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73 results about "Uniaxial pressure" patented technology

Method for measuring rock thermal coefficient of linear expansion by utilizing pressure tester

The invention relates to a method for measuring rock thermal coefficient of linear expansion by utilizing a pressure tester. The method comprises the following steps of selecting a rock sample, drilling a circular hole and engraving a wire leading groove; installing a silica gel heating element heating device; wrapping a heat preservation and insulation layer; installing an electric couple; placing the assembled rock sample onto a uniaxial pressure tester, putting heat preservation and insulation mats on the top surface and the bottom surface of the rock sample; starting the uniaxial pressure tester to apply an initial load on the rock sample; setting finishing temperature required to be applied, recording a finishing load value and axis finishing temperature after a system is stabilized; finally, calculating the thermal coefficient of linear expansion. The invention utilizes the common pressure tester to measure the rock thermal coefficient of linear expansion, so that compared with other existing methods, the time required for single measuring can be well shortened, the problem of cooling of heating equipment does not need to be considered, the measurement of the next sample can be carried out directly, and high-efficient measurement of the rock thermal coefficient of linear expansion in engineering design is realized.
Owner:GUANGXI UNIV

Heating constant-temperature device and method for high-temperature rock uniaxial compression test

The invention discloses a heating constant-temperature device for a high-temperature rock uniaxial compression test. The heating constant-temperature device comprises a heating constant-temperature unit, a force transmission unit, a protection unit and a monitoring unit. The heating constant-temperature unit, the force transmission unit and the monitoring unit are arranged in the protection unit;the monitoring unit can be in contact with a standard cylindrical rock test piece, the heating constant-temperature unit and the force transmission unit, the force transmission unit is connected witha press machine to apply pressure to the standard cylindrical rock test piece, the heating constant-temperature unit can wrap the standard cylindrical rock test piece, and the force transmission unitis further communicated with the protection unit to conduct cooling. The device can be used in cooperation with a uniaxial press to simulate the influence of different temperature environments on themechanical property of a rock test piece, and has the remarkable advantages of being easy to operate, easy to control and high in test efficiency, can effectively avoid test errors caused by hydraulicoil invasion and test element temperature rise, and can conveniently and accurately obtain basic mechanical parameters of high-temperature rock.
Owner:SHANDONG UNIV

Machine tool-base joint surface contact stiffness calculation method in consideration of concrete asperity fracture

ActiveCN106768741AThe contact stiffness is obtainedImprove working precisionElasticity measurementContact pressureTheory model
The invention discloses a machine tool-base joint surface contact stiffness calculation method in consideration of concrete asperity fracture. According to the method, a fracture phenomenon is thought to be generated when the asperity on the surface of the concrete suffers from large load, the originally-fractured asperity load is shouldered by other un-fractured asperities, fracture of an asperity continues to happen, and so on and so forth, a balance state is achieved. Firstly, according to a uniaxial pressure stress-strain curve of a corresponding concrete mark, the relationship between the concrete critical fracture stress and a critical fracture area of a single asperity is built, a critical deformation area value of the single asperity is acquired, and based on a fractal theory, the bearing forces of the concrete asperity in elasticity, plasticity and fracture deformation stages are solved respectively. A finite element method is adopted to extract the contact pressure of a sample joint surface under different pretightening forces, the concrete-steel joint surface contact stiffness is acquired and calculated on the basis, simulation analysis is carried out by using ANSYS, and an experiment is designed to verify a theoretical model.
Owner:BEIJING UNIV OF TECH

Experimental device for testing rock disturbance-delayed elasticity

The invention discloses an experimental device for testing rock disturbance-delayed elasticity; the experimental device comprises a base assembly, a first partition plate is fixed on the top of the base assembly, the first partition plate is fixedly provided with a first vertical plate, a second vertical plate, a third vertical plate, a fourth vertical plate and a fifth vertical plate, and the tops of the first vertical plate, the second vertical plate, the third vertical plate, the fourth vertical plate and the fifth vertical plate are fixedly assembled with a second partition plate; two sixth vertical plates are fixed on the second partition plate, and a third partition plate is fixed on the top of the sixth vertical plate; the first vertical plate is fixedly assembled with the end of apressurized oil cylinder, the pressurized oil cylinder passes through the second vertical plate and is fixedly assembled with the second vertical plate; a pressurized telescopic shaft of the pressurized oil cylinder passes through the third vertical plate, and is fixedly assembled with pressure applying components, the pressure applying components are disposed on a loading component; the number ofthe pressure components is two, the pressure applying components are respectively distributed on both sides of the loading component, and one pressure applying component is fixedly assembled with oneend of the disturbance shaft of a disturbance component. The experimental device can detect a sample in the aspects of disturbance, relaxation, uniaxial pressure applying and delayed elasticity.
Owner:ANHUI UNIV OF SCI & TECH

Super-wear-resistant tungsten carbide hard alloy discharge plasma sintering method

InactiveCN108276001AOvercome the disadvantage of gradual decrease in hardnessGuaranteed toughnessWear resistantAlloy
The invention discloses a super-wear-resistant tungsten carbide hard alloy discharge plasma sintering method. The method comprises the following steps: adding Co powder with the purity of 99.9 percentand the granularity of 20 to 30 nm and CaC2 powder with the purity of 99.9 pecent and the granularity of 40 to 50 nm into binding phase-free nano WC powder which is protected by vacuum or inert gas and is used as a raw material; putting the mixture into a high-intensity graphite mold for compaction, and placing the mixture between an upper electrode and a lower electrode of an SPS discharge plasma sintering device; vacuumizing the die till the vacuum degree is 6 Pa, increasing uniaxial pressure to 50 MPa within a tolerance range of the graphite mold, then heating the graphite mold, and preserving the heat for 5 min to obtain a phase-free nano tungsten carbide hard alloy. According to the preparation method disclosed by the invention, a tungsten carbide material is sintered by adopting anSPS technology; the adding amount of Co is maintained at the content close to the content of 1 percent during low-Co sintering; furthermore, CaC2 is added into a sintering aid, so that the shortcomingthat the hardness of WC is gradually reduced with the increase of the Co content; furthermore, the content of Co is more than 1 percent, so that the phase-free nano tungsten carbide hard alloy has the advantage of toughness during cobalt sintering.
Owner:CHINA NAT OFFSHORE OIL CORP +1

Device for measuring rock released radon under uniaxial pressure experiment

The invention discloses a device for measuring rock released radon under a uniaxial pressure experiment, and belongs to the technical field of gas measurement. The rock released radon measuring devicewith small environmental pollution and high measuring precision is provided. According to the technical scheme, the device for measuring the rock released radon under the uniaxial pressure experimentcomprises a pressure machine; the pressure machine is used for compressing a rock sample in a pressure chamber through a pressure rod to release a gas sample; the pressure chamber is connected with agas inlet switch through a pipeline; the lower side of the pressure chamber is connected with a first switch through a pipeline; gas enters a radon gas chamber through the first switch and a silica gel drying tube sequentially; a gold-silicon barrier type semiconductor detector is arranged in the radon gas chamber; an outlet of the radon gas chamber is connected with a second switch; one side, far away from the radon gas chamber, of the second switch communicates with an inlet of a filter; an outlet of the filter communicates with a gas collecting bottle; the silica gel drying tube is used for filtering dust and water vapor in the gas sample; and the filter is used for removing a daughter of radon possibly existing in the gas sample.
Owner:TAIYUAN UNIV OF TECH
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