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206results about How to "Speed up testing" patented technology

Test device of model for manufacturing rock masses containing interlayers and test method thereof

The invention discloses a test device of a model for manufacturing rock masses containing interlayers and a test method thereof. The test device of the model for manufacturing the rock masses containing interlayers comprises a semicircular angle device, an upper baffle, a lower baffle, a left side plate, a right side plate, a circular turntable, a core-drilling machine drill bit, a flat plate, a flat plate angle control rod, a fixed screw rod, a base plate, an interlayer model test piece, a U-shaped plate and a guide slot. The test method comprises the following test steps: arranging the rock masses according to an outline central line and fixing the rock masses; manufacturing interlayer materials and casting the model, fastening the test piece, drilling the core, replacing the core-drilling machine drill bit, changing the position of the test piece to drill repeatedly and cutting to obtain the test pieces with different height-diameter ratios or obtain the test pieces with different interlayer inclination angles; then carrying out mechanical test. The test device is simple in structure and suitable for manufacturing the test pieces with different interlayer thicknesses, inclination angles and height-diameter ratios; according to a core-drilling and cutting machining device, by making full use of the existing device, the influence on the mechanical properties of the test pieces caused by different conditions can be analyzed, coring of irregular rock samples taken in the site can be carried out directly, so that the test efficiency is improved and the test time is shortened.
Owner:CENT SOUTH UNIV

Automation version verifying method and system based on B/S structural system

The invention discloses an automation version verifying method and system based on a B/S structural system. The method comprises the following steps: (1) obtaining newest codes from a configuration management tool according to configuration files to generate a new testing edition; (2) building a testing environment according to the preset configuration files, and installing, configuring and starting a system to be tested; (3) backing up basic data according to the configuration files, and emptying existing testing data to enable the system to be in an initialized state as the state submitted to a client; (4) automatically guiding in a test case which needs to be executed in version verification according to the configuration files; (5) selecting to execute the test case performed with version verification according to the configuration files; and (6) generating a test report according to version verification results. The automation version verifying method and system based on the B/S structural system comprises a version generation module, a core control module, a testing environment building module, a data processing module, a version verification case lead-in module, a version verification executing module and a testing report module.
Owner:LANGCHAO ELECTRONIC INFORMATION IND CO LTD

Water seepage meter and method for measuring large gap pavement structure multidirectional permeability coefficients

The invention discloses a water seepage meter and method for measuring large gap pavement structure multidirectional permeability coefficients. The water seepage meter includes an upper mold cylinder (2), a test piece (5), a middle mold cylinder (6), a lower mold cylinder (11) and a pressure measuring device. The upper mold cylinder, the middle mold cylinder and the lower mold cylinder are mainly sealed by rubber seal rings and connected in a screwed mode by screws. The pressure measuring device is mainly composed of two pressure measuring pipes, and an upper pressure measuring mouth (4) in the upper mold cylinder and a lower pressure measuring mouth (12) in the lower mold cylinder are connected with the two pressure measuring pipes respectively. The test piece is placed in the middle mold cylinder; the middle mold cylinder has two heights, namely, 63.5 mm and 100 mm, and the middle mold cylinder with the height of 63.5 mm and the middle mold cylinder with the height of 100 mm are respectively used for measuring the permeability coefficient of a single-layer asphalt mixture test piece formed by compaction molding in a room and the permeability coefficient of a multilayer asphalt mixture test piece formed by on-site pavement core-drilling and sampling. The method for measuring the large gap pavement structure multidirectional permeability coefficients is suitable for measuring the vertical permeability coefficient, horizontal permeability coefficient and comprehensive permeability coefficient of a large gap pavement structure, and the drainage performance of a drainage pavement is better evaluated.
Owner:SOUTHEAST UNIV

Automatic test system and method for 1dB compressing point of high-power radio frequency power-amplifying module

The invention relates to a system for automatic test of 1 dB compression points in a high-power radio frequency power amplifier module and a method thereof. The system comprises a signal source, a frequency spectrograph, a personal computer, a switch, an isolator, an attenuator, and a testing control panel; wherein the signal source, the frequency spectrograph and the personal computer constitute a local-area network via the switch, the signal source provides input power signals to a power amplifier module to be tested, the frequency spectrograph obtains the output power of the power amplifier module to be tested and reports to the personal computer to compute gains, and hereby the personal computer computes the next output power of the signal source and searches 1 dB compression points in the power amplifier module to be tested by using the principle of dichotomy after the power amplifier module to be tested enters a nonlinear operating area. The inventive system can realize automatic test of 1 dB compression points in the high-power radio frequency power amplifier module with no damage on power amplifiers and remarkably improved test speed and progress; and the testing error is controlled to be 0.1 dB, and the testing time of each power amplifier module is shortened to be 30 seconds.
Owner:WUHAN HONGXIN TELECOMM TECH CO LTD

Device for determining soil breathing rate in laboratory and method for determining soil breathing rate

The invention relates to a device for determining a soil breathing rate in a laboratory and a method for determining the soil breathing rate, and in particular relates to a device for determining the breathing rate of the soil and a method for determining the soil breathing rate by utilizing the device, and the device and the method are used for solving the problems that the existing device for determining the soil breathing rate that time is wasted in operation and the standard error is large. The device consists of a culture device and an absorption device, wherein the culture device consists of a culture bottle and a rubber plug, the absorption device consists of an absorption bottle and a rubber plug, the culture bottle is connected with the absorption bottle by virtue of an inner ground branch pipe and an outer ground branch pipe, and the outer ground branch pipe is inserted into the inner ground branch pipe to form the closed connection. The application method comprises the following steps: I, preparing a solution; II, preparing the device; III, culturing; IV, determining the soil breathing rate; V, re-culturing; VI, re-determining the soil breathing rate, and repeating the steps V and VI for 17 to 56 times to complete the determination. The device and the method are applied to the field of the laboratory analysis.
Owner:NORTHEAST INST OF GEOGRAPHY & AGRIECOLOGY C A S

Method for detecting diffusion coefficient of water vapor in bituminous mixture

InactiveCN105136603AEffectively simulate the actual service environmentFast adsorption rateSurface/boundary effectWeighing by absorbing componentSpecific testWater vapor
The invention discloses a method for detecting the diffusion coefficient of water vapor in a bituminous mixture. The method comprises the following steps: forming a to-be-detected cylindrical bituminous mixture sample; placing the sample in a closed chamber, and testing the mass of the sample in vacuum and at a test temperature by a magnetic levitation weight balancing system; calculating the saturated vapor pressure of the water vapor at the test temperature through the Antoine equation, obtaining the vapor pressure required in a reaction chamber under a relative humidity condition of the corresponding test through further calculation, inputting the vapor pressure value, setting the test temperature, and detecting the mass of the sample constantly; testing the change of the vapor adsorption of the sample along with time under the conditions of various specific test temperatures and relative humidity gradient conditions, and obtaining a water vapor diffusion coefficient through formula fitting. Tests of the diffusion coefficient of the water vapor in the bituminous mixture at different temperatures and multiple relative humidity gradients can be realized with the method; the test progress can be accelerated effectively and the test time can be shortened when the tests are performed at negative pressure. The method receives little interference from environmental factors and is high in test precision.
Owner:WUHAN UNIV OF TECH

Processing method of aircraft ground lateral load

The invention discloses a processing method of aircraft ground lateral load, and belongs to the field of aircraft fatigue tests. The method comprises the steps that 1, in an original loading sequence, total load sigma Fz before adjustment in the vertical direction of all undercarriages is calculated; 2, the loading sequence of case load of a left undercarriage and a right undercarriage is changed, so that the lateral load of the left undercarriage and the right undercarriage maintains short-circuit; 3, after the loading sequence is adjusted, total load sigma Fz after adjustment in the vertical direction of all undercarriages is calculated; 4, the vertical load correction coefficient f is calculated; 5, trimming of the vertical load of the whole aircraft is carried out; 6, lateral load of the other parts of the aircraft is eliminated except all the undercarriages; 7, trimming of the whole aircraft rolling torque Mx, the whole aircraft pitching torque My, a front undercarriage lateral load Fy and the whole aircraft yawing torque Mz is carried out; 8, the fatigue allowance influence on crucial parts is calculated. According to the method, on the basis that the part is accurately examined and early damage to the other parts does not occur, the applying means of ground lateral load is adjusted, and the test period is shortened.
Owner:XIAN AIRCRAFT DESIGN INST OF AVIATION IND OF CHINA

Deep drilling complex environment local wall face stress relieving method testing system

ActiveCN113605886AAvoid risks caused by landslides, etc.Real-time transmissionSurveyConstructionsAutomatic controlSoil mechanics
The invention belongs to the technical field of rock and soil mechanics measurement, and particularly discloses a deep drilling complex environment local wall face stress relieving method testing system. The system comprises an electronic control acquisition subsystem, a pushing and positioning mechanism, a stress relief and strain measurement subsystem and a hydraulic balance subsystem which are connected in sequence, the electronic control acquisition subsystem is connected with a ground controller through communication transmission equipment, the pushing and positioning mechanism is expanded in the radial direction of a center shaft of a drill hole to form a fulcrum and in contact with a well wall, the stress relief and strain measurement subsystem is used for collecting and obtaining strain data of the well wall of a drilling well in the stress relief process, and the hydraulic balance subsystem is used for balancing the internal space of the whole system and the pressure intensity in the drilling well. According to the system, accurately controlling and testing can be carried out on a local wall face with the depth of 3000 meters or above on the ground, automatic control and real-time transmission of test data in a deep drilling complex environment are realized, collapse danger of the drilling well is not easily caused, and the system has the characteristics of simplicity in operation, effectiveness, stability, convenience in maintenance and the like.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI +1

Indoor model testing device and method for influences of ground loading on existing subway tunnel

The invention relates to an indoor model testing device and method for influences of ground loading on an existing subway tunnel. The device comprises a loading device, a main body framework structure, a drawer type tank box structure and a tunnel model, wherein the main body framework structure comprises steel boards, rectangular connecting steel tubes and horizontal slide ways, the side surfaceand bottom of the main body framework are formed by the steel boards through surrounding, the rectangular connecting steel tubes are bridged on the front and rear surfaces of the steel boards on the left and right sides, a hollow compartment is formed between the upper and lower rectangular connecting steel tubes, and the horizontal slide ways are arranged on the bottom sides of two sides of the hollow compartment; and the loading device comprises a movable counter-force beam, a movable jack and a jacking force frame, the movable counter-force beam is arranged at the top of the steel boards inparallel, and the movable jack is arranged at the bottom of the movable counter-force beam; and the jacking force frame is mounted on the surface of a soil body. The indoor model testing device has the beneficial effects that the loading device is simple in structure and convenient to operate; by utilizing a drawer type design structure, the tunnel model can be rapidly replaced; multiple workingconditions can be simulated by virtue of one model tank; and the testing operation is rapid, and the testing schedule is accelerated.
Owner:ZHEJIANG UNIV CITY COLLEGE

Administration authority testing method and device

The invention discloses an administration authority testing method. The method comprises the following steps: setting administration authority information of a storage sharing file of a device to be tested; acquiring the administration authority information, in an underlying configuration file of the device to be tested, of the storage sharing file; determining whether the administration authority information in the configuration file is consistent with the set administration authority information; if so, determining whether the administration authority of the storage sharing file of the device to be tested is normal in test; if not so, determining whether the administration authority of the storage sharing file of the device to be tested is abnormal in test; and feeding back the abnormality type information. The invention also discloses an administration authority testing device. The administration authority testing device comprises a setting module, an acquiring module, and a determining and handling module which is connected to the setting module and the acquiring module. With the adoption of the testing method, the testing difficulty is reduced; the testing efficiency is increased; the difficulty in the troubleshooting work of a tester is reduced; the testing period is reduced; and the product cost is decreased.
Owner:PHICOMM (SHANGHAI) CO LTD

Power battery pulse heating reliability test method

The invention relates to a power battery pulse heating reliability test method, which can verify the influence of pulse heating on the capacity fading of a power battery. The method comprises the steps that S1, a rack system is built, and the initial capacity of a power battery is collected, and the steps from S2 to S6 are cyclically executed; S2, the upper computer controls a 12V low-voltage power supply to perform low-voltage power-on; S3, the upper computer judges whether a pulse heating function is started or not; S4, if yes, the upper computer controls to start pulse heating of the power battery; S5, if the upper computer judges that the pulse heating function is not started any more, the upper computer controls to stop pulse heating of the power battery, and the current capacity of the power battery is acquired; S6, the upper computer judges the attenuation percentage of the current capacity of the power battery relative to the initial capacity of the power battery, and judges whether the attenuation percentage is greater than or equal to a preset percentage; and S7, if yes, the upper computer controls the 12V low-voltage power supply to be powered off so as to stop the test, and the total number of times of pulse heating of the power battery in the test process is recorded.
Owner:深蓝汽车科技有限公司

Battery pick-out equipment for hot-spot test of photovoltaic components

The invention relates to battery pick-out equipment for a hot-spot test of photovoltaic components. The battery pick-out equipment comprises a machine frame and is characterized in that baffle guide rails and photovoltaic component guide rails are mounted on a machine frame, a photovoltaic component support frame is mounted on the photovoltaic component guide rails and can move along the photovoltaic component guide rails; steady-state light sources and a plurality of light sources in array distribution are mounted on the machine frame above the photovoltaic component support frame; one or more group of baffle components are mounted between the steady-state light sources and the photovoltaic component support frame; the baffle components comprise baffle supports of which the two ends are arranged on the baffle guide rails, and the baffle supports can move along the baffle guide rails; a plurality of baffles capable of shielding the steady-state light sources are arranged on the baffle supports; a space for placing photovoltaic components is formed between the baffles and the photovoltaic component support frame; and a data acquisition circuit is mounted at one end of the machine frame. The battery pick-out equipment only requires measurement of the reverse dark-state leakage current of batteries, and can achieve multi-way monitoring at the same time, thereby greatly speeding up the test.
Owner:WUXI INSPECTION TESTING & CERTIFICATION INST

Full-view imaging device for electric rail traffic contact system mast

ActiveCN102837716AImprove catenary detection methodStrengthen catenary detection workClosed circuit television systemsRailway signalling and safetyEmbedded systemLight source
The invention discloses a full-view imaging device for an electric rail traffic contact system mast, which is mainly composed of a vehicle roof device and a vehicle internal device, wherein the vehicle roof device comprises a roof device controller, a camera light source unit and a camera unit; the roof device controller is respectively connected with two groups of camera light source units and two groups of camera units and controls the units for fully collecting the contact system image from the front and reverse two side surfaces; the vehicle internal device comprises a control signal interface, a camera signal interface and two industrial personal computers; the control signal interface is connected with the roof device controller; the camera signal interface is connected with the camera unit and transmits the data shot by the camera to the industrial personal computer. The device fully collects the contact system images from the front and reverse two side surfaces by mounting two groups of cameras with high definition on the roof, and the device can browse the local image with high definition only through overall camera image navigation, reinforces the detecting and monitoring works to the contact system, and has adequate complementary action to the existing method for detecting the contact system.
Owner:CHENGDU NAT RAILWAYS ELECTRICAL EQUIP

SDS-PAGE (Sodium dodecyl sulfate-polyacrylamide gel electrophoresis) rapid decoloring method and special decoloring cup thereof

The invention relates to an SDS-PAGE rapid decoloring method and a special decoloring cup thereof. The method comprises the following steps: (1) gel cleaning: after electrophoresis gel dyeing is ended, cleaning the gel for 2-3 times with deionized water and the like; (2) pre-decoloring: putting the gel in the decoloring cup holding water, heating to the temperature about 80 DEG C and then discharging the water in the decoloring cup, and moreover, repeating the process for 2 times; and (3) decoloring: adding enough water to the decoloring cup; heating to the temperature which is 80 DEG C and then changing the water; then heating; recycling in such a way until the background is clean and strips are clear to finish the decoloring. The invention has the advantages that: 1. the deionized water and the like is used as a decoloring solution instead of a methanol-glacial acetic acid solution, and therefore, the cost is low and environmental pollutions can not be generated; 2. the whole decoloring process is finished by matching with a special decoloring device and utilizing a heating method in 30-40 min, i.e. the method is convenient and rapid and accelerates test progress; 3. the method has simple operation and can very conveniently conduct a decoloring test without preparing a special decoloring solution by only utilizing the existing heating equipment of a laboratory and adopting the special decoloring device.
Owner:ZHENGZHOU TOBACCO RES INST OF CNTC
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