as a load peak value; extracting a cutter ring stress peak value corresponding to the moment of the load peak value; and calculating the current comprehensive equivalent stress of the hobbing cutter ring based on the limit stress, comparing the comprehensive equivalent stress with the dynamically matched yield strength threshold, and judging the risk level of the hobbing cutter ring. According to the method, refined simulation of the whole rock breaking process of the hobbing cutter in the soil-rock composite stratum is achieved, the transient impact load peak value and the induced cutter ring limit stress distribution are captured, and the fracture risk identification precision is remarkably improved.

The invention discloses a comprehensive blasting method for controlling muck pile lumpiness and vibration in surface mine blasting, which comprises the following steps: S1, early-stage preparation and parameter calculation: investigating the geological condition of a mine in detail, and obtaining such information as rock physical and mechanical properties and joint fissure distribution; according to rock properties and mining requirements, blast hole parameters are determined; calculating initial delay detonation time according to a delay blasting rock breaking principle; s2, optimizing a charging structure: selecting a water medium interval charging structure, and determining the optimal unit consumption through theoretical analysis and field test; and based on the optimal unit consumption, establishing three-dimensional models of different water medium interval charging structures by adopting numerical simulation software, and selecting the optimal water medium interval charging structure. According to the method, the muck pile lumpiness is effectively controlled; the blasting vibration intensity is reduced; the blasting quality and the economic benefit are improved; the adaptability is high.

The invention belongs to the technical field of tunnel construction, and discloses an upper-soft lower-hard composite stratum shield hob impact load determination method and system.The method comprises the steps that rock is divided into a plurality of concentric circle areas through a cavity expansion model, the radius of each area is determined, and the relation between the damage states of different positions of rock mass and the distance position of the center of a blade is obtained; the influence of section penetration is introduced, and based on the influence of the damage difference between a vertical crack area and a dense nuclear area in the hob rock breaking process, the damage state of the hob section away from the center of a blade within the range of a hob lower contact area and the damage distribution state of the hob lower hard rock side in the interface vertical crack expansion process are determined; and determining an expression of stress change of the transition section based on a CSM model, and realizing impact load prediction when the shield hob passes through the upper-soft and lower-hard composite stratum in combination with the influence of damage of the lateral shearing region. The damage effect and cavity expansion model theory is introduced for the first time, the compatibility of the prediction model and the actual situation is improved, and the abnormal damage rate of the hob is reduced.

The invention belongs to the technical field of moon sampling, and provides a casing type laser-assisted coring drilling tool for a moon-based extreme environment, which comprises a drill bit, a base, a laser head, a drill rod, a coring pipe and a motor, the bottom of the base is rotatably connected with a drill rod. The bottom of the drill rod is fixedly connected with a drill bit. A coring pipe is coaxially arranged in the drill rod, and an annular cavity is formed between the outer side face of the coring pipe and the inner side face of the drill rod. A laser head is mounted in the base; the laser head is located above the annular cavity, and laser emitted by the laser head penetrates through the annular cavity and is emitted out of the drill bit. Aiming at the lunar-based environment, through the synergistic mechanism of mechanical rotary rock breaking and laser-assisted softening, the lunar rock is softened by means of laser energy, the mechanical cutting resistance of the drill bit is greatly reduced, and efficient and continuous coring operation is achieved; the key technical problems that a traditional drilling tool is difficult in space arrangement, low in efficiency and the like are solved, and the efficiency of the lunar geology coring task and the rock sample fidelity are remarkably improved.

The invention discloses a double-injection double-sealing type silent cracking agent high-pressure rock breaking method, and relates to the technical field of hard roof weakening and high-stress roadway surrounding rock pressure relief. Water injection and double-end hole sealing are conducted through a drilling hole packer; checking the sealing state of the debugging pipeline; high pressure of a soundless cracking agent is blended and injected; waiting for the soundless cracking agent to expand and break the rock; and releasing the pressure of the hole packer and carrying out the next circulation. The method can achieve the effect of presplitting the working face roof, guarantees smooth caving of the goaf roof, reduces the risk of goaf roof suspension, is suitable for a working face with hard crossheading roof rock strata and a goaf roof cantilever not prone to caving, and has wide application prospects.

The invention provides a tool applied to the field of petroleum drilling, and particularly relates to an underground non-circular gear intelligent impact tool which comprises a power module, an axial impact module and a circumferential impact module, the power module enables drilling fluid to impact a turbine in a directional mode through a drainage disc, hydraulic energy is converted into mechanical energy, and the mechanical energy is transmitted to the axial impact module. The power is transmitted to the axial impact module and the circumferential impact module, the axial impact module lifts a rack punch hammer to compress a spring through meshing of an incomplete gear and the rack punch hammer, and when the incomplete gear is disengaged from the rack punch hammer, the spring releases energy to generate axial impact downwards. The circumferential impact module is composed of two groups of incomplete gears and racks which are arranged in an up-down 90-degree staggered mode, the rack punch hammer compresses a spring through meshing of the incomplete gears and the rack punch hammer, and the spring is released to generate circumferential impact when the incomplete gears and the rack punch hammer are disengaged. Periodic impact can be achieved, the mechanical rock breaking efficiency is effectively improved, and the stick-slip phenomenon at the drill bit is reduced.

The invention discloses a TBM rock breaking efficiency evaluation method based on an image fractal dimension, and relates to the technical field of TBM construction evaluation research, and the method comprises the following steps: building a shooting platform for obtaining a rock slag image, and carrying out the preprocessing of the obtained rock slag image; according to the basic principle of a Sandbox method, improvement is carried out on the basis of an original model for rock ballast image characteristics, a calculation program of image fractal dimensions is written based on a Matlab platform, and images are imported into the calculation program to obtain the image fractal dimensions; designing a shooting height, comparing the performance and application conditions of the fractal dimension of the image obtained in the previous step, and comparing with a traditional box counting method; analyzing the correlation between the fractal dimension of the image and the specific energy and roughness index to determine the relationship between the fractal dimension of the image and the TBM rock breaking efficiency; the rock breaking efficiency evaluation method can be used for evaluating the rock breaking efficiency in a certain project, whether the rock breaking efficiency is increased or decreased is compared, and then the construction strategy is adjusted.

The invention relates to the technical field of hard rock drilling construction, in particular to a rock breaking hob, a shield tunneling machine cutterhead and a shield tunneling machine. The rock breaking hob comprises a cutter shaft, an annular cutter body and a plurality of pressurizing assemblies; an annular cavity communicated with an external high-pressure water source is formed in the cutter shaft; the annular cutter body is rotationally arranged on the cutter shaft, and a plurality of blind holes are formed in the annular cutter body; the pressurizing assembly comprises a compression block, a plugging block and a first elastic piece; the compression block is in sealed sliding connection with the inner wall of the blind hole to form a compression cavity, and a plurality of first channels used for communicating the compression cavity with the annular cavity are formed in the annular cutter body; a sliding groove, a communicating hole and a water spraying hole are formed in the compression block; the sliding groove communicates with the compression cavity through the communicating hole. The sliding groove communicates with the end face of one end of the compression block through the water spraying hole. The plugging block is slidably connected with the sliding groove and blocks the water spraying hole when located at the end, close to the central axis of the annular cutter body, in the sliding groove. The first elastic piece is used for enabling the compression block to pop out of the blind hole. The rock breaking device has the effects of reducing water source waste and improving the rock breaking efficiency.

According to the impact-cutting composite rock breaking hydraulic system and method for the mining heading machine, hydraulic damping and impact hammer collaborative operation are integrated, and the problems that a traditional heading machine is low in rock breaking efficiency, poor in stability and insufficient in adaptability are solved. The system comprises a cutting arm hydraulic damping system and an impact hammer hydraulic impact system, and multi-parameter closed-loop regulation and control are achieved through a controller. The device is characterized in that a double overflow protection mechanism is adopted, a proportional overflow valve and an external control overflow valve cooperate with each other, a hydraulic control one-way valve is combined for compensating an oil path, and the pressure difference of a hydraulic cylinder is dynamically kept stable; the impact hammer system adjusts the pressure of an energy accumulator through a proportional pressure reducing valve and is matched with a hydraulic control switch valve to realize variable impact energy control; based on feedback of a vibration sensor and a pressure sensor, damping and impact parameters of the cutting arm are adjusted in a self-adaptive mode through a nonlinear algorithm, and intelligent rock breaking operation under different rock stratum hardness is achieved. According to the system, the impact resistance stability, the rock breaking efficiency and the operation intelligence level of the heading machine are remarkably improved.

The invention belongs to the field of drilling, and particularly relates to a large-diameter cluster type pneumatic down-the-hole hammer raise-boring reamer bit and a drilling method.The bit comprises a center pipe, a cluster body, an air chamber, a down-the-hole hammer, a synchronous check valve, an air chamber pressure balance control assembly and a concave slag falling channel and is used for transmitting torque and rotating speed and conveying high-pressure air; the top of the central pipe is sleeved with a flange used for being connected with a drill rod, the central pipe is sequentially sleeved with a front guide wing plate, an upper fixing plate, a middle plate, a high-frequency rear seat, an air chamber peripheral cylinder and an air chamber lower cover plate in the extending direction of the central pipe, and the front guide wing plate, the upper fixing plate, the middle plate, the high-frequency rear seat, the air chamber lower cover plate and the central pipe jointly form a cluster body; two ends of the air chamber peripheral cylinder are respectively connected with the high-frequency rear seat and the air chamber lower cover plate to form an air chamber; according to the drill bit, the multiple down-the-hole hammers are integrated through the cluster body, efficient rock breaking and continuous slag discharging are achieved in combination with air chamber energy gathering, synchronous check valve control and a concave slag falling channel, and the drilling efficiency is improved by more than 10 times.

The invention provides an underground large block secondary crushing device and method based on a robot platform. The device comprises a robot and an expansion cartridge, the robot comprises a robot seat, a drilling mechanical arm, a clamp mechanical arm, a depth camera and a container bin, a drill bit is installed at the tail end of the drilling mechanical arm, a clamp is installed at the tail end of the clamp mechanical arm, and the drilling mechanical arm, the clamp mechanical arm and the depth camera are all connected with a robot platform. The expansion cartridge is stored in the container bin. The mechanical arm is controlled through the robot platform, it is guaranteed that large rock is stably crushed in the complex and changeable underground environment, manual operation is reduced, production safety is guaranteed, and production efficiency is improved; a depth camera is used for accurately positioning the position of a large rock, the position of a blast hole is accurately positioned, and the accuracy of drilling and charging is guaranteed; rock breaking work is carried out through the expansion cartridge, and negative influences of blasting vibration and blasting shock waves on surrounding rock are avoided.

The invention relates to the technical field of tunnel engineering, in particular to a shield tunneling machine cutterhead cutting parameter decision-making method. According to the method, comprehensive and comprehensive stratum stress characterization and rock-soil cutting flow characterization are obtained by establishing cutterhead rock breaking stress models of various stratums, and final cutterhead parameters are intelligently obtained based on a multi-objective optimization model, a digital twin model and a neural network model in the form of establishing a database. According to the technical scheme, a reliable result can be obtained based on objective data, the representation capability of the finite element model can be expanded, and the credibility is improved.

The invention relates to the technical field of drilling engineering, and discloses an impact-assisted rock breaking inwards-concave PDC drill bit which comprises a drill bit body and an impact structure, and the drill bit body is provided with an inner cavity and a first transmission protrusion arranged at the head of the drill bit body; the impact structure comprises a turbine, a transmission shaft and an impact blade, the turbine is arranged in the inner cavity of the drill bit body, the impact blade is arranged outside the drill bit body, the transmission shaft is connected between the impact blade and the turbine and provided with a second transmission protrusion, and the turbine is used for driving the transmission shaft to rotate; the second transmission protrusion and the first transmission protrusion abut against each other or are staggered in the rotating process. The impact cutter wings are used for stretching out relative to the drill bit body when the second transmission protrusions abut against the first transmission protrusions; a reset spring is further arranged between the transmission shaft and the drill bit body and used for driving the impact blades to reset when the second transmission protrusions and the first transmission protrusions are staggered. The high-frequency axial reciprocating motion of the impact blades directly crushes the center area of the drill bit, and the rock breaking efficiency of the center area of the drill bit is improved.

The invention discloses underwater rock drilling and splitting integrated equipment and a working method thereof, and relates to the field of underwater rock breaking. The equipment comprises a bearing structure, a drilling unit, a splitting unit, a positioning and hole aligning system and a connecting rod; the drilling unit carries out drilling operation, the position of the drilling unit and the position of the splitting unit are rapidly switched on the same equipment through the station switching mechanism, the splitting unit can be aligned to the drilling position of the drilling unit, and the positioning and hole aligning system guarantees that a splitting rod is accurately inserted into a drilled hole. Through a non-blasting drilling and splitting mode, vibration / noise pollution is reduced, the environmental protection requirement is met, through a mode of switching the drilling unit and the splitting unit, continuous connection and splitting after drilling operation are promoted, the operation efficiency can be improved, and the time cost and the labor cost of frequent replacement of equipment are reduced; compact integrated design is adopted, the equipment size is reduced, the connecting rod is matched with the shipborne mechanical arm, depth adjustment is achieved, and the device is suitable for the narrow environment.

The present application relates to the field of underground rock breaking technology in mines, and provides a high-strength rock mass in-situ low-energy rock crushing mining robot and excavation method. The excavation robot includes a walking mechanism and a robot body mounted on the walking mechanism. The robot body includes at least a power system and a control system. The robot body is equipped with an all-round support mechanism, an environmental perception system, a drilling and expansion and tension rock breaking system, a rock crushing and raking system, and a slag collection and transportation system. The control system includes an intelligent dynamic analysis module for excavation parameters, a communication module, and an intelligent navigation module. The excavation robot integrates multiple functions such as drilling, rock breaking, rock crushing, and slag transportation. By fully utilizing the in-situ engineering geological conditions of the rock mass and the mechanical properties of the rock material (resistance to compression but not to tension and shear) to break the rock, it can achieve block size control after the rock is broken, effectively improve rock breaking efficiency, reduce mining energy consumption, and achieve safe, stable, and continuous rock breaking operations.

The utility model provides a cutting pick assembly protection device, which comprises an expanding digging plate, a screw and a screw hole, the screw hole is arranged on the side wall of a high-position end cover ring, and the expanding digging plate is fixed on the high-position end cover ring by installing the screw in the screw hole. And a wear-resistant welding layer is arranged on the peripheral surface of the expanding digging plate. The expanding excavation plate is convenient to mount and easy to dismount, and the cutting teeth are protected. The wear-resistant welding layer is arranged on the outer surface of the expanding excavation plate, so that the contact area between the expanding excavation plate and the coal seam is increased, the expanding excavation plate participates in the rock breaking process of the coal wall, the expanding excavation performance of the end disc is improved, and the mining efficiency is improved.

The invention relates to a mining method for a gently inclined medium-thick-thick ore body with broken hanging wall surrounding rock, belongs to the field of underground mining methods, and aims at the gently inclined ore body with the broken hanging wall surrounding rock through the steps of stope arrangement, mining preparation, cutting, stoping and filling. A top protection layer, anchor rods and anchor cables are reserved on the hanging wall of the ore body for combined supporting to ensure the stability of the top protection layer and hanging wall surrounding rock; stoping the chambers from bottom to top in the stage, and stoping the chambers in the same section in one panel at intervals, so as to ensure the stoping strength and efficiency; and the ores are caved into trench ore receiving spaces at the bottoms of the sections by utilizing the throwing effect, so that the stope transportation problem that gently inclined ore bodies cannot be humped by utilizing the self weight of the ores is solved. According to the method, the safety problem caused by hanging wall surrounding rock breaking and the mining efficiency can be considered, and the mining economical efficiency, high efficiency and safety of ore deposits of the kind are met.

The invention provides a shield hob type selection and tunneling parameter optimization method and device, a terminal and a medium, and belongs to the technical field of shield construction, and the method comprises the steps: obtaining the stratum information of a target project, the selectable type and / or value range of shield hob structure parameters, and the value range of tunneling parameters; constructing a rock mass discrete element model based on stratum information; presetting combinations of multiple groups of tunneling parameters and shield hob structure parameters; aiming at each group of combination, constructing a corresponding hob model, obtaining a rock breaking numerical simulation model based on the hob model and the rock mass discrete element model, inputting the tunneling parameters in the current combination into the rock breaking numerical simulation model for simulation calculation, and obtaining rock breaking specific energy and wear specific energy of the hob; and final shield hob structure parameters and tunneling parameters are determined. According to the method, the rock breaking numerical simulation model is constructed and the simulation calculation is performed, so that the rock breaking specific energy and the wear specific energy of the hob can be obtained, and the hob structure parameters and the tunneling parameters are cooperatively evaluated.

The invention relates to a hob rock breaking identification method, device and system based on a semi-analytical method, and relates to the technical field of shield cutter rock breaking. The method comprises the following steps: acquiring a cutter model and an initial rock model of the shield tunneling machine; simulating a scene in which the cutter cuts the rock by adopting the cutter model and the initial rock model to obtain a contact area of the cutter model and the initial rock model; dispersing the rock model in the first area into cubic units; assigning material attributes to the cube units, and calculating influence coefficients of the cube units; updating the load value of the cubic unit according to the influence coefficient, and calculating the total stress of the cubic unit according to the load value; determining an equivalent characteristic strain value of the first rock model and a convergence state of the equivalent characteristic strain value; and under the condition that the convergence state meets a preset condition, determining the number of damage units in the first rock model, and determining the damage degree of the first rock model according to the number. According to the scheme, the accuracy of pipeline rock breaking identification is improved.

The invention relates to a method for constructing a rock crushing damage model under impact loading and application thereof, and belongs to the field of rock mass engineering. The method solves at least one of the problems that reliability and accuracy are insufficient when an existing rock model predicts the failure evolution law and / or strength under direct impact loading, and it is difficult to reveal the change law under direct impact loading. The method comprises the following steps: S1, based on a wing crack propagation model, obtaining a tensile damage model under quasi-static loading; s2, a correction factor is introduced to correct the tensioning damage model under static loading, and a tensioning damage model expression under direct impact loading is obtained; s3, determining the dynamic fracture toughness of the rock; s4, determining a correction factor; and S5, constructing a tension damage model under direct impact loading. According to the method, the accuracy and reliability of the model in predicting the strength of the rock under the direct impact loading and the damage evolution law are enhanced, and the obtained model can reveal the quantitative change law of the damage of the rock under the direct impact loading.