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39results about How to "Controllable test process" patented technology

Testing device and testing method for dust removing effect of dust suppressant and dust preventive

The invention discloses a testing device and a testing method for the dust removing effect of a dust suppressant and a dust preventive. The testing device comprises a data collecting and processing device, a simulated roadway device, a dust generation device, a dust preventive spraying device and a dust removing device. The testing method comprises the following steps: 1, preparing dust which is not soaked in a dust suppressant solution; 2, preparing dust which is soaked in the dust suppressant solution; 3, measuring the air dust concentration in a simulated roadway; 4, conveying the dust which is not soaked in the dust suppressant solution and measuring the dust concentration in the simulated roadway; 5, starting the dust preventive spraying device while conveying the dust which is not soaked in the dust suppressant solution, and measuring the dust concentration in the simulated roadway; 6, conveying the dust which is soaked in the dust suppressant solution and measuring the dust concentration in the simulated roadway; 7, starting the dust preventive spraying device while conveying the dust which is soaked in the dust suppressant solution, and measuring the dust concentration in the simulated roadway; 8, processing data and obtaining the dust removing efficiency. The testing device and the testing method, disclosed by the invention, are capable of testing the dust removing effect of the dust suppressant and the dust preventive.
Owner:XIAN UNIV OF SCI & TECH +1

Device for testing starting and shifting performance of vehicle and method

The invention relates to a vehicle inspection device and a method, and provides a device for testing the starting and shifting performance of a vehicle and a method to solve the problem that the starting and shifting performance testing of an existing transmission lacks a special detection device. The device for testing the starting and shifting performance of the vehicle comprises a transmission,a driveshaft which is connected to the output shaft of the transmission, a drive motor which is connected to the input shaft of the transmission via an electromagnetic clutch, a data acquisition processor, and an operation controller. The transmission comprises a transmission body, a shift selecting manipulator and a shifting manipulator. The shifting manipulator is provided with a force sensor.The input shaft of the transmission is provided with a rotating speed encoder and an inertia disk. The driveshaft is provided with an inertia wheel set. The electromagnetic clutch is connected to a power source via a neutral position switch. The neutral position switch is provided at a neutral light of the transmission body. The speed encoder and the force sensor are respectively and electricallyconnected to the data acquisition processor. The drive motor, the shaft selecting manipulator, and the shifting manipulator are respectively electrically connected to the operation controller.
Owner:XIAN FASHITE AUTOMOBILE TRANSMISSION CO LTD

Observation method of soil body shear zone expansive process

The invention discloses an observation method of a soil body shear zone expansive process. The observation method includes the steps of: 1) sampling: cutting to-be-tested soil samples from a to-be-tested soil body shear zone at different depths by means of a sampling cutting ring; 2) performing shear test and obtaining soil body micro-structural images, wherein a shear test result of the to-be-tested soil samples from the to-be-tested soil body shear zone at different depths is obtained, and the step 2) includes the processes of: clamping the sampling cutting ring and the soil sample, performing the shear test, dropwise adding a curing liquid, level-cutting the bottom of the soil sample, supporting the soil sample, level-cutting the top of the soil sample, taking the soil sample out from a shear seam, subsequently processing the soil sample in the shear seam, and performing electron microscope scanning; 3) sequencing the shear test result. The method has reasonable design and simple operations, is good in use effects, can easily obtain the shear strength of different depths and the micro-structure of the shear positions of the soil body shear zone so as to perform simple and direct observation of the soil body shear zone expansive process.
Owner:XIAN UNIV OF SCI & TECH

Natural gas hydrate drilled core light hydrocarbon gas content analysis test system and method

The invention discloses a natural gas hydrate drilled core light hydrocarbon gas content analysis test system and a method. The analysis test system comprises a temperature control cavity, wherein a weight calculation part is arranged in the temperature control cavity; a sealed decomposition chamber is placed on the weight calculation part; a gas inlet one-way valve and a gas outlet gas circuit switch are respectively arranged on a gas inlet and a gas outlet of the decomposition chamber; a pressure meter and a safety valve are also arranged on the decomposition chamber; an air source is connected with the gas inlet one-way valve through a first fast gas circuit connector; the gas outlet gas circuit switch is connected with a gas inlet of a gas collecting chamber through a second fast gas circuit connector; a gas outlet, an air source and a hydrogen source of the gas collecting chamber are respectively connected with a corresponding gas inlet of a hydrogen flame ionization detector; a gas taking port is also formed in the gas collecting chamber. According to the natural gas hydrate drilled core light hydrocarbon gas content analysis test system and the method provided by the invention, a hydrate is controlled at low temperature so as to be decomposed, and the hydrogen flame ionization detector is used for directly measuring and analyzing light dydrocarbon gas volume, so that the accurate measurement on light dydrocarbon gas content in a natural gas hydrate reservoir drilled core is realized, the technical difficulties and the safety risks caused by low decomposition temperature, fast speed, and large release gas volume are overcome, and the system and the method are safe and practical.
Owner:NAT RESERACH CENT OF GEOANALYSIS

Shear test apparatus and shear test method of soil body under confining pressure status

The invention discloses a shear test apparatus and a shear test method of a soil body under confining pressure status. The shear test apparatus includes: a shear fixture for clamping a to-be-tested soil sample, a pressurizing apparatus for applying confining pressure to the to-be-tested soil sample, and a vertical loading apparatus above the shear fixture. The shear fixture comprises an upper fixture and a lower fixture; the pressurizing apparatus includes four pressurizing pieces. The shear test method includes the steps of: 1) sampling; 2) shear test and acquisition of a soil body micro-structure image: clamping the pressurizing apparatus and the soil sample, performing the shear test, dropwise adding a curing liquid, level-cutting the bottom of the soil sample, supporting the soil sample, level-cutting the top of the soil sample, taking the soil sample out from a shear seam, subsequently processing the soil sample in the shear seam, and performing electron microscope scanning. The method has reasonable design and is convenient to carry out, is low in cost, is short in time, has good use effects and can easily and quickly complete the shear test of the soil sample for a soil body shear zone under confining pressure status, and also can accurately analyze the micro-structure of the soil body under the confining pressure status.
Owner:XIAN UNIV OF SCI & TECH

Simulation test method for landslide hazard of soft soil layer under confining pressure condition

The invention discloses a simulation test method for landslide hazard of a soft soil layer under a confining pressure condition. The simulation test method comprises the following steps: firstly, sampling; secondly, carrying out a landslide hazard simulation test, comprising the following steps: 201, clamping a soil sample and a pressure device and adding water into the soil sample; 202, carrying out shear test; 203, dropping solidifying liquid; 204, slicing the bottom of the soil sample; 205, propping roof of the soil sample; 206, slicing the bottom of the soil sample; 207, taking out a soil body test sample in a shearing crack; 208, carrying out subsequent processing on the soil body test sample in the shearing crack; 209, carrying out electron microscope scanning; 210, carrying out the simulation test by utilizing the next to-be-tested surface; and 211, repeating the step 210 for N-2 times, so that a simulation test process is completed; and thirdly, sorting results of a shear simulation test. The simulation test method disclosed by the invention has the advantages that design is reasonable, operation is simple, using effect is good, shear strengths at different depths on a tested landslide and a microstructure at a shearing position can be simply and rapidly acquired, and an expansion process of a shear zone on the landslide under the confining pressure state can be really simulated.
Owner:XIAN UNIV OF SCI & TECH

Rainfall simulation rotary bituminous pavement friction coefficient tester and testing method thereof

The invention relates to a rainfall simulation rotary bituminous pavement friction coefficient tester and a testing method thereof. The rainfall simulation rotary bituminous pavement friction coefficient tester comprises a rain box divided into a main equipment area and an auxiliary equipment area, wherein the main equipment area is divided into an upper part and a lower part by a rain collection baseplate, and a water collection box is arranged at the lower part; a water distributing pipe with nozzles is arranged at the top of the right part of the upper part; two clamp strips are arranged at the bottom of the right part of the upper part, and a test mold is placed between the two clamp strips; a dynamic rotary friction coefficient tester is arranged on the upper surface of the test mold; a water storage bucket is arranged at the bottom of the left part, and the bottom of the water storage bucket is connected to a water pump in the water collection box through a water inlet pipe; another water pump is arranged at the top of the water storage bucket and connected with the water distributing pipe through a water delivery pipeline; a tee joint, a flowmeter and a solenoid valve are sequentially arranged on the water delivery pipeline from bottom to top; the tee joint is connected with a water return pipe with an adjustment valve, and the water return pipe is connected to the water storage bucket; a control box is arranged in the auxiliary equipment area. The rainfall simulation rotary bituminous pavement friction coefficient tester is simple in structure, and simple and convenient to operate.
Owner:SHANXI PROVINCIAL RES INST OF COMM +1

Photomultiplier linear range testing device and method

The invention provides a photomultiplier linear range testing device and method. The photomultiplier linear range testing device comprises a light source, a light source driver, a light splitting camera obscura, an integrating sphere, a light guide piece, a testing camera obscura, a testing electronics system and a computer. The light source emits light and irradiates the light-splitting dark box.The light splitting camera obscura is an opaque box body with a light inlet and a light outlet, light beam splitting output is carried out through the light splitting camera obscura, and the light beam is irradiated into the integrating sphere through the light outlet to be uniformly mixed. A light outlet of the integrating sphere is connected with a light inlet of the test camera obscura througha light guide piece. The test electronics system is used for providing high voltage for working of the photomultiplier and measuring an output signal of the photomultiplier. The computer is used forcontrolling the operation of the test device, and is used for controlling the light source driver, controlling the electric device in the light splitting dark box to realize light splitting, controlling and configuring the test of the test electronics system, reading a measurement value of the test electronics system and generating a test result after processing.
Owner:NORTH NIGHT VISION TECH

Method for observing expansion procedures of soil mass shear bands in confining pressure states

The invention discloses a method for observing expansion procedures of soil mass shear bands in confining pressure states. The method includes steps of firstly, sampling soil; secondly, carrying out shear tests, acquiring images of microscopic structures of soil masses, acquiring shear test results of to-be-tested soil samples at a plurality of different depth positions on the to-be-tested soil mass shear bands in the confining pressure states; thirdly, ranking the shear test results. When the shear tests are carried out on the to-be-tested soil samples and the images of the microscopic structures of the soil masses are acquired, procedures include clamping the soil samples and pressure devices, carrying out the shear tests, dropping solidifying liquid into the soil samples, flatly cutting the bottoms of the soil samples, propping the soil samples, flatly cutting the tops of the soil samples, fetching soil mass test specimens out of shear gaps, carrying out subsequent treatment on soil mass test specimens in the shear gaps and scanning the soil mass test specimens by the aid of electron microscopes. The method has the advantages that the method includes the simple steps, is reasonable in design and easy and convenient to implement, good service effects can be realized, the shear strength of the different depth positions on the tested soil mass shear bands in the confining pressure states and microscopic structures of shear positions can be easily, conveniently and quickly acquired, and accordingly the expansion procedures of the soil mass shear bands in the confining pressure states can be easily, conveniently and visually observed.
Owner:XIAN UNIV OF SCI & TECH

A Method for Observing the Expansion Process of Soil Shear Band under Confining Pressure

The invention discloses a method for observing expansion procedures of soil mass shear bands in confining pressure states. The method includes steps of firstly, sampling soil; secondly, carrying out shear tests, acquiring images of microscopic structures of soil masses, acquiring shear test results of to-be-tested soil samples at a plurality of different depth positions on the to-be-tested soil mass shear bands in the confining pressure states; thirdly, ranking the shear test results. When the shear tests are carried out on the to-be-tested soil samples and the images of the microscopic structures of the soil masses are acquired, procedures include clamping the soil samples and pressure devices, carrying out the shear tests, dropping solidifying liquid into the soil samples, flatly cutting the bottoms of the soil samples, propping the soil samples, flatly cutting the tops of the soil samples, fetching soil mass test specimens out of shear gaps, carrying out subsequent treatment on soil mass test specimens in the shear gaps and scanning the soil mass test specimens by the aid of electron microscopes. The method has the advantages that the method includes the simple steps, is reasonable in design and easy and convenient to implement, good service effects can be realized, the shear strength of the different depth positions on the tested soil mass shear bands in the confining pressure states and microscopic structures of shear positions can be easily, conveniently and quickly acquired, and accordingly the expansion procedures of the soil mass shear bands in the confining pressure states can be easily, conveniently and visually observed.
Owner:XIAN UNIV OF SCI & TECH

Asphalt Pavement Rotary Friction Coefficient Tester and Its Test Method for Simulating Rainfall

The invention relates to a rainfall simulation rotary bituminous pavement friction coefficient tester and a testing method thereof. The rainfall simulation rotary bituminous pavement friction coefficient tester comprises a rain box divided into a main equipment area and an auxiliary equipment area, wherein the main equipment area is divided into an upper part and a lower part by a rain collection baseplate, and a water collection box is arranged at the lower part; a water distributing pipe with nozzles is arranged at the top of the right part of the upper part; two clamp strips are arranged at the bottom of the right part of the upper part, and a test mold is placed between the two clamp strips; a dynamic rotary friction coefficient tester is arranged on the upper surface of the test mold; a water storage bucket is arranged at the bottom of the left part, and the bottom of the water storage bucket is connected to a water pump in the water collection box through a water inlet pipe; another water pump is arranged at the top of the water storage bucket and connected with the water distributing pipe through a water delivery pipeline; a tee joint, a flowmeter and a solenoid valve are sequentially arranged on the water delivery pipeline from bottom to top; the tee joint is connected with a water return pipe with an adjustment valve, and the water return pipe is connected to the water storage bucket; a control box is arranged in the auxiliary equipment area. The rainfall simulation rotary bituminous pavement friction coefficient tester is simple in structure, and simple and convenient to operate.
Owner:SHANXI PROVINCIAL RES INST OF COMM +1

A Simulation Test Method for Landslide Disaster in Soft Soil Layer

The invention discloses a simulation test method for the landslide hazard of a soft soil layer. The simulation test method comprises the following steps: (1) sampling; (2) landslide hazard simulation test: carrying out a simulation test on the landslide hazard of a to-be-tested sliding slope by virtue of N to-be-tested surfaces of a tested soil sample from top to bottom: (201) clamping a sampling ring knife and the soil sample, adding water into the soil sample; (202) carrying out a shear test; (203) dropping solidifying liquid; (204) transversely cutting the bottom of the soil sample; (205) supporting the soil sample; (206) transversely cutting the top of the soil sample; (207) taking out the soil sample in a shearing seam; (208) carrying out subsequent processing on the soil sample in the shearing seam; (209) carrying out electron microscope scanning; (210) carrying out the simulation test by virtue of the next to-be-tested surface; (211) repeatedly carrying out the step (210) for N-2 times, so as to finish the whole simulation test process; and (3) sorting shear simulation test results. The simulation test method is simple, the design is reasonable, the use effect is good, and the expansion process of a shear zone on the sliding slope can be effectively and truly simulated.
Owner:西安心学交通地质工程有限公司

Isolation performance library-based isolation performance evaluation method of asphalt isolation agent

The invention discloses an isolation performance library-based isolation performance evaluation method of an asphalt isolation agent. The isolation performance library-based isolation performance evaluation method comprises the steps of 1, inputting constituent information of an asphalt isolation agent to be tested; 2, inquiring an isolation performance library; 3, evaluating isolation performanceof the asphalt isolation agent to be tested, wherein the step of evaluating the isolation performance of the asphalt isolation agent to be tested comprises four steps of brushing the asphalt isolation agent, testing drawing, determining effective isolation frequency and outputting an isolation performance evaluation result; and 4, updating the isolation performance library. An isolation performance index of the asphalt isolation agent to be tested is given out by inquiring the asphalt isolation performance library to be built in advance, and intuitive and accurate evaluation is performed on the isolation performance of the asphalt isolation agent to be tested according to the isolation performance index; and meanwhile, the isolation performance evaluation method of the asphalt isolation agent is provided and can be used for performing simple and accurate evaluation on the isolation performance index of the asphalt isolation agent which is not stored in the asphalt isolation performance library, the asphalt isolation performance is updated and completed according to an evaluation result, and subsequent all-around and rapid inquiry and application are facilitated.
Owner:XIAN HIGHWAY INST

A method for evaluating the isolation performance of asphalt release agent based on the isolation performance library

The invention discloses a method for evaluating the isolation performance of an asphalt release agent based on an isolation performance library, comprising the steps of: 1. inputting component information of the asphalt release agent to be tested; 2. querying the isolation performance library; 3. isolation performance of the asphalt release agent to be tested Evaluation, including four steps of asphalt release agent brushing, pull-out test, determination of effective isolation times and output of isolation performance evaluation results; 4. Update of isolation performance database. The invention provides the isolation performance index of the asphalt release agent to be tested by querying the pre-established asphalt isolation performance database, and conducts an intuitive and accurate evaluation of the isolation performance of the asphalt release agent to be tested through the isolation performance index, and provides an asphalt release agent isolation The performance evaluation method can easily and accurately evaluate the isolation performance indicators of asphalt isolation agents not stored in the asphalt isolation performance database, and update and improve the asphalt isolation performance database according to the evaluation results, which is convenient for more comprehensive and rapid query and use in the later period.
Owner:XIAN HIGHWAY INST

Simulation test method for landslide hazard of soft soil layer

The invention discloses a simulation test method for the landslide hazard of a soft soil layer. The simulation test method comprises the following steps: (1) sampling; (2) landslide hazard simulation test: carrying out a simulation test on the landslide hazard of a to-be-tested sliding slope by virtue of N to-be-tested surfaces of a tested soil sample from top to bottom: (201) clamping a sampling ring knife and the soil sample, adding water into the soil sample; (202) carrying out a shear test; (203) dropping solidifying liquid; (204) transversely cutting the bottom of the soil sample; (205) supporting the soil sample; (206) transversely cutting the top of the soil sample; (207) taking out the soil sample in a shearing seam; (208) carrying out subsequent processing on the soil sample in the shearing seam; (209) carrying out electron microscope scanning; (210) carrying out the simulation test by virtue of the next to-be-tested surface; (211) repeatedly carrying out the step (210) for N-2 times, so as to finish the whole simulation test process; and (3) sorting shear simulation test results. The simulation test method is simple, the design is reasonable, the use effect is good, and the expansion process of a shear zone on the sliding slope can be effectively and truly simulated.
Owner:西安心学交通地质工程有限公司

Analysis and testing system and method for light hydrocarbon gas content in natural gas hydrate drill core

The invention discloses a natural gas hydrate drilled core light hydrocarbon gas content analysis test system and a method. The analysis test system comprises a temperature control cavity, wherein a weight calculation part is arranged in the temperature control cavity; a sealed decomposition chamber is placed on the weight calculation part; a gas inlet one-way valve and a gas outlet gas circuit switch are respectively arranged on a gas inlet and a gas outlet of the decomposition chamber; a pressure meter and a safety valve are also arranged on the decomposition chamber; an air source is connected with the gas inlet one-way valve through a first fast gas circuit connector; the gas outlet gas circuit switch is connected with a gas inlet of a gas collecting chamber through a second fast gas circuit connector; a gas outlet, an air source and a hydrogen source of the gas collecting chamber are respectively connected with a corresponding gas inlet of a hydrogen flame ionization detector; a gas taking port is also formed in the gas collecting chamber. According to the natural gas hydrate drilled core light hydrocarbon gas content analysis test system and the method provided by the invention, a hydrate is controlled at low temperature so as to be decomposed, and the hydrogen flame ionization detector is used for directly measuring and analyzing light dydrocarbon gas volume, so that the accurate measurement on light dydrocarbon gas content in a natural gas hydrate reservoir drilled core is realized, the technical difficulties and the safety risks caused by low decomposition temperature, fast speed, and large release gas volume are overcome, and the system and the method are safe and practical.
Owner:NAT RESERACH CENT OF GEOANALYSIS
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