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53results about How to "Troubleshoot setup issues" patented technology

Rolling bearing fault diagnosis method based on optimized variational mode decomposition

ActiveCN112345249AQuickly find the optimal solutionAvoid manual determinationMachine part testingKernel methodsAlgorithmMarginal spectrum
The invention provides a rolling bearing fault diagnosis method based on optimized variational mode decomposition, and the method comprises the steps: selecting 4096 sampling points of an original vibration signal as input signals of variational mode decomposition; optimizing the modal number and the secondary penalty factor of variational modal decomposition by adopting an improved bat algorithmand taking the minimum average envelope entropy as an optimization target; decomposing the original vibration signal by using the optimized parameters, and solving an energy entropy and an energy spectrum entropy of a decomposed component; taking the kurtosis, the correlation coefficient and the marginal spectrum entropy as screening criteria to screen the components, and solving main frequency distribution characteristics of the reserved components; and taking the energy entropy, the energy spectrum entropy and the main frequency distribution characteristics as characteristic vectors and inputting the characteristic vectors into a support vector machine so as to realize fault diagnosis. According to the method, the variational mode decomposition parameters are optimized through the improved bat algorithm, and the feature vectors are obtained according to the optimized parameters, so that manual parameter determination is avoided, the optimal solution can be found more quickly, and therecognition rate of the fault state is improved.
Owner:JIANGSU UNIV OF TECH

Transfer printing film prepared by means of digital printing and preparation method and application thereof

ActiveCN106808820ASolve the problem of micro-distortion transfer printingTroubleshoot setup issuesMonocarboxylic acid ester polymer adhesivesWax coatingsColor imageWax
The embodiment of the invention discloses a transfer printing film prepared by means of digital printing. The transfer printing film comprises a carrier membrane, a water-borne wax layer and a color image-text layer which are superposed in sequence. The embodiment of the invention further discloses a preparation method of the transfer printing film prepared by means of digital printing and an application of the transfer printing film. According to the transfer printing film prepared by means of digital printing and the preparation method and application thereof, the transparent visual inspection problem of image-text printed by the transfer printing film, the problem of micro-distortion transfer printing of the transfer printing film, the problem of printing plate omission, the problem of reducing printing procedures and lowering losses and the problem of efficient industrial production conventionally are solved, and the transfer printing film and the preparation method and application thereof are particularly suitable for small-single and short-single low-cost operation; the problems of white ink underpainting and glue setting of a transfer printing function layer are also solved; the problem of combining adhesion of the array powdered ink color image-text layer and a separating agent coating and the problem of separating the array powdered ink color image-text layer and the separating agent coating from a carrier base membrane together are even solved; and moreover, volatile organic compounds (VOC) are hardly generated, and therefore the printing environmental protection property is greatly improved, and epoch-making significance is achieved.
Owner:广东宏达印业股份有限公司

Shallow-to-deep foundation pit supporting structure and method

InactiveCN104746520ATroubleshoot setup issuesSolve the problem of bracing through the exterior wall of the structureExcavationsReinforced concreteRebar
The invention discloses a shallow-to-deep foundation pit supporting structure and method. The shallow-to-deep foundation pit supporting structure comprises a reinforced concrete internal supporting structure used for a deep foundation pit constructed at the later stage, a reinforced concrete bracket support and an H-shaped steel framework, wherein one end of the reinforced concrete internal supporting structure and one end of the reinforced concrete bracket support are both close to a shared shallow-to-deep foundation pit building outer wall, the H-shaped steel framework penetrates through the shared shallow-to-deep foundation pit building outer wall, one end of the H-shaped steel framework is connected to the interior of the reinforced concrete internal supporting structure, and the other end of the H-shaped steel framework is connected to the interior of the reinforced concrete bracket support; the other end of the reinforced concrete bracket support and a shallow foundation base plate are connected and are constructed at the same time; a waterstop steel plate is welded to the outer side of the H-shaped steel framework penetrating through the shared building outer wall. According to the shallow-to-deep foundation pit supporting structure, the whole construction time is short, a construction site is spacious, and materials can be transported and piled conveniently; meanwhile, the requirements for investing capitals in batches and putting commercial residential buildings in to the market by stages of construction units can be met.
Owner:南京市测绘勘察研究院股份有限公司

Method for connecting external scaffold with wall for large-span and ultra-story-height structures

The invention discloses a method for connecting an external scaffold with a wall for large-span and ultra-story-height structures. Connecting pieces (2) are embedded on the edge beam column of large-space concrete main body structures (1) and are used as wall connecting points (3); when an ultra-story-height structure is met, vertical inclined pulling steel pipes (5) are adopted to be connected with the external scaffold (4); included angles among the vertical inclined pulling steel pipes (5) and the main body structures (1) are 45-60 degrees; when a large-span structure is met, the external scaffold (4) is reliably connected with the main body structures (1) by adopting transverse inclined pulling steel pipes (7); and the included angle among the protections of the transverse inclined pulling steel pipes (7) on a horizontal plane and the external scaffold (4) is 45-60 degrees. The method solves the setting problem of the wall connecting piece of the external scaffold of the large-span and ultra-story-height structures, is applicable to public constructional engineering with difficult fixation of the wall connecting pieces of the large-span and ultra-story-height structures, can effectively guarantee construction safety, meets construction requirements, effectively utilizes resources, lowers engineering investment, and has wide market application prospect.
Owner:YONGSHENG CONSTR GRP

Sand filling bag for scour prevention and ballasting of deep sea wind-driven generator foundation protection

PendingCN112302056AAvoid transportAvoid the problem of poor installation accuracyProtective foundationNew energySeabed
The invention provides a sand filling bag for scour prevention and ballasting of deep sea wind-driven generator foundation protection, and particularly relates to the technical field of ocean engineering and marine new energy engineering. The sand filling bag comprises a wind-driven generator foundation structure, wherein the bottom of the wind-driven generator foundation structure is located on the seabed surface; the end of the wind-driven generator foundation structure is exposed out of the sea level; the wind-driven generator foundation structure comprises a plurality of annularly-arrangedfoundation piles; the foundation piles are sequentially connected in series; a main rod is arranged on the foundation piles; supporting rods are connected through reinforcing ribs; a supporting structure is arranged on the peripheries of the foundation piles, a plurality of ballasting sand bags are arranged at the upper ends of the foundation piles, and a plurality of sand filling bags are arranged on the supporting structure; the main rod is a hollow pipe, a plurality of sand filling branch pipes are arranged at the lower end of the main rod, and the main rod and the sand filling bags communicate through the sand filling branch pipes; and a sand filling pipe is arranged at the upper end of the main rod, the main rod and a slurry pump are connected through the sand filling pipe, and the slurry pump is arranged on a sand filling ship. By means of the sand filling bag, the sand filling bags can be rapidly and accurately installed in place, and filling construction is achieved.
Owner:JLANGSU DAODA OFFSHORE WIND CONSTR TECH CO LTD

Smart home control method and system

The present invention provides a smart home control method and system. The system comprises key control modules, output execution modules, an environmental parameter detection sensor module, a valve control module, a door lock control module and a networking module; the key control modules are used for controlling home appliances of a strong electric channel type through keys; the output execution modules are correspondingly connected with the key control modules through configuration and are used for obtaining key information from the key control modules, executing the key information and informing the key control modules of received key control information; the networking module is used for sending the output signals of the other modules to at least one control end through a wide area network; and the key control modules, the output execution modules, the environmental parameter detection sensor module, the valve control module, the door lock control module and the networking module are in communication with one another through a CAN bus. According to the smart home control method and system of the invention, a CAN bus data broadcast communication mode is adopted, and therefore, the smart home control method and system have the advantages of simple configuration, flexible networking, low maintenance cost and high economic practicability.
Owner:SHANGHAI ETABOFT INFORMATION TECH

Optimal design method of embedded piezoelectric branch damping for general blade disk structure

The invention discloses an embedded piezoelectric branch damping optimization design method aiming at a universal blade disk structure, belonging to the technical field of aero-engine vibration suppression. Firstly, the finite element model of the first blade-disk sector in the blade-disk structure is established, and the parameters of the embedded piezoelectric branch damping optimization are inputted. Then the periodic boundary conditions are set for analysis, and all the alternate elements of the components on the pre-analysis part are sorted, and projected back to the same components on the first blade disk sector as the pre-analysis part. Replacing the materials of all the alternate units of the components of the first blade disk sector with piezoelectric materials in order, and connecting all the piezoelectric materials of the replaced components into a whole by means of electric circuits; finally, the modal analysis results are extended to the whole blade disk, and the modal electromechanical coupling coefficients of the whole blade disk are calculated. By electromechanical coupling, the damping of the blade disk structure is optimized. The invention realizes batch setting and greatly reduces workload.
Owner:BEIHANG UNIV

Scraper conveyor heavy-load adaptive start control device and start control method

The invention relates to a scraper conveyor heavy-load adaptive start control device, which comprises an adaptive start controller, a speed controller, a digital switching switch, a vector controller,an inverter and a motor. The adaptive start controller comprises a torque observer, a speed observer and an adaptive rate controller. The torque observer receives a torque current feedback Ist_fdb signal of the frequency converter vector controller and a flux amplitude psi s signal, and outputs a real-time estimation torque Te_est signal after operation; the speed observer receives voltage and current signals of the vector controller, and obtains a motor real-time speed valve omega_est signal through operation of an MRAS speed sensorless speed estimator; the adaptive rate controller analyzesthe real-time estimation torque Te_est signal and the real-time speed valve omega_est signal, and generates a corresponding torque current given value Ist_ref signal through operation; the vector controller receives a torque current given value Ist_ref signal command and generates a pulse PWM signal to drive a three-phase inverter module; and finally, the three-phase inverter module outputs an expected current and voltage to drive the motor to operate.
Owner:CHAJNA MAJNING DRAJVS EHND AUTOMEHJSHN KO

A transfer film prepared by digital printing, its preparation method and its application

ActiveCN106808820BSolve the problem of micro-distortion transfer printingTroubleshoot setup issuesMonocarboxylic acid ester polymer adhesivesWax coatingsColor imageWax
The embodiment of the invention discloses a transfer printing film prepared by means of digital printing. The transfer printing film comprises a carrier membrane, a water-borne wax layer and a color image-text layer which are superposed in sequence. The embodiment of the invention further discloses a preparation method of the transfer printing film prepared by means of digital printing and an application of the transfer printing film. According to the transfer printing film prepared by means of digital printing and the preparation method and application thereof, the transparent visual inspection problem of image-text printed by the transfer printing film, the problem of micro-distortion transfer printing of the transfer printing film, the problem of printing plate omission, the problem of reducing printing procedures and lowering losses and the problem of efficient industrial production conventionally are solved, and the transfer printing film and the preparation method and application thereof are particularly suitable for small-single and short-single low-cost operation; the problems of white ink underpainting and glue setting of a transfer printing function layer are also solved; the problem of combining adhesion of the array powdered ink color image-text layer and a separating agent coating and the problem of separating the array powdered ink color image-text layer and the separating agent coating from a carrier base membrane together are even solved; and moreover, volatile organic compounds (VOC) are hardly generated, and therefore the printing environmental protection property is greatly improved, and epoch-making significance is achieved.
Owner:广东宏达印业股份有限公司

Method for ventilation within range of large-shield subway station without forming air shaft

The invention relates to the technical field of subway large shield, in particular to a method for ventilation within the range of a large-shield subway station without forming an air shaft. Within the range of the station, in combination with a large-shield station form, the station is arranged as an upper station hall floor and a lower station platform floor; the two ends, within the range of the large-shield station, of a public section are provided with large-shield equipment sections, large-shield interval sections are arranged outside the range of the large-shield station, the second floors underground of the large-shield interval sections are arranged as large-shield lower floor interval tunnels, the first floors underground of the large-shield interval sections are arranged as independent large-shield upper floor civil smoke exhaust ducts, and smoke exhaust fans and air valves are arranged in the large-shield upper floor civil smoke exhaust ducts; and a tunnel ventilation air shaft is formed in an open-cut shaft section outside the large shield range, a tunnel fan and an air valve are arranged in the tunnel ventilation air shaft, and a piston air shaft is formed in the ground. The problem of forming of the ventilation air shaft within the range of the large-shield station is solved, the air shaft out of the ground is preferentially formed by combining with the ground condition of a whole line, the engineering implementability of the large-shield station can be effectively improved, whole-line removal is reduced, and the engineering construction cost is saved.
Owner:CHINA RAILWAY LIUYUAN GRP CO LTD
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