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39results about How to "High scientific value" patented technology

In-space-capsule 3D printing device for microgravity environment

ActiveCN104608382AReduce sports vibration interferenceGuaranteed stabilityAdditive manufacturing apparatusElectromagnetic interferenceSpace manufacturing
An in-space-capsule 3D printing device for a microgravity environment comprises a printer, wherein a function composite closed case is arranged outside the printer, an air outlet of the printer in the function composite closed case is connected with an air inlet of an atmosphere and temperature control device, an air outlet of the atmosphere and temperature control device is connected with an air inlet of the printer in the function composite closed case, the function composite closed case of the printer is connected with a vibration reduction platform, and a printing platform is connected onto the vibration reduction platform; a heat-insulating layer capable of keeping the temperature field in the case stable is contained in the inner surface of the function composite closed case, a noise reduction layer for shielding noises produced during printing is arranged outside the heat-insulting layer, and an electromagnetic shielding layer for preventing mutual electromagnetic interference between the printer and the outside as well as a protection layer for ensuring the printer strength are arranged outside the noise reduction layer. The device is adapted to the space microgravity environment and ensured to be matched with a space navigation platform, and space manufacturing is realized.
Owner:XI AN JIAOTONG UNIV

Indoor three-dimensional grouting model test servo control system and test method

The invention discloses an indoor three-dimensional grouting model test servo control system and a test method. The system comprises two parts of a three-dimensional grouting model test device and a constant-pressure grouting-water supply combined servo control device. The three-dimensional grouting model test device comprises three counterforce boards. A confining pressure counterforce cavity is placed between the first counterforce board and the second counterforce board. An axial pressure servo loading module for applying the axial loading force to the confining pressure counterforce cavity is placed between the second counterforce board and the third counterforce board. A pore water pressure loading module is arranged at the bottom of the confining pressure counterforce cavity. A grouted rock mass loading module and a confining pressure servo loading module applying confining pressure to the confining pressure counterforce cavity are arranged in the confining pressure counterforce cavity. The constant-pressure grouting-water supply combined servo control device comprises a constant-pressure double-liquid grouting pneumatic servo control module and a constant-pressure water supply pneumatic servo control module. The constant-pressure double-liquid grouting pneumatic servo control module is communicated with the confining pressure counterforce cavity. The constant-pressure water supply pneumatic servo control module is connected with the pore water pressure loading module.
Owner:SHANDONG UNIV OF SCI & TECH

Plant fiber chewing gum and manufacture method thereof

The invention relates to a plant fiber chewing gum and a manufacture method thereof. The plant fiber chewing gum comprises 75-85 percent of plant crude fiber yarn containing sugar and fiber powder, 10-21 percent of powder of a plant which can be used as both food and medicine, and 4-5 percent of additive. The manufacture method comprises the steps: stems and fruits of a plant, which are rich in crude fibers and are edible, are cleaned, divided, frozen, dried, flavored and reconstituted, and are prepared into crude fiber yarn and fiber powder which contain sugar after being pulverized and screened; the fiber yarn and the fiber powder are mixed with the powder of the plant which can be used as both food and medicine and the additive by the percentage, the mixture is put into a stirring mill to be stirred evenly and is extruded or pressed to be made into blocks of various shapes; the blocks are coated with chewing gum sugar-coat and are dried and packaged to obtain the finished product. The invention overcomes the defect that the chewing gum taking edible rosin glycerin ester as a chewable carrier pollutes environment after being eaten. The invention takes crude fiber of edible plants to replace the edible rosin glycerin ester, has good chewable capability, does not adhere after being eaten, can be degraded naturally and does not pollute the environment.
Owner:李念球

Tunnel seepage instability model test device and test method with ground pressure and water pressure controllable

The invention discloses a tunnel seepage instability model test device and test method with the ground pressure and the water pressure controllable. The device comprises a medium filling chamber, a loading piston box, a loading system and a water injection system; a reserved hole is formed in the lower portion of the side wall of the medium filling chamber; the loading piston box is arranged at the ceiling of the medium filling chamber, a water inlet is formed in the top of the loading piston box, multiple water seepage holes are formed in the bottom of the loading piston box, the loading system is arranged at the top of the loading piston box, and the water inlet is connected with a pipeline of the water injection system. Through low-capacity filling and repeatable operability of the test device, possibility is provided for researching the seepage failure forms of a tunnel under different ground-pressure and water-pressure conditions through a great number of tests, the ground stress can be loaded to a small-size tunnel seepage instability model in a stable and long-acting mode under a pressure water environment, consistency between the model test conducting condition and the simulation engineering condition is guaranteed, the test device can be accurately applied to simulation of complicated geological conditions such as a tunnel and a mine, and powerful guarantee is provided for research of seepage instability mechanisms.
Owner:SHANDONG UNIV +1

Semi-flexible pavement microscomic mechanical analysis method under vehicle-temperature load coupling action

The invention relates to a semi-flexible pavement microscomic mechanical analysis method under vehicle-temperature load coupling action and belongs to the technical field of pavement material research. The problems of single load type, one-sided calculation result, low accuracy and the like in the existing semi-flexible pavement microscomic mechanical analysis are solved. The method comprises thefollowing steps: firstly, obtaining material parameters of the semi-flexible pavement at different temperature through an indoor experiment and obtaining temperature related functions of the parameters through fitting; secondly, establishing a semi-flexible pavement two-dimensional model and endowing the composition materials in the model with thermotechnical parameter; thirdly, using an FISH language writing program, and updating the mechanical parameters of the composition materials obtained by the fitting functions in real time along with the temperature change of the materials in each stepof the calculation process; and finally, simulating vehicle load loading and monitoring the microscomic mechanical response condition of the semi-flexible pavement under the vehicle-temperature loadcoupling action. The method can exert effects in microscomic mechanical research of other pavement type multi-filed coupling action and provides basis for knowing strength formation mechanism.
Owner:NANJING FORESTRY UNIV

Large-sized earth pillar series connection simulator for soil solute transport

InactiveCN101736716BHigh precisionImprove the level of research equipmentHydraulic modelsPeristaltic pumpSoil moisture sensor
The invention relates to a large-sized earth pillar series connection simulator for soil solute transport, which belongs to the field of hydraulic engineering and has an IPC international patent classification code of E02B 1 / 100, E02D 33 / 00. The large-sized earth pillar series connection simulator comprises a water supplying system, simulated earth pillars, a sampling system, a series connection device, a draining system, and a data acquiring and control device, wherein the water supplying system comprises a water supplying peristaltic pump and a water supplying tube; the simulated earth pillars comprise a plurality of large-sized earth pillars; the sampling system comprises a water sampling port, a sampling tube, a sampling pump and a sampling container; the series connection device comprises series connection pressurizing water supplying equipment and a water supply tube which is connected with the large-sized earth pillars in series, and the series connection pressurizing water supplying equipment is preferably the peristaltic pump; the draining system comprises an electromagnetic valve and a draining tube; and the data acquiring and control device comprises a cable, a soil water sensor, a data acquisition controller and a computer. The simulator is suitable for the simulated research on the transportation of the solute in the large-sized soil profile and the simulator has the advantages of higher simulation precision, lesser investment and easier construction.
Owner:北京市水利科学研究所

Modification Method for Improving Shape Memory Performance of Emulsified Asphalt Used in Fog Sealing Coat

The invention provides a modification method for improving the shape memory performance of emulsified asphalt used in the fog seal layer, which belongs to the technical field of emulsified asphalt modification, and solves the problem that the current fog seal layer is prone to aging and cracking, lacks shape memory function, cannot realize self-healing and road surface performance Problems with short duration. The present invention firstly selects the asphalt sample, emulsifier and suitable shape memory polymer as the modifier, and makes the modifier into a latex; The modified emulsified asphalt was prepared by side emulsification method; secondly, the basic properties and shape memory performance of the modified emulsified asphalt were tested, and the formula of each component of the modified emulsified asphalt was optimized accordingly; finally, infrared spectroscopy and The scanning electron microscope analyzes the modified emulsified asphalt, and further optimizes the compounding scheme of the modified emulsified asphalt, so that the modified emulsified asphalt has better shape memory performance, enhances the self-healing performance of the fog seal material, and reduces the frequency of asphalt pavement maintenance.
Owner:NANJING FORESTRY UNIV

Preparation method of sand-mist sealant material with self-healing function

The invention provides a method for preparing a sandy mist sealant material with a self-healing function, which solves the problems of insufficient anti-skid performance, easy aging and cracking, lack of repeated self-healing function, poor durability, and inability to rely on natural environment temperature field cycles for current mist sealant materials. Change achieves self-healing problems. The present invention first selects machine-made sand as the fine aggregate of the sand-containing mist seal layer and carries out reasonable gradation design; then, selects shape memory fibers with suitable phase transition temperature for stretching training, endows the fibers with shape memory properties; selects phase transition Thermoplastic granules with suitable temperature are used as additives for the sand mist seal layer, so that they can melt when reaching the appropriate temperature and then seal the cracks; then, weigh an appropriate amount of emulsified asphalt, shape memory fiber, thermoplastic granules, fine aggregate and water to mix evenly to obtain Sand mist sealant material; finally, by testing the mixing uniformity, the mix ratio design of each component of the sand mist sealant is further optimized, so that the mist sealant material has good self-healing performance and anti-skid performance.
Owner:NANJING FORESTRY UNIV

Pretreatment device for water nitrate nitrogen isotope test

The invention discloses a pre-treatment apparatus for test of a nitrate nitrogen isotope in water body. The pre-treatment apparatus comprises at least one pre-treatment pipeline. The pre-treatment pipeline comprises a water-supply pump, a water inlet and storage tank, a peristaltic pump, a resin exchange adsorption column and a water drainage and storage barrel which are communicated with one another successively, wherein the water inlet and storage tank is provided with an on-line test probe for nitrate nitrogen in inlet water; the water drainage and storage barrel is provided with an on-line test probe for nitrate nitrogen in drainage water; and the on-line test probe for nitrate nitrogen in the inlet water and the on-line test probe for nitrate nitrogen in the drainage water are connected with a data acquisition and control system. The pre-treatment apparatus provided by the invention is suitable for pretreatment (adsorption process) for the test of the nitrate nitrogen isotope in various water bodies. Compared with a conventional indoor pretreatment method, a pretreatment method employing the pre-treatment apparatus provided by the invention can overcome the problems of low treatment efficiency and complex applications in a normal pretreatment method for the test of the nitrate nitrogen isotope in the water body, realizes intellectualized operations, and greatly increases pretreatment efficiency.
Owner:BEIJING ACADEMY OF AGRICULTURE & FORESTRY SCIENCES

A Method for Evaluation of Shape Memory Performance of Sand-Mist Sealant Material

The invention provides a method for evaluating the shape memory performance of a sand mist seal layer material, which belongs to the technical field of asphalt pavement materials, and solves the problem that the shape memory performance evaluation method of the current shape memory performance evaluation method is difficult to measure the shape fixation rate and recovery of the slurry material such as a sand mist seal layer. Rate index, the lack of methods to evaluate the shape memory performance of sand-mist sealant materials. In the present invention, the shape-memory short fibers and thermoplastic particles whose phase transition temperature matches the highest temperature field on the road surface are firstly selected, and the shape-memory function of the short fibers is given to the short fibers through pre-deformation; then, sand mist-containing sealing materials with different content of shape-memory fibers are prepared The test piece was cured; secondly, the triaxial dynamic creep test was carried out to obtain the deformation amount of different cycles, and the shape memory index was defined as the evaluation index; finally, the optimal dosage of shape memory short fiber was determined by comparing the shape memory index . Improve the mix ratio design of the sand mist sealant material to meet the self-healing performance requirements of the sand mist sealant material on the asphalt pavement.
Owner:NANJING FORESTRY UNIV

An in-capsule 3D printing device for microgravity environment

ActiveCN104608382BEnsure safetyAtmosphere controlAdditive manufacturing apparatusTemperature controlSpace manufacturing
An in-space-capsule 3D printing device for a microgravity environment comprises a printer, wherein a function composite closed case is arranged outside the printer, an air outlet of the printer in the function composite closed case is connected with an air inlet of an atmosphere and temperature control device, an air outlet of the atmosphere and temperature control device is connected with an air inlet of the printer in the function composite closed case, the function composite closed case of the printer is connected with a vibration reduction platform, and a printing platform is connected onto the vibration reduction platform; a heat-insulating layer capable of keeping the temperature field in the case stable is contained in the inner surface of the function composite closed case, a noise reduction layer for shielding noises produced during printing is arranged outside the heat-insulting layer, and an electromagnetic shielding layer for preventing mutual electromagnetic interference between the printer and the outside as well as a protection layer for ensuring the printer strength are arranged outside the noise reduction layer. The device is adapted to the space microgravity environment and ensured to be matched with a space navigation platform, and space manufacturing is realized.
Owner:XI AN JIAOTONG UNIV

Indoor three-dimensional grouting model test servo control system and test method

The invention discloses an indoor three-dimensional grouting model test servo control system and a test method. The system comprises two parts of a three-dimensional grouting model test device and a constant-pressure grouting-water supply combined servo control device. The three-dimensional grouting model test device comprises three counterforce boards. A confining pressure counterforce cavity is placed between the first counterforce board and the second counterforce board. An axial pressure servo loading module for applying the axial loading force to the confining pressure counterforce cavity is placed between the second counterforce board and the third counterforce board. A pore water pressure loading module is arranged at the bottom of the confining pressure counterforce cavity. A grouted rock mass loading module and a confining pressure servo loading module applying confining pressure to the confining pressure counterforce cavity are arranged in the confining pressure counterforce cavity. The constant-pressure grouting-water supply combined servo control device comprises a constant-pressure double-liquid grouting pneumatic servo control module and a constant-pressure water supply pneumatic servo control module. The constant-pressure double-liquid grouting pneumatic servo control module is communicated with the confining pressure counterforce cavity. The constant-pressure water supply pneumatic servo control module is connected with the pore water pressure loading module.
Owner:SHANDONG UNIV OF SCI & TECH

A multi-component compounding scheme design method for high-efficiency asphalt flame retardant

The invention provides a design method of an efficient asphalt flame retardant multi-element compounding scheme, aiming at solving the problems of a current asphalt flame retardant which is poor in flame retardant efficiency and cannot implement complete thermal decomposition on asphalt to achieve efficient flame retardation. The method comprises the steps of firstly, implementing a thermegravimetry experiment depending on various components of asphalt to understand graded distribution characteristics of thermal decomposition performances of various components of the asphalt; and respectively optimizing flame retardants matched to thermal decomposition temperature intervals of various components of the asphalt and additive amounts of the flame retardants, so as to realize flame retardation on the level of various components; secondly, depending on contents of various components in the asphalt, primarily designing a flame retardant compounding scheme, investigating flame retardant efficiency of the compound multi-element flame retardant on the asphalt as well as a synergistic effect among various flame retardants, thus optimizing the flame retardant compounding scheme primarily; and finally, evaluating influence of the compound flame retardant on pavement performances of the asphalt and mixture thereof, so as to further optimize the flame retardant compounding scheme and perfecting design of the flame retardant multi-element compounding scheme. The method provided by the invention can realize efficient flame retardation in the full thermal decomposition process of the asphalt, so as to enhance fire safety of an asphalt pavement.
Owner:NANJING FORESTRY UNIV

An anhydrous soil matric potential profile measuring device

The invention discloses a water-free soil matrix potential profile measurement device which comprises not less than one water-free soil matrix potential sensor unit, a conical drill bit and an impact handle, wherein the conical drill bit, the not less than one water-free soil matrix potential sensor unit and the impact handle are sequentially connected in series by virtue of connecting screw rods so as to form a cylindrical whole. The water-free soil matrix potential profile measurement device disclosed by the invention is suitable for long-term soil matrix potential research; compared with previous products, the device has the advantages that installation and application programs can be greatly simplified, and the equipment level in the field of the soil matrix potential research in China is effectively improved. The adverse factors such as tedious operations, large edge effect and low degree of automation in a conventional soil matrix potential measuring instrument are effectively overcome. With the adoption of the water-free soil matrix potential profile measurement device, the measurement of low edge effect and profile integration can be very well realized, the soil matrix potential can be automatically acquired, the working efficiency is greatly improved, and the application of the device has very high scientific values.
Owner:山东映荷水务有限公司

Mesomechanical analysis method of semi-flexible pavement under coupled vehicle-temperature load

The present invention is a semi-flexible pavement mesomechanics analysis method under the coupling effect of vehicle-temperature load, which belongs to the technical field of pavement material research, and solves the problem of single load type, one-sided calculation results and low accuracy in the current semi-flexible pavement mesomechanics analysis. Bad question. The present invention first obtains the material parameters of the semi-flexible pavement at different temperatures through indoor tests, and obtains the temperature correlation function of each parameter through fitting; secondly, establishes a two-dimensional model of the semi-flexible pavement, and assigns thermal parameters to each component material in the model; then , use the FISH language to write programs, update the mechanical parameters of each component material obtained by the fitting function in real time at each step in the calculation process with the change of material temperature; finally, simulate the vehicle load loading, and monitor the semi-flexible pavement under the coupled action of vehicle-temperature load mesomechanical response. The invention can also play a role in the mesomechanics research of multi-field coupling action of other road surface types, and provides a basis for understanding the strength formation mechanism.
Owner:NANJING FORESTRY UNIV
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