123 results about "Support pressure" patented technology

The invention discloses a tunnel trolley supporting system and method intelligently adapting to geological conditions, and belongs to the technical field of tunnel safety supporting. The device comprises a supporting truss, a rigid supporting mechanism and a flexible supporting mechanism. Wherein the flexible supporting mechanism comprises an air bag which is used for preliminarily supporting the surrounding rock of the tunnel; the rigid supporting mechanism comprises a mounting frame, a plurality of air chambers are arranged in the mounting frame, and adjusting assemblies are arranged in the air chambers; the adjusting assembly comprises a piston plate and a piston rod located on the piston plate, and the free end of the piston rod penetrates through the mounting frame, then extends into the air bag and is connected with a supporting plate. The supporting plates are used for carrying out secondary supporting on the tunnel surrounding rock from the interior of the air bag, the supporting pressure of each supporting plate can be adjusted through the inflation pressure in the corresponding air chamber so as to adapt to different geological conditions, good self-adaptive capacity is achieved, and dynamic distribution of the surrounding rock pressure is achieved.

The invention belongs to the technical field of tunnel construction, and relates to a longitudinal slope non-uniform rectangular tunnel surface support pressure calculation method, which comprises the following steps: adjusting an included angle between a wedge and a working surface in a six-block silo-wedge model based on the gradient of a tunnel to be tunneled to obtain an upslope optimization model; on the basis of a stress system of the rectangular pyramid wedge-shaped body and the triangular prism wedge-shaped body in the tunneling process, a mechanical equation of the rectangular pyramid wedge-shaped body in the tunneling process and a mechanical equation of the triangular prism wedge-shaped body in the tunneling process are constructed, and then a critical support pressure control equation representing the working face stability in the tunneling process is obtained; constructing a support pressure equation of the soil cabin partition plate by utilizing a stress balance principle of a soil cabin soil body along a tunneling slope direction; and calculating the supporting pressure of the soil cabin partition plate in real time by utilizing a supporting pressure equation of the soil cabin partition plate based on the tunneling gradient, the burial depth, the working face width, the working face height and the wedge-shaped body sliding face inclination angle in the tunneling process so as to judge whether the working face is stable in the tunneling process of the to-be-tunneled tunnel.

Disclosed in the present disclosure is a supporting bolt, a cantilever supporting structure and a conducting device. The supporting bolt includes a locking screw, a support screw sleeve, and an elastic supporting member. The locking screw is fixedly connected the pressure receiving structure. The support screw sleeve is fixedly connected the pressure applying structure and is slidably disposed on an outer surface of the locking screw along a direction of the central axis within a sliding range. The elastic supporting member includes a first elastic member, a first end of the first elastic member is compressed against the support screw sleeve, and a second end of the first elastic member is compressed against the pressure receiving structure, the first elastic member has an elastic force along the pressure receiving structure towards the pressure applying structure to support the pressure applying structure.

The application discloses a method for determining support pressure of a tunnel face in opposite excavation, and comprises the following steps: S1, establishing an active failure mode of a soil body of the tunnel face in opposite excavation, wherein the active failure mode comprises a logarithmic spiral wedge-shaped sliding surface failure body in front of two tunnel faces and a semi-elliptical collapse body above and in front of the two tunnel faces; S2, obtaining a moment balance equation of the logarithmic spiral wedge-shaped sliding surface failure body and the semi-elliptical collapse body based on a limit equilibrium method; and S3, reversely deducing a critical support force P of the tunnel face in opposite excavation according to the moment balance equation. The active failure mode and the critical support force P obtained by calculation are reliable and reasonable.

The utility model provides a kind of inside and outside pressure balancing device of honeycomb block uniform impregnation, it is related to the technical field of honeycomb block production device, to solve the problem that atmospheric pressure impregnation: glue solution can only pass through surface penetration vacuum impregnation: although it can accelerate penetration, but honeycomb internal air cannot be discharged in time;Including impregnation carrier frame, bearing support frame, closed carrier cover and bearing support;The impregnation carrier frame bottom is fixedly provided with support bottom frame;The bearing support frame is fixedly set in the impregnation carrier frame top, and the inboard of bearing support frame is fixedly provided with positioning support;The closed carrier cover is set in the bearing support frame top;The bearing support is fixedly set in the installation base bottom, and the bottom of bearing support is fixedly provided with closed pressure block;Installation side frame moves by the support of hydraulic prop supporting pressure-boosting support plate, so that pressure-boosting support plate extrudes colloid carried by impregnation support frame, so that colloid uniformly applies pressure to the whole inside and outside of honeycomb block for impregnation, and pressure guide branch pipe guides the gas generated by extruding the inboard of impregnation carrier frame.

The invention discloses an advanced small pilot tunnel construction method for a high ground stress soft rock tunnel, belongs to the technical field of tunnel engineering construction, and adopts an excavation mode of combining a micro-step with a small pilot tunnel method and a support measure of combining a composite lining structure with a retractable U-shaped steel frame for temporary support. When crossing through a high-ground-stress soft rock stratum, by constructing the advanced small pilot tunnel, the effects of geological pre-judgment, risk pre-prevention and control, stress release in advance, support pressure relief, disturbance reduction and surrounding rock loosening circle reduction can be achieved. The surrounding rock deformation after the main tunnel is excavated is effectively reduced, so that the high-crustal-stress soft rock tunnel is efficiently and safely constructed.

The utility model relates to the technical field of hot runner molds, in particular to an ejection mechanism for a hot runner mold, which mainly comprises a supporting bottom plate, a lower mold block arranged at the top end of the supporting bottom plate, an upper mold block arranged at the top end of the lower mold block, a connecting top plate arranged at the top end of the upper mold block, and an ejection adjusting component arranged at the top end of the lower mold block. The ejection adjusting assembly comprises a telescopic ejector rod, an elastic connecting piece is arranged on the inner side of the telescopic ejector rod, an adjusting sliding block is arranged at the top end of the telescopic ejector rod, and a fool-proof ejector block is arranged on the inner side of the adjusting sliding block. According to the ejection mechanism for the hot runner mold, the lower mold block and the upper mold block are separated through movement of the telescopic ejection rod, buffering connection is carried out through the elastic connecting piece in the moving process, the protection performance is improved, the adjusting sliding block and the positioning block on the inner side are clamped and positioned through the fool-proof ejection block, and the safety is improved. The supporting pressure of the telescopic ejector rod can be shared in the using process, abrasion of the telescopic ejector rod is reduced, and the using efficiency of the mold is ensured.

The utility model discloses a kind of bushing press fitting machine, including machine body, rotating limiting mechanism being arranged at the one side of machine body and top pressure subassembly being arranged at the other side of machine body, the rotating limiting mechanism includes the fixed plate being connected with the output end of step motor and the limiting rod for limiting fixed plate offset, detachably provided with pressure assembly on the fixed plate, the pressure assembly includes guide sleeve and the pressing plate being arranged on guide sleeve, lifting assembly is provided at the position below corresponding top pressure subassembly on the machine body, the lifting assembly includes the bottom plate lifted by push block drive.This utility model sets rotating limiting mechanism to position rotation to the position below top pressure subassembly, and top pressure subassembly promotes pressure assembly to press bushing into workpiece, among them, lifting assembly is also provided, to make bottom plate support pressure assembly in press fitting process, to improve press fitting efficiency.

The utility model relates to pressure vessel transportation technical field, specifically disclose a vertical pressure vessel transportation support, including the trolley, the trolley includes the bracket, and one side of bracket is connected with the bottom plate, and the other side of bracket is equipped with the wheel, and the upper end of bracket is connected with the handle, the inside of bracket is equipped with the support mechanism of supporting pressure vessel, the both sides of bottom plate are equipped with the side guard frame, and the front end of side guard frame is connected with the guard door, the upper portion of support mechanism is equipped with the locating rack, the locating rack includes the first locating rod and the second locating rod of V type structure, the first locating rod and the second locating rod are connected through the first threaded rod between and the interval is adjustable, and the first locating rod is connected with the second locating rod all with the side guard frame, and the first locating rod and the second locating rod sleeve are positioned to the outside of pressure vessel, the utility model discloses the stability of pressure vessel in the transportation process is ensured through support mechanism and locating rack, and the safe use is ensured.

The utility model discloses a combined top beam hydraulic support, and relates to the technical field of hydraulic supports. Comprising a base, driving mechanisms are fixedly installed between the front inner wall and the rear inner wall of the base and close to the left and right positions, rolling wheels are fixedly installed at the four corners of the lower surface of each driving mechanism in a rectangular shape, and first rectangular openings are formed in the positions, corresponding to the rolling wheels, of the lower side wall of the base; a front beam is hinged to the left side face of the top beam, pressure detection mechanisms are arranged in the top beam and the front beam, and supporting mechanisms are arranged on the upper surfaces of the pressure detection mechanisms. According to the hydraulic support, the moving function of the hydraulic support is added, the hydraulic support can be conveniently moved, the moving process is more stable, meanwhile, the supporting pressure of the hydraulic support can be monitored, the problem of overlarge pressure can be solved in time, use is safer, the supporting position can be adjusted, and supporting is more convenient.

The utility model discloses a powder pressing hammer which comprises a hammer head used for flattening powder and a pressing mechanism, the hammer head is provided with a main rod used for installing the pressing mechanism, and a movable channel is arranged in the main rod. The downward pressing mechanism comprises a pressing rod internally provided with an impact channel, an impact piece arranged in the impact channel, an impact spring used for driving the impact piece to press downwards and a reset buffer spring used for supporting the pressing rod, and a limiting through hole communicating with the impact channel is formed in the side wall of the pressing rod. A movable limiting piece used for preventing the impact piece from moving downwards is arranged in the limiting through hole, and the movable limiting piece moves back and forth in the movable channel and the impact channel through the limiting through hole. And an impact control part for jacking the movable limiting piece into the impact channel is arranged in the movable channel. By means of the coffee powder pressing device, the powder pressing effect that coffee powder is evenly scattered and punched in sequence can be achieved.

The invention discloses a novel sealing structure for adjusting the internal support pressure of a water stop rubber seal of a gate through gas-liquid two-phase conversion, which is characterized in that at least one axial cavity is arranged on a sealing strip, the cavity can be distorted, deformed and self-recovered, the cavity is filled with a volatile medium, the cavity is kept in an expansion state, the filling volume proportion of the medium is 50 + / -5%, and the filling volume proportion of the medium is 50 + / -5%. The sealing structure is provided with a cavity and is filled with a gas-phase medium and a liquid-phase medium, the filling volume of the liquid-phase medium is about half of the volume of the cavity, and the remaining cavity space is filled with the gas-phase medium, so that the cavity is kept in an expanded state. The gas-phase medium is guaranteed to be sufficient through existence of the liquid-phase medium, pressure and temperature changes are compensated, it is guaranteed that the cavity is in an expansion state all the time, through gas-liquid conversion, when the cavity is compressed, deformation pressure of volume reduction of part of the space is shared through gas-liquid conversion, certain pressure is still kept to support deformation of the cavity, and acute-angle breakage of the cavity is reduced.

The application discloses a method for determining support pressure of a tunnel face in opposite excavation, and comprises the following steps: S1, establishing an active failure mode of a soil body of the tunnel face in opposite excavation, wherein the active failure mode comprises a logarithmic spiral wedge-shaped sliding surface failure body in front of two tunnel faces and a columnar collapse body above the two tunnel faces; S2, determining a geometric relationship of the active failure mode, and obtaining a moment balance equation of the logarithmic spiral wedge-shaped sliding surface failure body and the columnar collapse body based on a limit equilibrium method; and S3, reversely deducing and calculating a critical support force P of the tunnel face in opposite excavation according to the moment balance equation. The active failure mode and the critical support force P obtained by calculation are reliable and reasonable.

The invention discloses a small-clear-distance tunnel backward shield excavation face support pressure determining method which comprises the steps that soil parameters are collected, data comprise soil cohesion and internal friction angle data, geometric parameters of tunnel diameter, burial depth and clear distance are recorded, numerical model construction is conducted through the collected parameters, numerical models of a tunnel and surrounding soil are constructed, and the tunnel backward shield excavation face support pressure is determined. Meanwhile, analyzing the stress state, stratum type and address characteristic data of the soil body by utilizing a numerical model, simulating an excavation process after data analysis is completed, simulating a propelling process of a shield tunneling machine, gradually removing the soil body, applying corresponding support pressure, and recording the support pressure, soil body deformation and displacement data at different time points; the method is based on numerical simulation and machine learning methods, the multi-factor coupling influence is systematically considered, blindness of an experience method is avoided, the established relational expression covers a wide parameter change range, and the method can be suitable for small-clear-distance projects with different geological conditions and tunnel design parameters.

The application provides a caving mechanism control system based on working resistance, and relates to the technical field of underground coal mining, wherein the system comprises: a mine pressure monitoring device for monitoring the working resistance of a hydraulic support column; an intelligent control device for acquiring a standard pressure drop value of a standard working resistance curve of a rear row column, and acquiring a hydraulic support pressure drop value in real time through the mine pressure monitoring device; when the pressure drop value reaches the standard pressure drop value, a caving mechanism return instruction is sent to the hydraulic support; and an electro-hydraulic control device for controlling the hydraulic support and the caving mechanism thereof to close the caving opening according to the return instruction, and completing the caving action. The application enables the hydraulic support to close the caving opening in time to complete the caving action through the caving mechanism return instruction, thereby improving the top coal recovery rate, reducing the mixed gangue rate, and improving the production capacity and the degree of automation.

The utility model discloses a cross balance beam storage support for a nuclear power ring crane, and belongs to the technical field of storage racks, a base is a cuboid, a lifting ring matched with a lifting appliance is fixedly mounted in the center of the base, supports are fixedly mounted on the lifting ring in a bilateral symmetry manner, U-shaped holes are formed in the top ends of the two supports in the same direction, and the U-shaped holes are communicated with the lifting appliance. And a buffer device is arranged in the bracket below the U-shaped hole. According to the utility model, the U-shaped spring block is pushed by the buffer device, so that the U-shaped spring block is propped against the cross beam, and the elastic force of the spring is used for counteracting part of the weight of the lifting appliance to share the pressure of the bracket; the lifting ring is in contact with the lifting appliance, so that the pressure of the bracket is further shared, and the pressure distribution of the bracket is more uniform; by utilizing the hoisting device, the hoisting tool and the bracket can be conveniently matched for hoisting, so that the bracket is more flexible to move.

The invention provides a karst tunnel excavation support pressure reliability design method based on threshold gradient. According to the method, aiming at three random variables in an HB constitutive model, firstly, center composite sampling is carried out in a standard normal space to obtain seven test points, coordinates of the test points are converted into an original parameter space, a failure threshold value of each test point is obtained through calculation by establishing a numerical model, then a secondary response surface agent model without cross terms is established, and the failure threshold value of each test point is calculated. And establishing a tunnel face support force dominant threshold function by solving a linear equation set and determining seven coefficients of the proxy model, on this basis, proposing a standard normal space target reliability isoline checking point iteration method, performing checking point iteration on a sphere with the radius being the target reliability, and updating checking points in a gradient manner by adopting the threshold function. And calculating the collapse load of the design point during iterative convergence, so that the collapse load meets the requirement of a target reliable index. According to the method, the design complexity is reduced, and the design efficiency is improved.

Gas spring (100) comprising a. a pressure chamber filled with a gas in a pressure tube (110); b. a working piston (120) which is movable in the pressure chamber along a stroke axis (HA), c. a piston rod (140) attached to the working piston (120) and guided out of the pressure tube (110) along the stroke axis (HA) by a guide-sealing device (130), and d. a separating piston (150) arranged on the side of the working piston (120) facing away from the guide-sealing device (130) and displaceable along the stroke axis (HA) relative to the pressure tube (110) and relative to the working piston (120), e. wherein the separating piston (150) divides the pressure chamber gas-tight into a working chamber (112) containing the working piston (120) and a support chamber (113), characterized in that f. the gas spring (100) comprises a holding device (160), g. wherein the holding device (160) holds the separating piston (150) in a fixed position on the pressure tube (110) as long as a positive pressure difference between a support pressure of the gas in the support chamber (113) and a working pressure of the gas in the working chamber (112) is less than a predefined switching differential, and h. wherein the holding device (160) is designed so that a switching force caused by the pressure difference acting on the separating piston (150) releases the separating piston (150) from the pressure tube (110) as soon as the pressure difference reaches the switching difference, so that the separating piston (150) is movable onto the working piston (120).

The utility model discloses a kind of reinforcing rib plate bending tool, specifically related to bending tool technical field, including processing support frame, the both sides of the upper end of processing support frame are equipped with horizontal guide rail, the outside of the upper end of processing support frame is equipped with bending support, the outside of the upper end of horizontal guide rail is equipped with two moving plate, the upper end of bending support is equipped with multiple hydraulic telescopic rod, the output shaft of hydraulic telescopic rod is equipped with support pressure plate in the downside of bending support. The utility model is actually used, under the corresponding setting state of U-shaped installation groove, locking mounting plate, first mounting bolt, adjusting knob, locking pressure block, installation support plate, support top block and U-shaped limiting groove, support roller shaft and pressing roller shaft can be conveniently installed and disassembled, so that when bending work is carried out on different specifications of reinforcing rib plate, support roller shaft and pressing roller shaft can be replaced according to the shape of reinforcing rib plate.

The application discloses a large-diameter drilling parameter optimization and construction method based on a drilling pressure relief principle, which comprises the following steps: firstly, determining the width of a reserved coal pillar and the width of a to-be-excavated roadway, then determining the layout mode of large-diameter pressure relief drilling, then evaluating the impact danger degree of the coal seam where the to-be-excavated working face is located, and determining the corresponding drilling diameter according to different impact danger degree grades; determining the horizontal interval of adjacent large-diameter pressure relief drilling according to the pressure relief zone radius of each large-diameter pressure relief drilling, ensuring that the pressure relief zones formed around all the drillings can be interconnected, so as to form a complete weakened zone; determining the length of the large-diameter pressure relief drilling according to the coal seam mining thickness of the to-be-excavated working face, ensuring that the effective length exceeds the position of the peak value of the coal wall support pressure, so as to effectively relieve the pressure of the to-be-excavated roadway and the to-be-excavated working face; finally, performing pressure relief construction according to the determined parameters, so that the drilling construction efficiency can be improved under the premise of ensuring the safety of the coal mine.

The utility model discloses a mask machine material box conveying tool which comprises a material box body and connecting lugs fixedly connected to a chain for conveying the material box body at equal intervals, the front faces of the connecting lugs are fixedly connected with fixing pins, and the back face of the material box body is fixedly connected with sleeves movably connected to the fixing pins in a sleeved mode. A long screw is transversely arranged on the sleeve and the fixing pin in a penetrating manner; a fixing base is fixed to the back face of the material box body, a supporting pressure spring is installed in an inner cavity of the fixing base, supporting blocks are installed at the two ends of the supporting pressure spring, and a long screw is in threaded connection with the fixing base. The sleeves on the back of the material box body are sleeved on the fixing pins on the connecting lugs, and the long screws transversely penetrate through the sleeves and the connecting lugs to complete fixation, so that the material box is convenient to disassemble and assemble; the long section of the long screw is in threaded connection with the fixing base and is not prone to loosening, meanwhile, the supporting compression spring in the fixing base supports the long screw through elastic force, thread self-locking is achieved, the installation firmness is further improved, and the effects of being convenient to install, overhaul and maintain and not prone to loosening are achieved.

The utility model discloses a veneer reeling machine for pressure vessel production, which comprises a veneer reeling machine main body, the veneer reeling machine main body comprises a working table, an adjusting device and a compression roller are arranged on the working table, a supporting seat is hinged on the working table, a supporting screw rod and a supporting block are arranged on the supporting seat, a supporting groove is arranged on the supporting block, a sliding rail and a sliding plate are arranged on one side of the working table, and the sliding plate is arranged on the other side of the working table. A correcting frame is arranged on the sliding plate, a correcting plate is rotationally arranged on the correcting frame, a first correcting rod and a second correcting rod are arranged at one end of the correcting plate, a hydraulic cylinder is arranged at the other end of the correcting plate, a supporting block and a supporting groove are arranged on the supporting seat, the pressing roller is conveniently supported, and the height of the pressing roller can be adjusted through a supporting screw and the supporting block in cooperation with an adjusting device; the pressing roller is conveniently supported, the stability of the pressing roller is improved, by means of the lever principle, the hydraulic cylinder drives the correcting plate to rotate around the correcting frame, and the correcting plate drives the first correcting rod and the second correcting rod to correct the two sides of the winding drum.

To provide a metal fitting for assembling a temporary scaffold, which can be utilized when the temporary scaffold is assembled by combining a vertical temporary steel pipe support and an erection member having an end fixed to the support.SOLUTION: A cylindrical bearing member 8 fixed to one end of a thick-plate body 7 constituting the pressing member 3 is fitted between both side plate portions of the side 2a of the rising end portion of the wide base member 2, and the pressing member 3 is pivotally supported by a support shaft 10 penetrating the cylindrical bearing member 8 so as to be freely opened and closed. The fastening bolt-nut 4 is journaled by a support shaft 11 between both side plate parts of a lower side free end part side 2b of the wide base member 2 so as to be freely fitted to and removed from a U-shaped member 9 installed in a free end part of the thick plate bookbinding body 7, and a wedge driving recessed part 13 is formed in the thick plate bookbinding body 7.SELECTED DRAWING: Figure 1

The invention discloses a reinforced connection structure of a carbon fiber composite roller, and belongs to the technical field of composite rollers. Comprising a composite roller body, the outer layer of the composite roller body is a metal pipe, the inner layer of the composite roller body is a carbon fiber pipe, the length of the carbon fiber pipe is smaller than that of the metal pipe, connectors are installed at the ends of the composite roller body, shaft heads are arranged on the connectors, and one sides of the shaft heads abut against the metal pipe and the carbon fiber pipe respectively and are the inner sides. According to the reinforced connecting structure of the carbon fiber composite roller, the supporting pressure applying plate is arranged, the abutting ring is pushed to enable the radial length to be increased, the supporting pressure applying plate abuts against the inner circumferential wall of the carbon fiber pipe, the supporting pressure applying plate is located at the joint of the outer circumferential wall, the shaft head and the carbon fiber pipe, the radial friction force is increased, and the high supporting performance is achieved; the connector, the metal tube and the carbon fiber tube can be connected more stably under the action of high torque, and meanwhile, the use safety and the service life of the carbon fiber composite roller can be improved.

The application discloses an inclined shaft construction anti-rollover device and an application method thereof. A track vehicle can move in an inclined shaft along a track through external traction. An anti-rollover mechanism is installed on a working platform of the track vehicle, and a slag removing mechanism is also installed on the track vehicle. When the track vehicle moves forward and backward along the track under the action of external traction, the track vehicle drives the anti-rollover mechanism and the slag removing mechanism to move in the inclined shaft. The slag removing mechanism can rotate on the working platform to perform slag removing work on the wall surface around the parking position of the track vehicle. When the slag removing mechanism works, an intelligent control strategy is adopted to adjust the support pressure of a hydraulic cylinder of the anti-rollover mechanism according to the stress of the slag removing mechanism and the stress of the track vehicle, so that the track vehicle is prevented from rolling over due to the force between the slag removing mechanism and the wall surface of the inclined shaft during the slag removing work. The application has the advantages of simple structure and high reliability, and the safety and working performance of the track vehicle and the working device are considered.

The utility model relates to the technical field of mine pressure monitoring devices, in particular to a coal mine support mine pressure monitoring device which comprises a containing disc, a rotary knob is rotationally installed on the side wall of the containing disc and fixedly connected with a ratchet wheel, a transmission assembly is arranged between the rotary knob and the ratchet wheel, and a take-up mechanism is arranged at the end, away from the rotary knob, of the transmission assembly and comprises a reciprocating lead screw. The reciprocating lead screw is in threaded connection with a sliding block, a positioning rod is arranged at the top end of the sliding block, a matching piece is arranged at the bottom of the sliding block, a sliding groove is formed in the inner wall of the storage disc, the matching piece is slidably installed in the sliding groove, and the storage disc communicates with a wire outlet. Through the cooperation of the knob, the transmission assembly, the reciprocating screw rod and the sliding block, the rotary knob is rotated to stably drive the reciprocating screw rod to rotate, so that the sliding block reciprocates along the reciprocating screw rod, the sliding groove is matched to support the sliding block to move, efficient and stable storage of the connecting line is achieved, and meanwhile the positioning rod limits the connecting line, so that the connecting line is more stable. Inconsistent tightness between turns of the coil is avoided, and stable circuit performance is ensured.

The present invention belongs to the technical field related to shield construction safety control, and discloses a shield propulsion pressure control method and equipment, comprising the following steps: (1) constructing a three-dimensional rotating body failure structure model of the composite stratum excavation surface based on the influence of the uncertainty of the soil parameters of the composite stratum on the stability of the shield excavation surface; (2) constructing a reliability analysis index system for the stability of the excavation surface, and calculating the value of the composite stratum ultimate support pressure under the soil parameters under the uncertainty condition under the reliability index; (3) constructing a load calculation module of the shield propulsion system and establishing a mathematical model of the shield hydraulic propulsion system, and then constructing a control model of the shield propulsion system, wherein the control model adopts a fuzzy PID control algorithm for propulsion force control; wherein the control model uses the input voltage of the proportional overflow valve of the shield hydraulic propulsion system as input and uses the propulsion pressure of the shield propulsion system as output. The present invention can accurately control the propulsion pressure.

The invention relates to the technical field of coal mine intelligent mining, in particular to a coal mine mining intelligent scheduling method based on data driving, which comprises the following steps: S1, synchronously acquiring a roof pressure monitoring value in a mining unit and an actual pressure value of a hydraulic support; s2, calculating a real-time ratio of the top plate pressure monitoring value to the actual pressure value of the hydraulic support, and outputting a pressure balance index; s3, generating a geological risk grade code according to the index deviation direction and amplitude; s4, outputting a cooperative adjustment instruction set of the hydraulic support group; and S5, performing avoidance reconstruction on the advancing path of the coal mining machine, and outputting a safe mining track. According to the method, through a real-time pressure sensing and path linkage regulation and control mechanism, rapid identification of geological risks and dynamic avoidance of the operation path in the coal mining process are realized, and the accuracy of scheduling response and the operation safety of the operation system are remarkably improved.

The invention discloses a PZT sensing high-damping rubber support pressure stress identification method and equipment, and belongs to the technical field of rubber support health monitoring. According to the PZT sensing high-damping rubber support pressure stress identification method, a piezoelectric ceramic sensor is pasted on a high-damping rubber support, and an initial piezoelectric admittance value when the high-damping rubber support does not bear a load is monitored; when the high-damping rubber support bears a load, monitoring a real-time piezoelectric admittance value of the high-damping rubber support; the method comprises the steps that a real-time piezoelectric admittance value and an initial piezoelectric admittance value are obtained, the real-time piezoelectric admittance value and the initial piezoelectric admittance value are compared, the offset of harmonic peak frequency in the conductivity characteristics is extracted, and according to the function relation between the frequency offset and vertical pressure stress, the pressure stress value of the high-damping rubber support is obtained through prediction. The function relation between the frequency offset and the vertical pressure stress is obtained through the model, and the stress state of the load rubber support in the service period can be accurately and quantitatively described.