487results about How to "Simple test steps" patented technology

A testing device for three-dimensional static stiffness loading of a machine tool comprises a parallel loading mechanism, a spindle interface, a force measuring module, a spindle deformation and displacement measuring device, a bench docking platform and a control system. The parallel loading mechanism is fixed on a bench of the machine tool through the bench docking platform, is connected with the spindle of the machine tool through the spindle interface and the force measuring module, and applies load to the spindle of the machine tool. In addition, the spindle deformation and displacement measuring device is also disposed on the bench of the machine tool. Deformation of the stressed spindle of the machine tool is measured by the aid of a high-precision displacement sensor disposed on the spindle deformation and displacement measuring device, and finally three-dimensional static stiffness of the machine tool is obtained. A testing method for three-dimensional static stiffness loading of the machine tool includes six steps. Three-dimensional static load can be applied to the machine tool for testing of three-directional static stiffness loading for the machine tool. The testing device and the testing method have practical value and promising application prospect in the technical field of machine tool performance testing.

The invention relates to the technical field of ATC responders, and discloses an automatic detecting system of an S mode responder. The automatic detecting system of the S mode responder comprises a control module, a signal processing module and a receiving and sending module, wherein the control module is used for sending inquiry data to the signal processing module, receiving responding data returned from the signal processing module, comparing and analyzing the responding data and originally-stored simulated responding data, and displaying the analyzed results; the signal processing module is used for analyzing and encoding the received inquiry data, then sending the inquiry data to the receiving and sending module, decoding the responding data returned from the receiving and sending module, generating a message format of the inquiry data and then sending the inquiry data to a control module; the receiving and sending module is used for achieving mutual transmission of signals between the receiving and sending module and the responder, and achieving frequency conversion, receiving and sending of the signals. According to the automatic detecting system of the S mode responder, accuracy detecting can be conducted on the specific field of the responding information of the S mode responder, manual detecting errors can be reduced, complex testing steps can be simplified, the testing period can be shortened, and working efficiency can be improved.

The invention discloses a river and lake bottom sludge pollutant flux test method and a river and a device based on a diffusion theory. The method comprises the following steps of: A, acquiring a bottom sludge sample; B, putting the bottom sludge into a base of an experimental device, and enabling the sludge surface to be horizontal; C, slowly injecting water to a column port along a column wall; D, injecting running water into the experimental device without the bottom sludge; E, standing for a certain time; F, measuring the pollutant concentration of the taken water sample; G, calculating a degrading coefficient of the pollutant in the water; H, calculating an initial concentration value of the bottom sludge water; and I, calculating a pollutant exchange flux of a water-sludge interface. A base plate is fixed at the bottom of a constant-temperature water tank; a base wall is arranged on the base plate; a lower flange disk is arranged on the upper part of the base wall; an upper flange disk is arranged at one end of a column body; and an upper flange disk fixing bolt flange hole is formed in the upper flange disk. The method is feasible, and is convenient to operate; the experimental device has a rational and simple structure; operations of accommodating deposits, sampling water samples and the like are extremely convenient; and outstanding economic benefit is achieved.

The invention relates to a device and a method for measuring voltaic arc pressure distribution and current density distribution, belonging to the technical field of voltaic arc testing. The device comprises a motor, a positioning frame, a guide rail fixed on the positioning frame, a sliding element mounted on the guide rail, a welding torch position regulating mechanism arranged at the lower end of the sliding element, a flat table surface arranged below the positioning frame, a container positioned on the flat table surface, anode plates arranged in the container, and a weighting sensor. During the measurement, the motor drives a guide screw to rotate so as to further drive a welding torch to move along a direction vertical to an insulating material. The values of voltaic arc force and voltaic arc current which are applied on the two anode plates are collected. Then, a mathematic model, which is about the value of the voltaic arc force and circle domain pressure distribution of the voltaic arc and about the value of the voltaic arc current and circle domain current density distribution of the voltaic arc, is established. Solving is carried out next. Then, curves about the circle domain pressure distribution and the circle domain current density distribution of the voltaic arc can be drawn. The device and the method realize the simultaneous measurement of the microcosmic voltaic arc pressure distribution and the microcosmic voltaic arc current density distribution. In addition, the device has a simple production process, and the testing steps are simple.

The invention relates to an optical axis parallelism calibrating system and a calibrating method. The optical axis parallelism calibrating system includes an auto-collimation theodilite, a data processing computer, and a plane mirror used for auto-collimation for the auto-collimation theodilite, wherein a to-be-tested optical system is arranged on an emitting light path of the auto-collimation theodilite, and is electrically connected with the date processing computer. The optical axis parallelism calibrating system and the calibrating method provided by the invention have the advantages of high testing precision, excellent real-time performance and wide application range.

The invention discloses a method and a system for progressive additional lens detection based on optical coherence tomography. The method includes: indirectly obtaining a three-dimensional image of a progressive additional lens by means of optical coherence tomography, working out the curvature radius of each point of a curved surface and thickness information of corresponding positions, and calculating to obtain optical characteristic parameters of the progressive additional lens according to known refractive index parameters in materials; and on the other hand, surface shape precision of the actual progressive additional lens can be evaluated according to the obtained three-dimensional image. A scanning detection system comprises a system light source, an optical fiber coupling and interference unit, a reference arm unit, a sample arm unit, a signal detection unit, a PC (personal computer) and a control circuit. By the method and the system for progressive additional lens detection based on optical coherence tomography, detection of optical characteristic parameters of the progressive additional lens can be realized while measurement of the whole surface of the progressive additional lens can be further realized. In addition, the method and the system for progressive additional lens detection have the advantages of high measurement resolution and precision, high reliability of measurement results, low cost and the like.

The invention provides a method and a system for testing the performance of software. The method includes steps of connecting a test host with an intelligent terminal and enabling the test host to start the tested software installed on the intelligent terminal; carrying out application operation on the tested software and recording operation information of the application operation in a script recording mode; monitoring current application operation states in real time, replaying application operation procedures with failures by the aid of scripts when the tested software fails in the application operation procedures; storing the application operation procedures with the failures on the test host and determining the performance of the tested software according to the stored application operation procedures with the failures. The application operation procedures with the failures are replayed by the aid of the scripts. According to the scheme, the method and the system have the advantages that the scripts are started, the application operation on the tested software is recorded by the aid of the scripts, accordingly, test steps can be simplified, and the test efficiency can be improved.

The invention provides a base station physical layer test method. The method comprises the following steps: a test script is configured according to configuration parameter; state setting is performed on the base station physical layer according to the test script and then data scheduling is performed; encoded and decoded data generated by the base station physical layer is read; and performance indexes of the base station physical layer are detected according to the encoded and decoded data. Meanwhile, a base station physical layer test system is provided. According to the invention, an independent physical layer test board does not need to be developed, so the process of troublesomely coordinating mobile terminals, the physical layer test board and the base station upper-layer protocol software can be omitted, so that the test steps can be simplifies and the test difficulty can be reduced.

The invention discloses a method for testing plugging effect of a leakage-proof plugging system while drilling. The method comprises the steps of (a) applying standard salt water to soak a rock core, so as to keep original properties of the rock core to the greatest extent; (b) measuring permeability before plugging; (c) plugging; (d) measuring the permeability after plugging; and (e) carrying out permeability recovery value test. With the adoption of the method provided by the invention, the plugging effect of the leakage-proof plugging agent while drilling can be rapidly tested; the test precision is high, and the test steps are simple; and the test cost is greatly reduced.

The invention provides a tensile test device for tensile test of binding strength between an electronic component body and a pin. The device comprises a base, a push and pull dynamometer, a rack and a fixture. The base comprises a support frame and an installation part; the push and pull dynamometer is mounted on a mounting portion and contains an extension part; the rack is connected to the extension part, and is used for hanging the body and towards the exposed pin on the base; and the fixture is arranged on the base, right opposite to the rack and for clamping the pin. The invention can avoid electronic component body deformation caused by a known tensile test device and eliminate complex steps of welding and welding removal of the pin and a test wire, and can solve problems caused by component force in the test, thereby having the advantages of convenient operation, stable test process, improvement on test efficiency and reliability.

The application provides a collector detection device. The device comprises a plurality of control branches,wherein each control branch comprises a first on-off device and a test controller connected in series. In a practical test, according to communication parameters of a collector to be detected at present, a master controller selects a control branch with a test controller matched with a carrier module of the collecter to be detected at present as a target control branch, and controls the first on-off device and a second on-off device to connect the collecter to be detected at present with the matched test controller, thereby detecting the collecter to be detected at present. Consequently, the collecter to be detected at present and the matched test controller can be automatically searched and connected, and compared with existing manual search and connection, the automatic search and connection has the advantages that test steps are simplified greatly, the detection efficiency is improved, and the adverse influence to equipment stability, caused by the fact that lines are pulled when a test controller is changed, is avoided.

The invention provides a CIE1976L*a*b*color space determination method for chemical analysis of the color of liquid, and belongs to the technical field of measurement. The CIE1976L*a*b*color space determination method for chemical analysis of the color of liquid at least includes the step that two or more chemical reagents are added into a reaction vessel so that a chemical reaction can happen and the color can change after the reaction. The CIE1976L*a*b*color space determination method for chemical analysis of the color of liquid is characterized in that a color space method is used for measuring the changing process of the color of chemical reaction liquid. By means of the CIE1976L*a*b*color space determination method for chemical analysis of the color of liquid, digitized measurement of the color of chemical reaction liquid is achieved, measurement steps are simple, and automatic and batched large-scale detection can be achieved.

The invention discloses a quantitative evaluation test method for coal core damage. According to the method of the invention, a triaxial loading system is used for applying confining pressure and porepressure to the coal rock core; the axial strain of the matrix of the coal core is recorded in real time through a strain gauge; the overall axial displacement of the coal core is recorded through adisplacement sensor; volume strain generated by the microcrack evolution of the coal core can be obtained through calculation; and due to the fact that the volume strain is closely related to a damagedegree, the damage variable of the coal core can be quantitatively calculated according to a continuous medium damage mechanics theory; a permeability change rule in a damage process is measured in real time according to a pulse attenuation method; the permeability change rule is compared with the calculated damage variable, so that a corresponding relation between damage and permeability can bedirectly established. According to the test method of the invention, required equipment structures and test steps are simple; and the calculation method is accurate and visual. The test method has definite physical significance, and can be used for the quantitative evaluation of damage variables and permeability evolution in experimental processes such as cyclic pulse air pressure permeability increase, creep deformation damage, and triaxial compression.

The invention relates to the technical field of the sampling of particulate matters in catering lampblack waste gas, and particularly to a detection method of no-clean particulate matter concentration as well as a sampling apparatus of the no-clean particulate matter concentration and a sampling device of the no-clean particulate matter concentration. The method detects the concentration of the particulate matters on the basis of a weighing method by adopting the detachable sampling apparatus; the sampling apparatus comprises a first half shell, a second half shell and a lampblack filter core; the lampblack filter core is arranged in a cavity formed by the first half shell and the second half shell; the lampblack filter core comprises a first membrane structure and a second membrane structure. The sampling device comprises the sampling apparatus. The problems that the traditional test method is not suitable for detecting the particulate matter concentration of the catering lampblack, the workload is large, the sampling apparatus is difficult to clean manually, a great amount of chemical reagents such as tetrachloromethane are used, the test is inaccurate, and the like can be solved.

The invention relates to an indoor testing device and method for solidified residual soil by virtue of a microorganism grouting technique. The device is characterized by comprising an iron stand frame and a stainless steel splitting mold fixedly clamped on the iron stand frame, wherein the stainless steel splitting mold is filled with residual soil particles, a coarse sand pad layer and a gauze pad layer are sequentially arranged on and under the residual soil particles in the stainless steel splitting mold, ports of the stainless steel splitting mold are respectively plugged with an upper single-hole rubber plug and a lower single-hole rubber plug, a lower drainage tube penetrates into the lower single-hole rubber plug, a water stop clamp is arranged on the lower drainage tube, the upper single-hole rubber plug is sequentially connected with a flow guide pipe and a liquid storage device, and a peristaltic pump is connected to a middle section of the flow guide pipe. The indoor testing device is simple in structure and reasonable in design, resources are saved, and the difference between experiment data and actual soil property is reduced.