3419results about "Drilling machines and methods" patented technology

The present invention belongs to the technical field of anchor protection apparatuses. Provided is an automatic anchor protection platform having combined support of anchor rods and anchor cables. The automatic anchor protection platform comprises a movable chassis, a multi-cycle anchor rod drilling rig, an anchor rod drilling rig posture positioning control device, an anchor cable support device, a temporary support device, an electrical system and a hydraulic system. Said automatic anchor protection platform integrates the multi-circle anchor rod drilling rig, the anchor cable support device and the temporary support device, and therefore meets the anchoring and support requirements of roadways under different geological conditions, allows anchor rod and anchor cable parallel support operations to be conducted at the same time, and achieves efficient coordinating matching linkage integrated design, thus further promoting efficient operation processes in limited spaces such as coal mines and tunnels.

The present application relates to a pile driver and a pile driving method with less wear on drill rods, and relates to the technical field of building construction, and comprises a main frame, a winch is arranged on one side surface of the main frame, a steel cable is wound on the drum of the winch, a top frame is welded on the top of the drill rod bracket, one end of the steel cable extends upward through a pulley and is connected to a drive box through a lifting ring, a motor frame is arranged in the middle of the drive box, a drive motor is connected to the center of the motor frame through bolts, the bottom drive of the drive motor is connected to a reducer, and the bottom output end of the reducer is connected to a buffer mechanism through the drive box, and the buffer mechanism comprises a connecting tube, a rebound tube, a coupling joint, a strip groove, a slider, a damping rod, a support spring and an auxiliary spring; the present application significantly reduces the wear of the drill rod during the construction process by using a high-strength, wear-resistant alloy material to make the drill rod, performing special treatment, and arranging a buffer mechanism and a guide mechanism.

The invention discloses a portal type integrated operation workstation capable of adapting to different underground cavern sections. The portal type integrated operation workstation comprises a frame supporting system, an intelligent control room, a moving walking system, an electrical system and a functional arm system. The frame supporting system comprises first longitudinal beams which are arranged in a left-right spaced mode, and a plurality of transverse telescopic joints are installed between the left first longitudinal beam and the right first longitudinal beam. A plurality of longitudinal shrinkage joints are mounted at the lower end of each first longitudinal beam, the lower ends of the longitudinal shrinkage joints are connected with a high-strength supporting frame, and a movable walking system is mounted at the bottom of the high-strength supporting frame; the functional arm system comprises a concrete spraying-arch mounting arm, an anchor rod mounting arm and a drilling arm which are arranged in a layered mode from top to bottom. According to the portal type integrated operation workstation capable of adapting to different underground cavern sections, the functions of drilling, anchor rod construction, grouting, net hanging, arch frame installation, spraying and mixing and the like are integrated, and meanwhile the size of equipment can be freely adjusted so that the portal type integrated operation workstation can adapt to the extra-large sections of different sizes.

The invention relates to a coal seam extraction drilling air bag type memory metal net cover hole collapse prevention device and method, the device comprises an I-type air bag net cover installation unit body, a plurality of II-type air bag net cover installation unit bodies and an inflator pump, an exhaust pipeline is provided with an exhaust control valve, a hole wall is supported through a memory metal net cover, and the air bag net cover installation unit body and the inflator pump are arranged in the hole wall; the memory metal net sleeves can be matched with drill holes with different hole diameters in a self-adaptive mode and can be repeatedly used, the configuration number of the memory metal net sleeves can be greatly reduced, and therefore the processing cost of hole collapse prevention is further reduced; the installation of the memory metal net sleeve is directly controlled by the expansion of the air bag, so that the memory metal net sleeve can be quickly unfolded and reliably contacted with the hole wall; the removal of the memory metal net sleeve is directly controlled by temperature control gas, so that the memory metal net sleeve retracts to an initial state at the recovery temperature and is separated from the hole wall; the mounting and dismounting process of the memory metal net cover has the advantages of being simple, efficient and easy to operate, and the construction efficiency can be further improved.

The present disclosure provides a drilling tool and a method for full-length insertion of a fracturing casing into an underground directional borehole. The drilling tool comprises a reaming bit, a torque-transmitting casing, a torque-transmitting shaft, and a pilot bit; the reaming bit is provided with a first through hole; the torque-transmitting casing and the reaming bit are coaxially arranged, and the reaming bit is connected to one end of the torque-transmitting casing; the other end of the torque-transmitting casing is provided with a first connecting portion, the inner wall of the torque-transmitting casing is provided with a keyway and a separation guide groove, and the separation guide groove is communicated with the keyway; the torque-transmitting shaft passes through the first through hole and the torque-transmitting casing; the outer wall of the torque-transmitting shaft is provided with a torque-transmitting member, one end of the torque-transmitting shaft is provided with a second connecting portion, the pilot bit is connected to the other end of the torque-transmitting shaft, and the outer diameter of the pilot bit is less than the inner diameters of the first through hole and the torque-transmitting casing. The drilling tool of the present application allows large-bore fracturing casings to be inserted into directional boreholes, reducing the cost of fracturing engineering, and facilitating high-flow and high-pressure hydraulic fracturing operations.

The invention discloses a construction method for controlling perpendicularity and deviation of a steel latticed column inserted in a cast-in-place pile, and relates to the field of engineering construction. Secondly, cast-in-place pile hole forming and reinforcement cage construction are conducted; 3, inserting construction of the profile steel latticed columns is conducted; fourthly, concrete pouring is conducted; and step 5, quality monitoring and deviation processing. A three-level measurement system is constructed, and the pile position deviation is smaller than or equal to 3 mm; the straightness of the standard jig frame prefabricated latticed column is smaller than or equal to L / 1000 and smaller than or equal to 10 mm, and the perpendicularity of formed holes is controlled to be smaller than or equal to 1% through a rotary drilling rig; a three-dimensional guiding system and dynamic monitoring are utilized, the insertion deviation plane is smaller than or equal to 20 mm (the insertion deviation plane is smaller than or equal to 10 mm in a reverse construction method), and the perpendicularity is smaller than or equal to L A guide pipe method is adopted for concrete pouring, and a composite anti-floating measure is combined to prevent deviation; quantitative monitoring and staged processing are carried out in the whole process, fine control of the whole process is achieved, and precision and safety are improved.

The invention relates to rotary drilling rig building pile foundation hole forming equipment and a construction method thereof, and relates to the technical field of rotary drilling rig equipment.The rotary drilling rig building pile foundation hole forming equipment comprises a vehicle body, a driving assembly is slidably connected to a suspension arm of the vehicle body in a limiting mode, a second winding assembly is arranged below the driving assembly, and an extension rod is arranged at the bottom end of the driving assembly; a transmission rod is arranged at the bottom end of the extension rod, a drill bit is fixedly connected to the bottom end of the transmission rod, the transmission rod is sleeved with an upper drilling cylinder, the upper drilling cylinder is provided with a limiting assembly, a lower drilling cylinder is sleeved with the lower portion of the interior of the upper drilling cylinder, and two racks are symmetrically and fixedly welded to the top end of the lower drilling cylinder. Two servo motors are fixedly arranged at the top end of the upper drilling barrel through bolts, the output ends of the two servo motors are each connected with a gear, and the arrangement of the structure can enlarge the soil storage space between the upper drilling barrel and the lower drilling barrel, so that the frequency of removing the upper drilling barrel and the lower drilling barrel out of a drilled hole for soil discharging is reduced; the construction efficiency of the whole device is improved.

The invention belongs to the technical field of coal mine safety, and relates to drilling construction equipment with drilling cooperating with reciprocating impact and a coal seam gas extraction method. The impact fracturing assembly comprises an impact drill bit, a reciprocating impact rod and a rotary transmission rod; the middle of the reciprocating impact rod is slidably sleeved with a first positioning block. The reciprocating impact rod is provided with a straight groove arranged in the axial direction, and the straight groove is matched with a linear protrusion in the first positioning block. A movable block is fixedly arranged at the other end of the reciprocating impact rod, one side of the movable block is attached to the inner wall of a groove in the end drill rod, and the other side of the movable block is attached to an annular double-arrow-shaped groove formed in the rotation transmission rod. The rotation transmission rod is axially limited through a second positioning block arranged on the rotation transmission rod in a sleeving mode. One end of the spiral drill rod is connected with the end drill rod, and a universal coupling is movably arranged in the spiral drill rod; the other end of the rotary transmission rod is connected with one end of a universal coupling, and one end of the universal coupling is detachably connected with a tail connector through the tail end of a spiral drill rod.

The invention discloses an automatic drilling control method, system and equipment of a drilling machine and a storage medium, and belongs to the technical field of drilling machine control technologies. The automatic drilling control method of the drilling machine comprises the steps that if a drilling starting instruction is received, a power head is controlled to drive a drill bit to descend so that the drill bit can make contact with the ground; the power head is controlled to execute drilling operation; if the power head reaches the maximum stroke position and the drilling depth is smaller than the target depth, drilling operation is stopped, and the power head is controlled to be separated from the operation drill rod and ascends to the top of the mast; the manipulator is controlled to grab the alternative drill rods from the drill rod warehouse and move the alternative drill rods to preset positions; the power head is controlled to be connected with the tail of the alternative drill rod, and the power head is controlled to drive the alternative drill rod to descend and rotate; and after the head of the alternative drill rod is connected with the tail of the operation drill rod, the power head is continuously controlled to execute the drilling operation. Automatic drilling of the drilling machine can be achieved, and the operation efficiency is improved.

The invention discloses a shield pressure relief drill tool for a protruding coal seam and an out-of-hole closed slag discharge system. The drill tool is composed of a plurality of sieve hole drill rods, a transition drill rod and a plug-in drill bit. The sieve hole drill rod and the transition drill rod are composed of different special-shaped outer tubes, inner tubes and tapered hole strips. The axial space between the outer tube and the inner tube is a flow supply channel of the drill tool. The central hole of the inner tube is an internal slag discharge channel of the drill tool. The slag discharge sieve hole is arranged in an axial groove of the special-shaped outer tube and is connected with the internal slag discharge channel. The tapered hole strip is welded in the axial groove of the special-shaped outer tube and the tapered hole is coaxially aligned with the slag discharge sieve hole. Male buckles and female buckles are arranged at both ends of the sieve hole drill rod. A female buckle connected to the male buckle of the sieve hole drill rod is arranged at one end of the transition drill rod, and a plug-in interface connected to the plug-in drill bit is arranged at the other end of the transition drill rod. The out-of-hole closed slag discharge system comprises a sliding closed tube placed in the inner cavity of the out-of-hole sieve hole drill rod, a sealing hole pipe moving device installed at the hole mouth and a hollow slag discharge water (wind) tail connected to the tail of the drill rod.

The invention discloses a shallow hidden fire area radon gas in-situ tracing accurate identification and definition prevention and control system, belongs to the technical field of mine fire prevention and control, and aims to construct a dynamic monitoring, accurate delineation and targeted plugging multi-cooperation closed-loop governance chain and an in-situ radon detection and identification monitoring unit. Drilling, cup burying and sampling integrated operation is completed, and a radon gas concentration abnormal signal is monitored in real time; the radon measurement magnetic method fire area precise delineation unit is used for quantitatively delineating a fire source prevention and control area in a grading manner by fusing a radon gas magnetic field two-parameter ring type measurement network layout and combining an intersection and union set abnormal area division method and a comprehensive abnormal index threshold value method; according to the earth surface crack self-adaption blocking treatment unit, a dynamic shoveling solidified slurry precise blocking device is adopted, and efficient treatment of the shallow buried coal seam hidden fire area is achieved by separating an earth surface and an underground air leakage channel through bucket prepared soil screening and conveying, instant slurry preparation through a synthesis system, directional slurry spraying through a blocking mechanism and crawler belt ballasting dense blocking.

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.

According to the soft low-permeability coal seam hole protecting and permeability increasing integrated pipeline and the using method, a plurality of drill hole protecting and permeability increasing structures are all located in the deep position of a drill hole, hole sealing treatment is conducted on an extraction pipeline, the passive hole protecting, collapse preventing and supporting effects can be achieved on a gas extraction drill hole, and at the moment, gas extraction work is directly conducted; after the flow of the extracted gas is continuously reduced, the drilling hole is sealed firstly, the interior of the drilling hole is pressurized through free desorption of the gas, then gas is injected into all the annular gas bags through the gas injection pipe, all the annular gas bags are expanded in sequence to extrude the positions with collapsed holes so that the positions can be pressed and expanded, and active hole protection work is achieved; and meanwhile, the annular air bag expands to compress the space in the drill hole, so that the air pressure in the drill hole is increased, then the annular air bag retracts when gas is exhausted, and the cycle is repeated, so that variable-frequency pneumatic shock waves can be formed in the gas extraction drill hole to crack a coal body, and the coal seam gas is displaced to be quickly desorbed into the drill hole after fracturing, so that efficient gas extraction is realized.

The invention belongs to the technical field of coal seam pressure relief and permeability improvement, and relates to a core rod jacking type mechanical reaming device and method, and the device comprises a core rod jacking type reamer, a core rod drill rod, a combined type rotary water tail and a hydraulic propeller which are sequentially connected from head to tail. The core rod jacking type reamer adopts a core rod pushing linkage structure, and the opening or closing state of a tool arm is accurately controlled; the core rod drill rod provides core rod guiding conduction, and deep hole reaming is achieved. The composite rotary water tail is used for rotary dynamic sealing connection of the drill rod core rod and the hydraulic propeller; the hydraulic propeller is used for being connected with hydraulic power and providing hydraulic propelling power for the guide rod. According to the device, hydraulic pressure serves as power to achieve rapid unfolding and retracting of the reaming cutter, the reaming speed is increased, the gas extraction drilling and reaming requirements are met, stable operation can be achieved under the complex geological condition, and the high field popularization value is achieved.

The invention provides a cast-in-place pile construction system and method in a soft foundation area. The system comprises a drilling system, a grouting system, a monitoring system and a control system, wherein the drilling system is used for drilling and monitoring and optimizing the drilling condition; the grouting system is used for grouting into the drill hole and optimizing grouting parameters; the monitoring system is used for monitoring conditions in the drill hole and slurry parameters of grouting; the control system is electrically connected with the drilling system, the grouting system and the monitoring system and used for controlling the drilling system to drill holes and the grouting system to grout and adjusting construction parameters of the drilling system and the grouting system according to information monitored by the monitoring system. According to the invention, the drilling system and the grouting system can perform monitoring and optimization, and meanwhile, the monitoring system performs real-time monitoring, so that the control device can conveniently adjust the drilling system and the grouting system, the construction quality of the cast-in-place pile is improved, the construction efficiency can be improved, and even if a problem encounters in the construction process, the problem can be timely monitored and optimized.

The invention relates to the technical field of underground water detection, in particular to an underground water pollutant detection device and a detection method. The structure layout is more reasonable, interference to a water sample of a water taking layer caused by falling of upper-layer soil is effectively prevented, and the underground water pollutant detection precision is improved; comprising a machine frame, a sliding base installed on the machine frame in an up-down sliding mode, a discharging barrel piece fixedly installed at the bottom of the sliding base, a wall protecting barrel detachably connected with the discharging barrel piece, a rotating shaft rotationally installed on the sliding base, and a rotating driver providing power for rotation of the rotating shaft. The water sample detection assembly is installed on the upper portion of the wall protecting cylinder, the isolation soil shoveling assembly is installed at the bottom of the rotating shaft, spiral conveying blades matched with the inner walls of the wall protecting cylinder and the discharging cylinder piece are arranged on the rotating shaft, and the water sample detection assembly is used for detecting an underground water sample; the isolation soil shoveling assembly comprises a piston matched with the inner wall of the wall protecting cylinder and the inner wall of the discharging cylinder part, and a plurality of penetrating openings evenly distributed in the circumferential direction are formed in the piston.

The invention relates to the technical field of drilling devices, and discloses a coal mine goaf working face drainage hole drilling device which comprises a base, and a plurality of supporting stand columns are fixedly arranged at the bottom of the base. When the device is used and used for drilling operation, the reaming function can be achieved through overturning of the drilling pieces, the supporting barrel can smoothly enter a hole, slurry, drilling slag and cooling water can be rapidly discharged through the flow guide grooves in the supporting barrel, and the situation that a drill bit is stuck due to too much drilling slag is avoided; according to the drilling tool, the phenomenon that the drilling tool and the supporting barrel are clamped in the drilling process can be avoided, in the drilling process, through the interaction of the clamping groove and the trapezoidal clamping block, the pointed-end inserting rod is inserted into the inner wall of the hole to fix the supporting barrel, the supporting barrel is left in the hole, the hole is effectively prevented from collapsing through supporting at different positions, and meanwhile the drilling tool is convenient to use. In the pulling-out process, friction between the drill rod and the supporting roller drives the cleaning roller brush to rotate, and the outer wall of the drill rod is cleaned.

The utility model discloses an underground drilling and caving device, which comprises a vertically arranged columnar main body seat and an expansion wing arranged on the columnar main body seat, the main body seat comprises a cylindrical body, the expansion wing comprises a telescopic rod vertically arranged in the body, the upper end of the telescopic rod is vertically and elastically connected with the body, and the lower end of the telescopic rod is connected with a push block; an installation opening is formed in the outer wall, corresponding to the push block, of the lower portion of the body, the expansion wing further comprises a blade wing hinged to the interior of the installation opening, and the blade wing is arranged to be capable of being unfolded outwards under the pushing effect of the push block. By means of the mechanical cave-making method, the cave-making strength can be enhanced, a coal wall can be effectively cut when the coal seam hardness is large, the size of a cave-expanding space can be fixed by stabilizing water pressure, the cave-expanding space can be quantized through the blade unfolding radius, the operation efficiency and accuracy are improved, the operation risk is reduced, and drilling and cave-expanding are stable and reliable; operation faults and safety risks are reduced, and safety and quality of gas drainage operation are improved.

The invention discloses a self-adaptive pre-pressure-relief danger relieving device for a deep mine. The self-adaptive pre-pressure-relief danger relieving device comprises a supporting assembly. The supporting assembly comprises two side supporting plates which are symmetrically arranged, a top supporting plate is installed on the tops of the side supporting plates through connecting plates, and a plurality of pressure relief buffering assemblies which are arranged at equal intervals are installed on the outer walls of the side supporting plates and the outer wall of the top supporting plate. A pressure relief channel is established through the drilling assembly, continuous and directional hydraulic pressure relief is achieved in combination with the jet flow pressure relief assembly, rock mass fractures are effectively expanded, in addition, high-energy shock waves can be rapidly released through the blasting pressure relief assembly, strong pressure relief is achieved, and the device is suitable for a high-stress area; the jet flow pressure relief assembly and the blasting pressure relief assembly are switched in the hollow anchor rod, and an external water supply system and a blasting control system are connected, so that a mine has high adaptive capacity and safety performance according to different pressure relief requirements.

The invention relates to cast-in-place pile reaming equipment and a reaming construction method.The cast-in-place pile reaming equipment comprises an outer pipe, an inner pipe and a drill bit, a first hydraulic cylinder corresponding to the inner pipe is arranged in the outer pipe, the drill bit is located at the bottom of the inner pipe, the inner pipe moves up and down along the outer pipe through the first hydraulic cylinder, and an upper flange is arranged on the outer pipe; an upper flange is arranged on the inner pipe, a lower flange corresponding to the upper flange is arranged on the inner pipe, pressing arm assemblies which are hinged to each other are arranged between the upper flange and the lower flange, reaming plates are arranged on the pressing arm assemblies, and alloy blocks are arranged on the reaming plates. According to the cast-in-place pile reaming equipment and the reaming construction method, through multi-point stress and dynamic angle adjustment, stable supporting and fixing are achieved through the pull rope assembly and the winding assembly, directionality is ensured through the guide assembly, the reaming efficiency and stability are remarkably improved, safety and equipment adaptability in the construction process are enhanced, and the construction efficiency is improved. And meanwhile, the construction quality and the improvement of the overall performance are ensured.

The invention belongs to the technical field of karst geology bridge foundation construction and foundation treatment, and discloses a strong development karst geology bridge pile foundation grading treatment and composite pile forming construction method, which realizes on-demand treatment and grading construction through advanced geological detection and karst grade division and reasonable selection of construction modes according to different karst cave types. The problems of material waste and excessive grouting caused by construction are effectively avoided; a conventional cast-in-place pile is directly adopted in a micro-pore area, the process is simplified, and the cost is saved; for isolated karst caves and through karst caves, low-pressure grouting and synchronous pouring are designed correspondingly, the treatment difficulty is lowered, and the field resource utilization rate is increased; the construction method has extremely high field adaptability, can flexibly deal with complex and changeable karst structures, effectively realizes segmented independent grouting by adopting a multi-segment isolation guide pipe structure and combining with an intelligent grouting-pouring synchronous control system, and prevents slurry streaming or concrete loss between different construction depths.

The invention discloses a new energy system for efficient ventilation, cooling and comprehensive utilization of a heat damage mine, and relates to the technical field of ventilation and cooling of the heat damage mine, the new energy system comprises a liquid air energy storage power station, a liquid air conveying pipeline system arranged in a liquid air conveying stratum drill hole, and an underground liquid air storage and conveying system arranged in an underground chamber of a mine area; the liquid air conveying pipeline system is used for connecting the liquid air energy storage power station and the underground liquid air storage conveying system; the underground liquid air storage and conveying system comprises an underground liquid air storage station and an underground liquid air conveying system; the underground liquid air storage station is used for storing liquid air; and the tail end of the underground liquid air conveying system is communicated with the underground mining area and is used for ventilating, cooling and comprehensively utilizing energy for the underground mining area. The efficiency of a traditional ventilation and cooling process is improved, the means of using liquid gas for industrial production underground is added, the energy consumption cost of mine production is greatly reduced, and the effects of energy storage and efficiency improvement can be provided for a ground power supply system.

The invention relates to the technical field of mining equipment, and discloses a narrow-machine-body automatic drilling machine which comprises a rack and a drill rod box, a clamping device and a driving drill rod are arranged on the rack, and a drill rod transferring system composed of an auxiliary mechanical arm, a transferring groove and a main mechanical arm is arranged between the rack and the drill rod box. The main manipulator comprises a rotary speed reducer, a rotary arm, an overturning assembly, a first clamping assembly and a swing assembly which are connected in sequence, the auxiliary manipulator is arranged at the top of the drill rod box in a sliding mode, and a drill rod to be clamped reaches the position above the driving drill rod under the action of the main manipulator and swings into the clamping device under the action of the swing assembly; after the technical scheme is adopted, the distance between the driving drill rod and the tail of the drill rod to be clamped can be reduced, the width of a drilling machine body is further reduced, and the drilling machine can better adapt to the working environment of a narrow roadway of an underground coal mine.

A dual-hydraulic multifunctional tool capable of continuous plugging and drilling, and a method. The tool comprises an outer pipe (1), a throttling sleeve (2), a trigger rod (3), a driving sleeve (4) and a drill bit (8), wherein a plurality of cutter blocks (6) are provided in a lower side wall of the outer pipe (1), the throttling sleeve (2) is vertically movably disposed in the outer pipe (1), the trigger rod (3) is connected to the bottom of the throttling sleeve (2), and a plurality of push blocks (41) are circumferentially provided on an outer wall of the driving sleeve (4) at intervals. The throttling sleeve (2) can move downward by a preset distance when the displacement of a fluid injected thereinto reaches a preset value, and can drive the trigger rod (3) to move downward and be inserted into the driving sleeve (4) to create a throttling effect, so that the fluid pushes the driving sleeve (4) to move downward to a preset position, the push blocks (41) push corresponding cutter blocks (6) outward, and the cutter blocks (6) are open outward. The tool and method can replace existing plain drill pipes to perform cement injection and plugging, and can also replace roller bits to drill through cement plugs, thereby implementing multiple continuous cement plugging operations without tripping out. Furthermore, after cement plugs are drilled through, the tool still has normal drilling capability, thereby reducing the number of trips, and greatly shortening a plugging operation cycle.

The invention discloses a two-way sampling device for geological exploration based on pit exploration and a sampling method.The two-way sampling device comprises a mounting frame with a movable seat at the bottom, a main shaft system, an auxiliary shaft drilling system and a hydraulic propelling system are mounted on the mounting frame, and the main shaft system and the auxiliary shaft drilling system are connected through a magnetic coupler; the main shaft system drives the auxiliary shaft drilling system to rotate through the magnetic coupler, and the hydraulic propelling system pushes the auxiliary shaft drilling system to horizontally move, so that the auxiliary shaft drilling system performs sampling operation. According to the two-way sampling device for geological exploration based on pit exploration, single-side sampling or double-side simultaneous sampling can be achieved, the sampling efficiency is high, the whole device can be stabilized through the sampling pipes on the two sides during sampling, manpower can be saved, equipment damage caused by too large load can be avoided, the maintenance cost is reduced, and the sampling efficiency is improved. And the hardness of rocks on the two sides can be compared through the spindle system, working efficiency is high, operation is easy, and use is convenient.

The present invention relates to the technical field of underground coal mine excavation supporting devices, and in particular to a single-arm wheeled bolt and anchor cable drilling jumbo for a coal mine. The drilling jumbo comprises a wheeled chassis, a multi-degree-of-freedom working arm, and an airborne automatic drilling rig; the wheeled chassis carries the whole drilling jumbo; a main structure is divided into a front frame and a rear frame; one end of the multi-degree-of-freedom working arm is fixedly connected to the tail of the rear frame, and the other end of the multi-degree-of-freedom working arm is connected to the airborne automatic drilling rig and has a plurality of motion degrees of freedom relative to the rear frame; the plurality of motion degrees of freedom constitute two-stage fine tuning acting on the airborne automatic drilling rig; the first-stage fine tuning positioning is achieved by lifting / lowering, left and right swinging, extension and retraction, and rotation of the working arm; the second-stage fine tuning positioning is achieved by left and right swinging, forward and backward folding, and vertical lifting / lowering of a leveling swing mechanism; large-range adjustment of the airborne automatic drilling rig is achieved by means of cooperation of the plurality of motion degrees of freedom, and the requirements of full-section roof, side, and floor bolting are met; and the present invention replaces a traditional mode in which a hand-held pneumatic bolt drilling rig and an existing bolt and anchor cable drilling jumbo are manually operated to perform supplemental bolt and anchor cable installation.

The invention provides a reverse-circulation large-diameter binding type down-hole hammer reamer bit and a slag discharging method. The reverse-circulation large-diameter binding type down-hole hammer reamer bit specifically comprises a drill bit shroud, an air distribution chamber, a central pipe combination, a down-hole sub hammer and a slag suction opening, wherein the slag suction opening is formed in the bottom of a central pipe and used for sucking crushed rock slag into a drill rod through negative pressure so as to discharge the rock slag. For bedrock large-diameter water-containing stratum reaming drilling, the unique slag suction opening is formed in the bottom of the center pipe, tail gas of the down-the-hole hammer forms entrainment airflow to push liquid in a drill hole to return to the ground surface from the slag suction opening, and the stable continuous reverse circulation slag discharging effect is achieved by means of gas lift water level rising of tail gas pressure of the down-the-hole hammer; and the drilling efficiency of the large-diameter binding type down-the-hole hammer is improved, and the stable and continuous deslagging effect is extremely good in construction application.

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 relates to the technical field of coal mining equipment, in particular to a dual-power large-diameter inner deslagging wall protection type soft coal seam drilling device and a construction method thereof. According to the technical scheme, the drill bit comprises outer drill rods, a spiral inner drill rod, a pipe drill bit, a PDC drill bit and an inner rod body, a composite slice drill bit is arranged at one end of the pipe drill bit, the inner rod body is arranged in the pipe drill bit, the PDC drill bit located on one side of the slice drill bit is arranged at one end of the inner rod body, and multiple sections of outer drill rods are arranged on one side of the pipe drill bit. A plurality of sections of spiral inner drill rods located in the outer drill rod are arranged on one side of the inner rod body. By means of the large-diameter dual-power dual-channel inner deslagging structure, the problems of drilling in a soft medium layer, hole spraying, hole collapsing, drill holding and other serious phenomena are mainly solved, the hole forming rate is low, the hole drilling construction difficulty is large, coal holes can be subjected to wall protection, the deslagging efficiency is improved, and the hole forming rate is increased.

The invention relates to the technical field of drilling, in particular to a drilling device with an ultra-long drill rod and a drilling method. The super-long drill rod well drilling device comprises a drill bit and a lengthening rod connected to the tail end of the drill bit, a liquid cavity is formed in the lengthening rod, cooling liquid is contained in the liquid cavity, a flow guide cavity is formed in the drill bit, a variable-diameter rod is arranged at the bottom end of the lengthening rod, a variable-diameter cavity is formed in the top of the flow guide cavity, and the variable-diameter rod is arranged in the variable-diameter cavity. Matched thread structures are arranged between the outer wall of the variable-diameter rod and the cavity wall of the variable-diameter cavity, a through hole is formed in the variable-diameter rod, a sinking cavity is formed in the top end of the through hole and communicated with the bottom end of the liquid cavity, the hole diameter of the sinking cavity is smaller than the cavity diameter of the liquid cavity, and the diameter of the sinking cavity is larger than that of the liquid cavity. The bottom end of the through hole is communicated with the flow guide cavity, a heat collection cavity is formed in the bottom end of the flow guide cavity, the heat collection cavity is filled with an expansion medium, and compared with the prior art, the cooling mode has the advantages that cooling liquid is reasonably applied, and waste is reduced.