60 results about "Fracture testing" patented technology

The invention discloses a coal-rock hydraulic fracturing testing method under a true triaxial state. The coal-rock hydraulic fracturing testing method under the true triaxial state comprises the following steps: 1) preparing a test piece; 2) installing the test piece; 3) pre-loading; 4) loading; 5) hydraulically fracturing; 6) unloading; 7) storing all data recorded by a data collection system, taking out the test piece and observing the shape of the test piece. According to the coal-rock hydraulic fracturing testing method, the real work condition can be more really simulated, and a theoretical basis is provided for solving on-site problems.

The invention relates to a self-support fracture testing and analyzing device and method for oil-gas field development. The device is mainly composed of a fluid storage tank, an advection pump, a pretreated working fluid tank, a reverse mold fluid tank, a flow conduction chamber, a displacement sensor, a hydraulic press, a fracture maker, a back-pressure controller, a collected fluid bottle, a data acquisition and control board and a computer. The method comprises the following steps: naturally breaking a rock core into two rock plates; putting the rock plates into the inner cavity of the flow conduction chamber to form a self-support in-fracture fluid flow region; applying an initial pressure so that the in-fracture fluid flow region is fully filled with the testing fluid; pretreating the in-fracture fluid flow region; starting the computer, inputting experimental parameters, and injecting the testing fluid; acquiring self-support fracture flow conductivity; treating the in-fracture fluid flow region again; and driving the reverse mold fluid into the flow conduction chamber to form a reverse mold casting. The invention can simulate the actual situation of the self-support fracture to acquire accurate flow conductivity test data, and can also acquire the flow form of the self-support in-fracture fluid.

The invention provides a method for increasing the fracture stimulated reservoir volume of shale gas. The method includes the following steps that firstly, the brittleness index of shale is fine analyzed and evaluated; secondly, a proper number of shower holes are selected; thirdly, induced fracturing testing is conducted on each segment; fourthly, acid pretreatment is conducted; fifthly, the amplitude of shale original horizontal stress difference relative to major fracture net pressure is judged, and a fracture is further treated; sixthly, balls are thrown according to the cluster number of perforated holes and the total number of the perforated holes. By fine analyzing and evaluating the brittleness index of shale, selecting reasonable perforated hole parameters, conducting induced fracturing testing on each segment of a horizontal well, well controlling the major fracture net pressure and well controlling a diverting agent in the fracture, generation of network fractures or volume fractures is improved in the shale gas well fracturing process, accordingly the fracture stimulated reservoir volume is increased, and finally the fracture flow conductivity is improved after shale gas fracturing.

An apparatus for testing a drilling fluid includes a vessel having a fluid inlet, a fluid outlet, and a pair of opposed impermeable platens disposed within the vessel. The apparatus further includes a test fluid container in fluid communication with the fluid inlet, and a collection container in fluid communication with the fluid outlet. Additionally, the system includes a data acquisition device configured to receive data from at least one of the vessel, the test fluid container, and the collection container. Also, a method for determining sealing characteristics of a drilling fluid includes injecting a test fluid having a fluid loss control material from a test fluid container to a vessel, the vessel having a first impermeable platen and a second impermeable platen with a gap between the two platens. The methods further includes measuring a fracture tip fluid loss through the gap.

The invention discloses a soil body two-dimensional fracture testing method and device. In the testing method, loading clamps are combined in different forms according to different fracture testing types; the loading clamps are installed on a power loading device according to required loading angles. Loading rods are connected with the external power loading device, and starting and loading modes of the loading rods are controlled by a computer and a data acquisition system. The testing device comprises a sample, a loading plate I and a loading plate II, wherein a loading clamp is formed by the loading plate I and the loading plate II which are completely identical. Each loading plate comprises a clamp body, a loading rod installing hole, a compression-shear assisting plate, a sample fixing hole, a sample clamping plate, a pull-shear assisting plate and the corresponding loading rod, and the compression-shear assisting plates and the pull-shear assisting plates are detachable. The testing device can simultaneously achieve compression-shear type '-I-II type', shear type 'II type', pull-shear type 'I-II type' and stretching type 'I type' fracture testing.

The invention discloses a rock microwave fracturing testing device based on true triaxial loading. The rock microwave fracturing testing device based on true triaxial loading comprises a true triaxialloading assembly and two microwave radiation fracturing assemblies, and the two microwave radiation fracturing assemblies are the microwave radiation surface fracturing assembly and the microwave radiation in-hole fracturing assembly respectively; the true triaxial loading assembly comprises a fixed loading frame, a movable loading frame, a base, a rail, a sliding table and a two-degree-of-freedom movable frame; two groups of Z-direction actuators and two groups of Y-direction actuators are arranged on the fixed loading frame, and an X-direction actuator is arranged on the movable loading frame; a rock sample loading cavity is located in the middle of the fixed loading frame; both the movable loading frame and the sliding table are arranged on the rail through sliding blocks; both the microwave radiation surface fracturing assembly and the microwave radiation in-hole fracturing assembly are installed on the sliding table through the two-degree-of-freedom movable frame, and the slidingtable and the two-degree-of-freedom movable frame are driven by servo motors; a microwave shielding net is arranged on the movable loading frame, and the testing device is wholly arranged in an electromagnetic shielding chamber.

The invention provides a hydraulic fracturing test apparatus based on a conventional testing machine for rock mechanics. The hydraulic fracturing test apparatus comprises a lower pressing head and an upper pressing head. The lower pressing head is arranged on a triaxial base plate, and an axial compression bar acts on the upper pressing head. Both the upper pressing head and the lower pressing head are designed with pressure water channels. The hydraulic fracturing test apparatus is characterized by further comprising a leak-proof sleeve and a permeable plate; the leak-proof sleeve sleeves the rock specimen to prevent pressure water from mixing with confining oil in a triaxial chamber, and the upper end and the lower end of the leak-proof sleeve are respectively fixed to the upper pressing head and the lower pressing head; the permeable plate is distributed with pressure water permeable holes and is arranged between the rock specimen at the pressure water outlet end and the upper pressing head; one of the upper pressing head and the lower pressing head is a pressing head combination combined by an acting pressing head acting on the rock specimen and an adapting pressing head, and the acting pressing head is connected with the adapting pressing head through a tongue-and-groove insertion structure. The invention further provides the rock specimen for the apparatus and the hydraulic fracturing testing method utilizing the hydraulic fracturing test apparatus based on the conventional testing machine for rock mechanics to achieve hydraulic fracturing tests on the conventional test machine for rock mechanics.

The invention provides rare earth-magnesium alloy and a preparation method thereof. The rare earth-magnesium alloy comprises 1%-5% of RE, 0-1% of Sr, 0.2%-2% of Zn, 0-1% of Zr and the balance Mg, and RE is one or more of Sm, La, Ce and Y. High heat conductivity, strength and high temperature strength are achieved. Raw materials are preheated after being compounded, then the raw materials are alloyed and microalloyed after being smelted, component analysis and fracture testing are carried out after refining impurity removing, and die-cast formation is achieved after qualification is achieved. The preparation method is easy and convenient to operate, and the prepared rare earth-magnesium alloy is high in purity degree, and suitable for industrial production.

The invention discloses a cohesive soil strain control type I fracture toughness tester and a test method. The tester includes a mounting table, a motor is installed on the mounting table, and the motor is connected with a telescopic connecting rod. A sensor is connected to the front end of the connecting rod, and the sensor is connected to the push rod; a base is provided on the mounting table, a slide rail is provided on the base, a sample to be tested is provided on the slide rail, and a pair of stoppers are fixedly connected to the base. Rod, one side of the tested sample is connected with the blocking rod, and the other side is connected with the push rod, and the tested sample is provided with an initial crack. A strain-controlled Type I fracture toughness tester for cohesive soil of the present invention eliminates the influence of gravity by laying the test sample flat to perform the fracture test, and eliminates the influence of gravity by placing the test sample on the slide rail. The effect of friction.

A device for simulating a coal-seam hydraulic fracturing effect to monitor discharged excavated pulverized coal change comprises a hydraulic fracturing confining-pressure power system, a gas injection system, a hydraulic fracturing testing system and a computer. The gas outlet end of the gas injection system is connected with the gas inlet end of the hydraulic fracturing testing system. The computer is connected with the hydraulic fracturing confining-pressure power system, the gas injection system and the hydraulic fracturing testing system respectively through data lines. The invention further discloses an experimental method of the device for simulating the coal-seam hydraulic fracturing effect to monitor the discharged excavated pulverized coal change. The device is reasonable in design, a prepad fluid, a sand-carrying fluid and a displacement fluid are sequentially injected into a hydraulic fracturing pipe through the hydraulic fracturing confining-pressure power system, high-pressure gas is injected into an annular clamp and the injection amount of the high-pressure gas is regulated through the gas injection system and a confining-pressure device, and coal-seam hydraulic fracturing under the conditions of different coal-seam attribute parameters, different formation stress parameters and different particle sizes and the pulverized coal discharge amount produced under a hydraulic fracturing simulation effect are monitored by controlling the computer to be connected with the hydraulic fracturing confining-pressure power system, the gas injection system, the confining-pressure device, the monitoring device, the annular clamp and the hydraulic fracturing pipe.

The invention relates to a true triaxial sand fracturing testing machine, which comprises a confining pressure system and an injecting system, wherein the injecting system comprises a first fracturing fluid container, a second fracturing fluid container and a piston container; two piston sheet baffle plates are arranged in the piston container. A true triaxial sand fracturing testing method comprises the following steps that stirring is performed in the second fracturing fluid container to form sand-carrying fracturing fluid; prepositive fracturing fluid is injected into the first fracturing fluid container; the prepositive fracturing fluid and the sand-carrying fracturing fluid are respectively injected into a middle cavity and an upper cavity of the piston container by pressure; through a first constant-pressure constant-speed plunger pump and/or a second constant-pressure constant-speed plunger pump, water is discharged into a lower cavity of the piston container; the prepositive fracturing fluid, the sand-carrying fracturing fluid and displacement fracturing fluid sequentially enter a downhole core for fracturing; after the fracturing is finished, the downhole core is taken out; the crack expanding condition is observed. The technical scheme is simple and is easy to understand; the operation is convenient and fast; the unified control on the confining pressure system and the injecting system can be realized; the fracturing fluid replacement is convenient.

The invention relates to a research device and a technique which can be widely used in the bituminous concrete hydraulic fracture mechanism in engineering including the hydraulic engineering and the geotechnical engineering, in particular to a device and a method for bituminous concrete hydraulic fracture testing. A barrel cover is arranged at the top end of a rigid barrel, a pressure water inlet is arranged outside the lateral wall of the rigid barrel, a downstream leakage water outlet is arranged outside the rigid barrel on the other side of the pressure water inlet, and the pressure water inlet is higher than the downstream leakage water outlet. Samples of the device and the method include a bituminous concrete upstream material source, bituminous concrete and a bituminous concrete downstream material source, and modulus difference of materials is considered. Boundary conditions of the samples are simple, deflection of bituminous concrete can be controlled through telescopic bolts, and real simulation of the site actual working condition is achieved. In addition, the device exerts water pressure at the pressure water inlet to form a steady seepage field, and the bituminous concrete hydraulic fracture mechanism can be analyzed quantitatively.

The present invention relates to an asphalt mixture material low-temperature breaking test instrument. Said test instrument includes base seat, supporting frame, sample holder, force sensor, heating compensation system, control system, heating jacket and temperature sensor. Besides, said invention also includes condenser tube, heat-insulating tube and constant temperature channel, etc.

The invention belongs to the technical field of the oil production engineering in the oil field, and particularly provides a horizontal well section testing method by adopting a soluble rubber sleeve packer. The method comprises the following steps: firstly, wiper trip is carried out by a wiper trip tool; secondly, the surface of a soluble rubber sleeve is coated with a layer of a temperature control film, and a pipeline column tool string is formed by connecting of the soluble rubber sleeve packer, an downhole switch gear, a centralizer and an oil-well pump through an oil pipe in a matching mode; thirdly, the pipeline column tool string formed in the second step is descended to a pre-set position into the well once to carry out testing; fourthly, the testing section layer is opened through the soluble rubber sleeve packer, and sectionalizing testing is carried out on the to-be-pumped layer of the oil well; fifthly, after the testing is finished, the soluble rubber sleeve on the soluble rubber sleeve packer is automatically dissolved; sixthly, after the soluble rubber sleeve finishes dissolving, the tested pipeline tool string is taken out. The soluble rubber sleeve on the soluble rubber sleeve packer is automatically dissolved after the horizontal well fracturing testing is finished, and the defect that a the dissolution is difficult caused by the greater friction force of the well wall and the rubber sleeve due to the fact that a common packer rubber sleeve cannot retract and the rubber sleeve turns outward during the dissolution is solved.

The invention discloses an analog semi-rigid underlying structure temperature shrinkage fracture testing method and a device. The device mainly consists of a bracket, a gripping head, a screw rod, positioning bolts and a force sensor, and the selected materials of an analog test piece are organic glass plate and rubber tire. The testing method comprises the following steps: fixing a test piece pasted with a strain disc on the device through the gripping head, then placing in a temperature control test box, and connecting the strain disc and a strain box through a conducting wire which penetrates through the test box; turning the positioning bolts to apply a tensile force to the test piece through the control of the force sensor, and realizing the purpose of applying the tensile force to the test piece; and while applying the tensile force to the test piece, ensuring that the test piece and the gripping head are in the same plane, and fixing the test piece through a fastening bolt and the screw rod, so as to ensure that the test piece does not generate torsion. The method provided by the invention can simulate the fracture condition generated by fracture of a semi-rigid underlying structure after the action of temperature and load, and provides an effective way for research of underlying structure indoor analog and the fracture condition under the condition of temperature variation; and the structure is simple, the operation is convenient and the effect is good.

The invention relates to a radial well fracture testing device. The radial well fracture testing device comprises a pumping unit, a transparent wellbore hole simulator, a stratum simulation pipeline and a transversely-cut seam simulation device. The pumping unit is used for pumping sand-carrying fluid. The inlet of the transparent wellbore hole simulator is connected with the outlet of the pumping unit, and the transparent wellbore hole simulator is used for allowing a user to observe the sand setting rule. The inlet of the stratum simulation pipeline is connected with the outlet of the transparent wellbore hole simulator, and the stratum simulation pipeline is used for simulating and testing radial wellhole or tubular column friction drag under different reservoir stratum conditions. The inlet of the transversely-cut seam simulation device is connected with the outlet of the stratum simulation pipeline, and the transversely-cut seam simulation device is used for simulating and testing the propping agent setting rule of a transversely-cut seam formed by fracture of a radial well. The sand-carrying fluid can be used when the friction drag of the radial well is tested, the roughness of the wall of the well and the leak-off process of fracturing fluid are simulated, and accuracy and practicability of a friction drag test are improved; meanwhile, the sand setting rule can be observed through the transparent wellbore hole simulator and the propping agent setting rule of the transversely-cut seam under the leak-off condition can be tested through the transversely-cut seam simulation device.

The invention discloses a mass concrete microscopic fracture testing system. The mass concrete microscopic fracture testing system comprises a temperature stress testing machine and a sound emission detection device, wherein the temperature stress testing machine comprises a machine case for accommodating a concrete sample, a heating and cooling system, a displacement sensor, a force sensor, a stepper motor, a controller, a signal amplifier, a temperature sensor which is buried in the concrete sample, and a server, wherein the server is used for controlling the actions of the stepper motor according to data collected by each sensor and processing the data collected by each sensor to obtain temperature stress test parameters; the sound emission detection device comprises a sound emission sensor buried in the concrete sample and a signal processing unit, and the sound emission sensor is connected with the data input end of the server through the signal processing unit; concrete deformation data collected by the sound emission sensor are transmitted to the server after the amplification of the signal processing unit and analog-digital conversion processing. The system takes the occurrence of concrete microscopic fractures as a test result, so that accurate measurement of temperature parameters under concrete microscopic fractures can be realized.

The invention relates to a device for testing different cracking conditions of the interior of a cement-based material and a method, belonging to the testing field of a building material. The testing method comprises the following steps: the periphery of a cement-based material test specimen (1) with the standard size of 40*40*160mm is wrapped and sealed by a plastic film and fixed in an anti-fracture testing machine (2); two stainless steel electrodes (3) are respectively fixed on two opposite 40*40mm parallel surfaces of the test specimen (1); and the two stainless steel electrodes (3) and a constant potential rectifier are respectively connected by a working electrode (5) and a reference electrode (6). During testing, the anti-fracture testing machine (2) applies different grades of bending loads to the test specimen (1) so as to lead the test specimen (1) to reach different cracking conditions and complete a test procedure of the alternating current impedance spectroscopy of the constant potential rectifier (4); and impedance parameters collected by a computer (7) are used for reflecting different cracking conditions of the interior of the cement-based material. The testing method can rapidly and accurately reflect different cracking conditions of the interior of the cement-based material and is simple and practical.

The invention relates to the technical field of rock mass deformation measurement, in particular to a rock mass mesoscopic fracture testing method based on three-dimensional digital speckles. The method comprises the following steps: building a discrete physical model according to the working face geological conditions of a to-be-researched object; manufacturing speckles on the surface of the model, and keeping the shooting direction of a digital camera device perpendicular to the model; and collecting model images under different advancing distances by using the digital camera device, processing the images through an image processing device, and acquiring displacement and strain values of different measuring line positions under different advancing distances to realize microcosmic fracture positioning and fracture opening degree and fracture development length determination. According to the rock mass mesoscopic fracture testing method, the generation and development of the mesoscopicfractures of the overlying strata can be quantitatively described, the mesoscopic fractures can be effectively detected, high measurement precision can be realized, rock deformation is visualized into a mesoscopic scale, and effective technical and data support is provided for research of rock mass failure rules, rock stratum development rules and the like.

The invention provides a reciprocating load adjustable concrete member hydraulic fracture testing machine. The reciprocating load adjustable concrete member hydraulic fracture testing machine comprises a power transmission frame, an anticlockwise transmission gear, an indirect gear, a clockwise transmission gear, a one-way bearing, a crankshaft, a transmission link, a guide rail, an axial force sensor, an actuation connecting rod, a convex type loading frame, a concave type loading frame, a bearing, a force transferring steel shaft, a high pressure sealed cylinder, a sealed cylinder connecting rod, a non-contact type flash ranging window, an exhaust vent and a water filling pipe, wherein the power transmission frame drives the anticlockwise transmission gear and the clockwise transmission gear to rotate in sequence, further the convex type loading frame and the concave type loading frame move up and down alternatively, and reciprocated load loading can be achieved; the one-way bearing can rotate to change direction freely, and can be used for adjusting different tooth number meshed regions of gears, so as to adjust different repeated loadings. The testing machine provided by the invention is multifunctional, the process is safe and controllable, the operation is simple and convenient, the structure is simple, and the testing machine can be used for researching the problem of hydraulic fracture of concrete members under high water pressure and reciprocating loading effects.

The invention relates to an ablation performance testing system for a thermal insulation material test piece. The ablation performance testing system comprises a control device, a fracture testing machine, a quartz halogenated incandescent lamp device, a fracture force sensor, a clamp displacement sensor, an information measuring system and an electromagnetic valve. The scheme of the invention isapplicable to the determination of the ablation performance of a thermal insulation layer in a solid rocket motor, and can simulate the working conditions of the thermal insulation layer in the solidrocket motor under boundary conditions such as structural deformation, thermal load and the like; and the test data can be used for comparing ablation characteristics of different materials, and alsohas important reference value for the thermal insulation structure design and thermal insulation ablation tests of the solid rocket motor.

The invention relates to the technical field of cement test equipment, in particular to a cleaning and protecting device for a cement anti-fracture testing machine. The cleaning and protecting devicecomprises a protective cover, an opening and a closing plate are arranged on one side of the protective cover, a first elastic element is arranged at the position of the opening, a support is fixed tothe base, a driven roller and a traction rope are arranged on the support, a spiral groove is formed in the side wall of the driven roller, a driving roller is fixed to the end of a main screw rod, and the same belt is tightly wound around the driving roller and the driven roller. A main motor is started to enable the main screw rod to rotate, the main screw rod drives a moving weight to move andcause the driving roller to rotate, the driven roller rotates and causes the traction rope to be gradually embedded into the spiral groove, the pulling rope pulls the closing plate to rotate and closethe opening, and waste chips generated by a workpiece are blocked; and then the main screw rod and the driving roller rotate to fall, the belt loosens, and the first elastic element drives the closing plate to rotate, so that the opening is exposed. The cleaning and protecting device reduces the occurrence of potential safety hazards and facilitates the cleaning and collection of the waste chips.