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484results about How to "Reduce research costs" patented technology

Protection device and protection method for tumbling out of control of rotor type unmanned aerial vehicle

The invention discloses a protection device for tumbling out of control of a rotor type unmanned aerial vehicle (UAV), and the technical scheme thereof is characterized in comprising ejection cylinders, a high-pressure gas cylinder, ejection opening and closing doors, a posture sensor and a control module, wherein top plates are mounted inside the ejection cylinders; each top plate divides the corresponding ejection cylinder into a high-pressure chamber and an ejection chamber; each ejection chamber is provided with a self-throwing parachute and the bottom of each high-pressure chamber is provided with an air inlet; the high-pressure gas cylinder is respectively connected with the air inlets of the two ejection cylinders through air duct pipes, and electromagnetic valves are respectively mounted near the two air inlets; the ejection opening and closing doors are hinged to the opening of the ejection cylinders; hinge shafts are provided with torsion springs; fixed parts for closing the ejection opening and closing doors at the opening of the ejection cylinders are mounted on the ejection cylinders; the posture sensor is arranged in a UAV body to periodically detect posture change data of the UAV body; and the control module receives the posture change data and outputs a corresponding control signal to the corresponding solenoid valve and the corresponding fixed part according to an angle of inclination to control the self-throwing parachute in the corresponding ejector cylinder to be forced out of the corresponding ejection chamber under the high pressure gas.
Owner:温岭鸿方智能科技有限公司

Deep-sea floor pore water pressure long-term observation automatic laying system and deep-sea floor pore water pressure long-term observation automatic laying method

ActiveCN104776834AAvoid repeated deployment and recyclingAvoid human disturbanceMeasuring open water depthControl signalPore water pressure
The invention discloses a deep-sea floor pore water pressure long-term observation automatic laying system and a deep-sea floor pore water pressure long-term observation automatic laying method. The system comprises an automatic lifting pore pressure meter, a underwater acoustic / long wave communicator, a ship-borne controller and a laying apparatus; the automatic lifting pore pressure meter orderly comprises a lower drill, a balance weight, a master control cabin, a floating body material, an upper drill and a protective rest from bottom to top; the underwater acoustic / long wave communicator and the ship-borne controller are used for controlling the automatic lifting pore pressure meter. A laying bracket and the automatic lifting pore pressure are sent into the seabed surface through a hook while laying; the lower drill begins drilling hole to enter sediment, and the stops running after arriving a set depth; and then the hook is packed up through a cable to finish the laying. When the system is used for recycling, a releaser is started through the emission of a control signal, parts of the automatic lifting pore pressure meter except the lower drill and the balance weight thereof are separated so that the automatic lifting pore pressure meter is floated, and recycled. The repeated laying-recycling of a complex deep-sea instrument is avoided, the working efficiency is improved, the research cost is lowered, and the artificial disturbance on the field search environment in the laying-recycling process is avoided.
Owner:OCEAN UNIV OF CHINA

SAR image based on adversarial generation network, and visible light image mode conversion method

The invention relates to a SAR image based on adversarial generation network, and a visible light image mode conversion method. The method comprises: firstly, extracting feature vectors of satellite images at the same position, and enabling the feature vectors to serve as the prior information of the SAR image; And inputting the priori information and the SAR image into a generator to generate a visible light image with an SAR image target. Secondly, a discriminator in the generative adversarial network is trained, and a formula LGAN (GAB, D, A and B) = Eb-B [log D (b)] + Ea-A [log (1-D (GAB (a)))] is adopted as discrimination loss; And finally, judging whether the trained adversarial generation network has a model folding error or not, namely inputting different SAR images, and enabling most of the output of the generator to be the same visible light image. And meanwhile, another generator is trained, and the feature similarity of the two images is compared by adopting generation loss; generating a loss of LGAN (GAB, GBA, A, B) = Ea-A [| | GAB (GBA (a))- A||1]. And when network training is completed, curves of the judgment loss and the generation loss tend to be stable, the judgment loss is not increased any more, and the generation loss is not reduced any more.
Owner:AVIATION ARMY INST PEOPLES LIBERATION ARMY AIR FORCE RES INST +1

Explosive loading and penetrating stability evaluation method based on equivalent model experiment

The invention discloses an explosive loading and penetrating stability evaluation method based on an equivalent model experiment. The method comprises the following steps that firstly, dynamic mechanical performance and thermophysical parameters of explosive loading are actually measured, and a largest compression load and a largest friction load which are borne in the penetrating process of explosive loading are determined by means of numerical simulation; secondly, a loading device equivalent to a corresponding stimulus type is designed, reaction conditions of loaded explosive under stimulus of different load intensities are observed through an intensifying experiment method, and the explosive loading and penetrating stability reliability is calculated according to an intensification coefficient; finally, the explosive loading and penetrating stability reliability calculated through the model experiment is compared with that of the engineering test requirement, and whether the explosive loading and penetrating stability reliability meets the engineering test requirement or not is judged. The method for evaluating the explosive loading and penetrating stability through the model experiment can reduce the experiment cost, shorten a research cycle and effectively support application and development of a penetrating warhead.
Owner:XIAN MODERN CHEM RES INST

Intelligent out-of-control protection system and method for rotary wing type unmanned aerial vehicle

The invention discloses an intelligent out-of-control protection system for a rotary wing type unmanned aerial vehicle. The intelligent out-of-control protection system comprises the following equipment of a power source, an attitude sensor, a height sensor, a control chip, a first steering engine, a second steering engine, a shock absorption autoinflation air cushion, a catapult and a self-throwing type parachute, wherein the power source is used for supplying power to the control chip, the attitude sensor, the height sensor, the first steering engine, the second steering engine and the catapult; the attitude sensor and the height sensor are used for acquiring attitude data and height data of the rotary wing type unmanned aerial vehicle and sending the attitude data and the height data to the control chip; the control chip is used for analyzing the attitude data and the height data and sending out a control signal to the first steering engine and the second steering engine; the first steering engine is used for controlling the catapult to be started and stopped; the second steering engine is used for controlling an autoinflation device to inflate air into the shock absorption autoinflation air cushion; the shock absorption autoinflation air cushion is installed at the bottom of the rotary wing type unmanned aerial vehicle; the catapult is fixed to the top of the rotary wing type unmanned aerial vehicle; and the self-throwing type parachute is installed inside the catapult.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Numerical method for graded crushed stone dynamic triaxial test

The invention discloses a numerical method for a graded crushed stone dynamic triaxial test. The numerical method comprises the following steps of: simulating the graded crushed stone dynamic triaxial test through establishing a physical model and a mechanical model by using a PFC2D software platform, wherein the simulation operation comprises test of basic parameters, simulation of a test model and generation of a graded crushed stone simulation specimen; secondly, giving micro mechanical parameters to the physical model, and constructing the mechanical model; and then, carrying out repeated dynamic load simulation on the graded crushed stone simulation specimen so as to obtain a graded crushed stone stress-strain curve and a graded crushed stone permanent deformation-loading frequency curve. According to the numerical method disclosed by the invention, the graded crushed stone permanent deformation-loading frequency curve in a triaxial test can be reproduced accurately, conveniently and quickly, and a graded crushed stone deformation rule is disclosed, so that the graded crushed stone fracture mechanism is favorable to research intensively; and the problems of high instrument price and inconvenience for operation in an indoor dynamic triaxial test are avoided, so that the test efficiency is improved, and the research cost is saved.
Owner:CHANGAN UNIV

Oil-gas field on-site while-drilling cuttings scanning system and method

InactiveCN107620593AAvoid the process of samplingReduce research costsDirectional drillingFlushingLithologyPetroleum
The invention mainly belongs to the field of oil and gas exploration and development, and particularly relates to an oil-gas field on-site while-drilling cuttings scanning system and method. The oil-gas field on-site while-drilling cuttings scanning system comprises a sample preparation mould and a table-type mineral analysis scanning electron microscope; oil-gas field on-site while-drilling cuttings are prepared to a scanning sample through the sample preparation mould; the table-type mineral analysis scanning electron microscope comprises a secondary electronic probe, a backscattered electron probe, an energy spectrum probe and an electron microscope operation module; and the table-type mineral analysis scanning electron microscope is small in weight, small in land occupation, easy to carry and is suitable for the severe environment in a well field. According to an oil-gas field on-site while-drilling cuttings scanning method, the on-site while-drilling cuttings are fully utilized, mineral elements, mineral types and rock structures are rapidly analyzed, and lithology classification is quickly conducted; and the oil-gas field on-site while-drilling cuttings scanning method has the advantage of on-site real-time guidance drilling and oil-gas field exploration and development, limitation that a laboratory traditional mineral analysis electron microscope scanning system cannot be carried to the site for application is overcome, and the oil-gas field exploration precision and speed are improved.
Owner:INST OF GEOLOGY & GEOPHYSICS CHINESE ACAD OF SCI

Method and system for discovering and integrating rectal cancer related genes by utilizing public data resources and analyzing functions of rectal cancer related genes, and application

The invention discloses a method and a system for discovering and integrating rectal cancer related genes by utilizing public data resources and analyzing functions of the rectal cancer related genes, and an application. Based on the public data resources, open big data resources and diversified bioinformatics analysis means are reasonably used for performing analysis processing on mRNA expression data, and important genes related to complex diseases and functions of the important genes are identified. The method comprises the steps of sample data downloading and management; gene expression data analysis; difference expression gene screening; and gene function analysis and protein interaction analysis. According to the method and the system, the problems of weakness in integrating existing network resources, unfamiliarity with mRNA related most common databases and frontal analysis methods, incapability of independently finishing mRNA expression spectrum related bioinformatics analysis and the like can be solved; a plurality of risk pathways and genes related to the complex diseases such as the rectal cancer and the like can be discovered; and the method and the system are of important significance for biological targeted treatment of the complex diseases, biological drug research and development, pathogenesis explanation and risk prediction.
Owner:SOUTHEAST UNIV

Flow field characteristic experiment device of combustion chamber of hydrogen-burning gas turbine

The invention discloses a flow field characteristic experiment device of a combustion chamber of a hydrogen-burning gas turbine. The flow field characteristic experiment device comprises three pairs of bluff body arrangement combustion chamber experiment pieces, a particle image velocimetry (PIV) test platform frame, a PIV test system and a pressure difference and environment temperature test system. The three pairs of bluff body arrangement combustion chamber experiment pieces comprise a front lateral plate, a front bluff body, a back bluff body, an affiliation mechanism of the back bluff body, a front top plate and a back top plate. A tracer particle injection pipe jack is arranged on the front lateral plate, an inlet speed probe jack is arranged on the front top plate, and an outlet speed probe jack is arranged on the back top plate. A tracer particle generator is connected with the tracer particle injection pipe jack on the front lateral plate. The device adopts the PIV test technology, selects reasonable combustion chamber position, reasonably mingles tracer particles into a main gas flow under the effects of the tracer particle generator and a tracer particle injection pipe, enables tracking particles in the test area to be evenly distributed and conducts visualization experiment of cold state flowing speed vector distribution of three pairs of bluff arrangement combustion chambers.
Owner:DALIAN MARITIME UNIVERSITY

Method for carrying out test tube grafting and rejuvenization on paulownia fortunei select tree

InactiveCN102172219APromote the breeding processShorten the hatching cyclePlant tissue cultureHorticulture methodsRipeningEnrichment culture
The invention provides a method for carrying out test tube grafting and rejuvenization on paulownia fortunei select tree, comprising the following steps: grafting and rejuvenation of select trees; tissue culture and test tube grafting and rejuvenization; explant sterilization; primary culture; test tube grafting and rejuvenization; secondary enrichment culture; induced rootedness; and seedling adaptation and transplantation. In the invention, the select trees suffering from serious ripening are grafted and rejuvenated; then tissue culture and test tube grafting and rejuvenization are carried out on the select tree to overcome the defects that the root segment of the paulownia fortunei select tree is difficult and the germination rate of buffing roots is low so as to effectively realize rejuvenization of the paulownia fortunei select tree, shorten rejuvenization cycle of the paulownia fortunei select tree, and powerfully promote breeding process of the paulownia fortunei. In the invention, the pronounced problem that the paulownia fortunei select tree suffers from serious ripening and low capacity in vegetative propagation can be solved, rejuvenization success rate and rejuvenization efficiency of the paulownia fortunei select tree can be improved and scientific research costs can be reduced.
Owner:CHINA PAULOWNIA RES CENT

Numerical analysis method for piping phenomenon

The invention discloses a numerical analysis method for the piping phenomenon. The method comprises the steps of obtaining a seepage deformation similarity criterion on the basis of a fluid dynamics similarity criterion combined with alternate force acting item of medium on fluid; building a microscopic particle model on the basis of the seepage deformation similarity criterion combined with a particle flow method, wherein the model is consistent with a prototype in gravity horizontality; generating skeleton and filling particles under the conditions of zooming particle size distribution and maintaining the same porosity; conducting piping process simulation on the model, and outputting parameter information inside the model when the filling particles in the model reach the balance state or the skeleton particles are damaged; obtaining the actual numerical value by combining the seepage deformation similarity criterion with the parameter information inside the model, and feeding the actual numerical value back to the prototype so as to analyze the piping phenomenon. The numerical analysis method for the piping phenomenon conforms to the Darcy law and the non-Darcy law, the model can truly describe the prototype when two flow states exist at the same time, the problem that a conventional model or a centrifugal test cannot achieve same-ratio zooming of the particle diameter and the model is solved, and analysis is accurate.
Owner:HOHAI UNIV

Motor and hydraulic pressure combined drive in-situ test device for structure properties of materials

The invention discloses a motor and hydraulic pressure combined drive in-situ test device for the structure properties of materials, and belongs to the technical field of material structure performance in-situ detection. The device comprises an outer frame, left-handed and right-handed ball screws, a moving base A, a moving base B, a sample chuck, a motor drive system and a hydraulic drive system. The device has good experimental equipment compatibility; servo motor and hydraulic pressure dual drive is adopted, tension or pressure force is large, and the strength range of the experimental materials is expanded; the moving distance of the sample chuck is long, and large deformation can be achieved; displacement and force detection precision is high; the deformation rate can be controlled, and displacement or force closed-loop control can be achieved. The device can be used independently or used in cooperation with X-ray diffraction equipment, the problem that only end state detection can be conducted in existing experiments is well solved, and material structure changes in a transient state and material structure changes at special strain points in tension and compression of the sample can be observed in situ.
Owner:INST OF METAL RESEARCH - CHINESE ACAD OF SCI

Bridge investigation method

A bridge investigation method includes the steps of firstly, acquiring three-dimensional ground and geological data, and generating a DGSM (digital geological solid model); secondly, generating a DGESM (digital geological surface or solid model); thirdly, generating a DBSM (digital bridge solid model); fourthly, generating a bridge global three-dimensional solid surface model; fifthly, subjecting the bridge global three-dimensional solid surface model to bridge structure solid mechanical analysis, and selecting road alignment schemes and bridge schemes; sixthly, establishing a geological solid sectional prediction model, and optimizing road and bridge schemes; seventhly, using the bridge global three-dimensional solid surface model to generate a three-dimensional steel bar diaphragm of a bridge structure; eighthly, generating structural diaphragms of superstructure and understructure of a bridge; ninthly, generating a constructional-phase solid of the superstructure and the understructure of the bridge; and tenthly, comparing an after-building three-dimensional bridge solid model to a pre-building bridge global three-dimensional solid surface model to obtain parameters such as displacement, settlement, deformation and the like for bridge detection. By the method, the bridge and geological three-dimensional conditions can be obtained directly, the road and bridge schemes can be selected accurately, visually and conveniently, rework amount can be reduced effectively, investigation quality, constructional safety and bride stability can be improved, the problem of coordination of the bridge with environment and geology is solved, and bridge design effect is improved evidently. The method is widely applicable to bridge investigation and can be applied to engineering application by configuring corresponding software.
Owner:COMM DESIGN INST CO LTD OF JIANGXI PROV

Embedded planar coil array sensor used for blade curved surface crack detection

InactiveCN103983688ASolve the problem that it is expensive and difficult to promote and apply on a large scaleEasy to makeMaterial magnetic variablesElasticity measurementSensor arrayFlexible circuits
The invention relates to a method and device used for crack and other defect detection of irregular small-curvature curved surface parts, such as defect detection of aircraft engine turbine blades, and belongs to the technical field of electromagnetic nondestructive detection of metal damage and fatigue process. In order to meet the requirements of curved surface crack and other defect detection, a traditional rigid planar array sensor is no longer applicable, only an array sensor must having a certain flexibility can fit with the surface of a to-be-tested piece, the detection gap requirement can be ensured, and the test results are not invalid. A known electromagnetic flexible probe is made by a flexible circuit board making method, is expensive and is difficult to adapt to the needs of studies on sensor structure optimization and basic design. The invention discloses an embedded array structure combining a flexible substrate and a rigid plane electromagnetic coil, the production cost is greatly reduced, and the embedded array structure has the certain ability of bending and deformation, can satisfy the detection requirements of blade small-curvature curved surface test pieces, and has the advantages of being high in detection efficiency, simple and convenient, low-cost and the like.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Corrosion experiment and injury evaluation methods of engineering material under wind sand environment

The invention relates to an experiment method and an injury evaluation method of an engineering material and particularly relates to corrosion experiment and injury evaluation methods of the engineering material under a wind sand environment. An experiment system and a method for operating the experiment system are included; the experiment system comprises a wind sand environment simulation system and an erosion room; the injury evaluation method of the engineering material based on a wind sand environment experiment system comprises a weight-loss grading method and a weight-loss rate evaluation method, wherein weight loss is the difference of masses of a test piece before and after an abrasion test, namely deltam=m1-m2; the weight-loss rate is the ratio of the difference of the masses of the test piece before and after the abrasion test to the total mass of sand used in the time period, namely alpha=(deltam / ms*t)*100%=(m1-m2 / ms*t)*100%. The experiment system provided by the invention has the advantages that an actual wind and sand corrosion environment can be really simulated, erosion mechanical parameters are easy to accurately control, a testing period is short and the research cost is low; the experiment and injury evaluation methods explore an erosion abrasion rule and an injury mechanism of the engineering material from macroscopic and microcosmic aspects.
Owner:INNER MONGOLIA UNIV OF TECH
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