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1361 results about "Vibration attenuation" patented technology

Combined vibration damper of screw drill complete machine test-bed and manufacturing method thereof

The invention discloses a combined vibration damper of a screw drill complete machine test-bed and a manufacturing method thereof. The combined vibration damper comprises a vibration attenuation base which comprises a loading system base, a first clamping system base and a second clamping system base, wherein the loading system base is arranged on an equipment foundation in a rigidity way; the first clamping system base and the second clamping system base are connected into a whole through a bolt and are arranged on the equipment foundation through a rubber vibration attenuation block; an interval of 30-50 mm is reserved between the loading system base and each clamping system base; the first clamping system base and the second clamping system base are respectively internally provided with a plurality of cubic cavities with an equal size; the volume of each cubic cavity is 0.1-0.2 cubic meter; discrete type balance weight sand is respectively filled into the cubic cavities, and the filling efficiency is 80-90 %; and the weight of the balance weight sand is 25-35 % of the total weight of the whole device. The test-bed is capable of restraining resonance and testing precisely in the testing process by the combined vibration damper, and the usage precision of surrounding working devices is not affected.
Owner:DEZHOU UNITED GASOLINEEUM MACHINERY

Thermoplastic elastomer micropore foaming material and preparation method thereof

The invention discloses a thermoplastic elastomer micropore foaming material and a preparation method thereof. The material comprises the following componnets in parts by weight: 70-95 parts of thermoplastic elastomer and 5-30 parts of foaming agent master batch. The preparation method comprises the following steps of: based on weight parts, placing 50-90 parts of compatibilizers, 6-30 parts of foaming agent and 4-20 parts of auxiliary foaming agents into a double-roller open mill for mixing to prepare foaming agent master batch; sequentially adding 100 parts of matrix rubber, 5-10 parts of active agent, 20-100 parts of reinforced fillers, 0-20 parts of softening agents, 0.5-5 parts of vulcanizing agents and 1-10 parts of accelerating agents into the open mill or an internal mixer for uniformly mixing to prepare a rubber compound; chopping the rubber compound and uniformly mixing the chopped rubber compound with 10-70 parts of plastics by a high-speed mixer; and extruding and pelleting the mixture to prepare thermoplastic vulcanizate (TPV) aggregates; and uniformly mixing the foaming agent master batch with the TPV aggregates to extrude and form again to prepare a high-performance micropore foaming material for vibration attenuation. The TPV foaming material is high in physical and mechanical properties and thermal ageing performance, is simple in process, can be widely popularized, and is suitable for being used in the field of rail transit.
Owner:ZHUZHOU TIMES NEW MATERIALS TECH

Vibrating screen

The invention relates to a vibrating screen. The vibrating screen comprises a foundation support, a horizontal vibration attenuation mechanism, a vertical supporting mechanism, a horizontal guide rail, a bracket and a motor, wherein the foundation support is provided with a horizontal supporting part and vertical supporting parts, and the vertical supporting parts are arranged on two ends of the horizontal supporting part; the horizontal vibration attenuation mechanism is connected with the vertical supporting parts of the foundation support; the vertical supporting mechanism is connected with the horizontal supporting part of the foundation support; the horizontal guide rail is respectively connected with the vertical supporting parts and the horizontal supporting part of the foundation support through the horizontal vibration attenuation mechanism and the vertical supporting mechanism; the bracket is used for fixing a screen assembly, and the bracket can be movably fixed on the horizontal guide rail through a slide block; the motor is installed on the foundation support, and a rotating shaft of the motor is connected with the slide block through a crank linkage mechanism. According to the vibrating screen of the invention, a spring is uniformly stressed, the service life is prolonged, and the vibration amplitude of the screen assembly can be conveniently adjusted.
Owner:UNIV OF SHANGHAI FOR SCI & TECH

Three-degree-of-freedom ultralow frequency vibration absorber

The invention provides a three-degree-of-freedom ultralow frequency vibration absorber which has a compact structure and belongs to the field of accurate vibration attenuation. The vibration absorber respectively utilizes the principle that the positive and negative rigidities are connected in parallel in three degrees of freedom to realize ultralow frequency vibration attenuation, greatly reduces the rigidity of the system on the premise of ensuring the bearing capacity of the system, and realizes the ultralow inherent frequency. The three-degree-of-freedom ultralow frequency vibration absorber adopts the manner that the magnetic positive rigidity and the magnetic negative rigidity are connected in parallel in the z direction and the manner that a flat spring and the magnetic negative rigidity are connected in parallel in the x direction and y direction, so that the integral structure is more compact, the ultralow inherent frequency is provided, excellent vibration attenuation effect is provided for medium-high frequency vibration interference, the low frequency vibration and the ultralow frequency vibration are effectively restrained, and the three-degree-of-freedom ultralow frequency vibration absorber is applicable to the accurate processing equipment and measuring equipment sensitive to vibrations.
Owner:HUAZHONG UNIV OF SCI & TECH

Method and detector for detecting grouting fullness of reinforcement sleeve of prefabricated concrete structure

The invention relates to the technical field of quality detection of reinforced concrete, particularly to a method and a detector for detecting the grouting fullness of a reinforcement sleeve of a prefabricated concrete structure. According to the method and the detector for detecting the grouting fullness of the reinforcement sleeve of the prefabricated concrete structure, an MCU (microprogrammed control unit) transmits signals to a human-computer interaction unit and is connected with a signal receiving and processing device, a signal excitation device and a power supply respectively, the signal excitation device is connected with a lead of a damping vibration sensor, and the damping vibration sensor generates damping vibration waves after receiving excitation signals and transmits the damping vibration waves to the MCU. With the adoption of the detector and the detecting method, the damping vibration attenuation law of the sensor as well as the change relationship of the height of a concrete grouting material and the sensor can be distinguished, and whether the grouting material is full or not or whether the grouting fullness is qualified or not after solidification is accurately judged in a construction process.
Owner:BEIJING ZBL SCI & TECH

Method for forecasting rock blasting damage depth of nuclear power projects

The invention relates to a method for forecasting rock blasting damage depth of nuclear power projects. The method comprises the following steps of performing the blasting vibration testing to determine a site vibration attenuation rule; performing the sound wave testing to primarily determine the rock damage depth; performing the finite element numerical simulation, and calculating the rock particle vibration speed and rock blasting damage depth; respectively establishing the change rules of the particle peak vibration speed (1m away from a blasting source R) along with the rock blasting damage depth under the step blasting and pre-fracturing blasting types; substituting the explosive charging quantity Q0 of an actual section into the site blasting vibration attenuation rule and the change rules of the particle peak vibration speed along with the rock blasting damage depth, so as to forecast the blasting damage depth caused by the explosive charging quantity. The method has the characteristics that one part of site sound wave testing can be replaced with the numerical simulation, the site testing frequency is reduced, the field workload is reduced, and the construction efficiency is improved; the site blasting group hole effect is comprehensively considered, the forecasting is accurate, and the operation is convenient and rapid.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Buffer-type suspension-type particle tuning quality damper

The invention relates to a buffer-type suspension-type particle tuning quality damper. The damper comprises a damping cavity, particle swarms, a buffer material, a steel cable and a limiting device. The damping cavity is rectangular or cylindrical, the damping cavity can be a single one or a plurality of damping cavities can be arranged horizontally or vertically, a layer of particle swarms is laid on a single cavity, an embedded part arranged inside a structure is hinged with the damping cavity through the steel cable, and the limiting device is arranged outside the damper so as to avoid damage of the structure due to excessive vibration. Under the action of wind or / and earthquakes, the device can vibrate along multiple directions horizontally, on one hand, through the natural vibration frequency of the tuning structure, on the other hand, through rolling, sliding, friction and collision transfer of the particle swarms and kinetic energy of a dissipative structure, after the buffer material is added, the energy dissipated by the collision is increased. The buffer material is added in the damping cavity, the damping cavity is suspended by using the steel cable, the vibration attenuation effect is better than that of a device with no buffer material, and the device provides vibration attenuation effects in more directions than a suspending device with a unidirectional hinge.
Owner:TONGJI UNIV

Ultralow frequency vibration isolator based on parallel connection of positive stiffness spring and negative stiffness spring

InactiveCN102619916AWith ultra-low frequency zero Hz vibration isolation performanceGuaranteed vibration isolation performanceShock absorbersDynamic stiffnessVibration attenuation
The invention discloses an ultralow frequency vibration isolator based on parallel connection of a positive stiffness spring and a negative stiffness spring, comprising a guide post, a sheath cover, a sliding block, a negative stiffness spring, a lower cover, a guide seat, a ball and a main spring. According to the invention, the main spring (a positive stiffness spring) is connected with the negative stiffness spring in parallel, thus a vibration damper can have the characteristics of high static stiffness and low dynamic stiffness, and zero-hertz ultralow frequency vibration isolation is realized; connection of a screw thread pair is adjusted, thus a stiffness curve of a vibration isolator is adjusted according to vibration isolation quality, and vibration isolation performance can be adjustable; and rolling friction is realized by adopting balls, thus frictional resistance is reduced. The ultralow frequency vibration isolator disclosed by the invention can be used as one component and is applicable to an environment under vibrational excitation, especially an environment under low frequency vibrational excitation, such as a vehicle seat, a suspension, precise instrument vibration isolation as well as vibration attenuation and seismic resistance.
Owner:JILIN UNIV

Tempering damper system used for improving wind resistance stability of transmission tower based on single pendulum model

ActiveCN102535674AGood stability against windEasy maintenanceShock proofingTransmission towerEngineering
The invention relates to a tempering damper system used for improving wind resistance stability of a transmission tower based on a single pendulum model. The damper system is composed of a spheroid mass block, a bracket, oil pressure type dissipation energy dampers, an oil pressure type anticollision damper, steel ropes and a buffering steel ring and the like, wherein the spheroid mass block is composed of a roundness steel disc; four groups of steel ropes support the lower half part of the spheroid mass block through the bracket and four groups of oil pressure type dissipation energy dampers are arranged around the bracket to achieve the purpose of energy consumption and vibration attenuation; in addition, when the swing amplitude of the spheroid mass block is oversize, and a tubular steel bar arranged below the bracket can collide the buffering steel ring so as to slow down the motion of the buffering steel ring; and the performance of the tempering damper system mainly depends on the size of rotational inertia, if the rotational inertia ratio of the tempering damper system to a controlled system is larger, the control effect is better. The tempering damper system is suitable for transmission towers of different tower types, is easy to install, and can obviously improve the wind resistance stability property of the transmission tower.
Owner:ELECTRIC POWER RES INST OF GUANGDONG POWER GRID +1

Shock-resistant energy-absorbing material and preparation method thereof

ActiveCN104647823AImprove impact resistance and energy absorption performanceReduce bond strengthMetal layered productsShock waveVibration attenuation
The invention relates to a shock-resistant energy-absorbing material. The shock-resistant energy-absorbing material is characterized by comprising a metal panel and a foamed metal layer, which are sequentially arranged from outside to inside, wherein the metal panel and the foamed metal layer are in vulcanization connection by a rubber layer. According to the shock-resistant energy-absorbing material, and rubber is adopted as a connecting body for integrally molding the metal panel and the foamed metal layer to prepare the novel shock-resistant energy-absorbing material; the three materials are different in elasticity and plasticity and can form a layer-by-layer protective system, stress waves, mechanical force and cracks on the former plate layer cannot be transmitted to the next plate layer, shock waves penetrate into gaps for multiple times, reflection is generated at the position of a gap interface, the damage of the shock waves to the whole composite board can be reduced and the shock-resistant energy-absorbing performance of the material is improved; the shock-resistant energy-absorbing material has good shock-resistant, energy-absorbing and damping vibration attenuation properties, the functional structure integration and the preparation process engineering are achieved, and the purposes that the anti-aging effect is achieved, the process is simplified and the production efficiency is improved are achieved.
Owner:CHINA WEAPON SCI ACADEMY NINGBO BRANCH +1

Rubber reinforced cement functional composite material and preparation method thereof

The invention discloses a rubber reinforced cement functional composite material and a preparation method thereof. The rubber reinforced cement functional composite material is prepared from waste rubber and cement or cement mortars by the following steps of: applying coupling adhesives to surfaces of waste rubber grains and / or powder by using coupling agents; mixing the waste rubber grains and / or powder with the cement or the cement mortars; adding water into the rubber-cement mixed materials for uniform stirring, and performing pavement, pressing, demoulding and maintaining to obtain the functional composite material product having a high mechanical strength and endurance. The composite material has the characteristics of noise reduction, sound isolation, high impact resistance, damping vibration attenuation, wear resistance, static resistance, water resistance and the like, has the advantages of insulation, environmental protection and the like and can be used in the field of functional materials, such as buildings, roads, railways, tunnels, noise barriers and the like. The functional composite material and the method thereof also provide a new way for solving the global problem of 'black pollution' of increasing waste tyres and have a wide application prospect.
Owner:CHINA BUILDING MATERIALS ACAD

Multi-sensor fusion type fault locating method for gearbox of wind turbine generator

The invention provides a multi-sensor fusion type fault locating method for a gearbox of a wind turbine generator. The multi-sensor fusion type fault locating method for the gearbox of the wind turbine generator comprises the seven steps that firstly, application conditions of a fault locating model are determined according to the inner structure of the gearbox and the positions and the number of vibration sensors; secondly, collected vibration signals are analyzed according to an existing fault diagnosis technology, and corresponding fault characteristic values are extracted; thirdly, a relation between a faulty component and a characteristic value set is established according to the parsimonious covering theory; fourthly, the position, the type and the degree of the fault of the gearbox are determined according to a gearbox endoscopy result; fifthly, the influences of different faulty components on vibration signals of multiple detecting points are analyzed, and a vibration attenuation coefficient is obtained; sixthly, fault diagnosis is conducted on obtained data according to the difference between the fault characteristic values and the BP neural network algorithm, and the fault is located to the component of a certain type; seventhly, the attenuation coefficient beta' k of the vibration signals are obtained and analyzed, and the position of the faulty component is determined by working out the smallest error delta with a comparison method, wherein delta=beta' k-beta k.
Owner:BEIHANG UNIV

Floatation type brake pad for high speed train

The invention relates to a floatation type brake pad for a high speed train.. The floatation type brake pad is characterized by comprising a pad rear panel, a dovetail board, friction block bodies, an elastic supporting sheet and a round spring clip; the pad rear panel is in an arc half-sole structure; the elastic supporting sheet is provided with a spherical supporting surface and a center guide hole; the frication block is provided with a spherical supporting surface and a guide connection shaft with a clamping groove; the elastic supporting sheet, the round spring clip and the friction block bodies are in elastic floatation connection with the pad rear panel; the spherical supporting surface of the elastic supporting sheet and the spherical supporting surface at the root of a connection shaft of each friction block body are rotary, so that the balance of a braking force is realized; the three single-arc quadrilateral friction bodies in one group are mutually engaged and locked; and friction bodies of four cylindrical grinding column bodies are mutually engaged and locked in pairs. With the adoption of the floatation type brake pad provided by the invention, a maximum contact friction area can be obtained, so that a braking process is stable, and the functions of damping, vibration attenuation, noise reduction, heat radiation and the like can be achieved. The friction blocks are easy to replace; the operation cost is low; and the floatation type brake pad can be widely used for a braking system of the high speed train.
Owner:BEIJING TIANYISHANGJIA NEW MATERIAL

Anti-collapse optimization design method of reinforced concrete shear wall structure

ActiveCN106407548AImprove the ability to resist local damageAvoid cascading collapseGeometric CADDesign optimisation/simulationVibration attenuationReinforced concrete
The invention relates to an anti-collapse optimization design method of a reinforced concrete shear wall structure, and belongs to the field of the disaster prevention and the vibration attenuation of a building structure. The method comprises the following steps of: firstly, according to an existing condition, carrying out the initial design of the structure; according to a current design code, through a preliminary structure design and shear wall arrangement situation, determining one or a plurality of possible structure weak positions, such as shear wall corners and the like, under an accidental event or an extreme disaster, introducing component damage and destruction; and adopting a finite element method to independently carry out elastic deformation checking calculation under the function of frequent-intensity earthquakes and elastoplasticity collapse analysis under the function of rare-intensity earthquakes on a shear wall structure model, returning to the above steps if collapse happens, and constantly carrying out cyclical adjustment on a structure design according to bearing capacity requirements until the design is optimal. By use of the design method disclosed by the invention, from an integral structure system, a process is simple, and working efficiency is high. A reference method and a solution are especially provided for the collapse caused by the damage and the destruction of an important component position structure, and have universal applicability.
Owner:TONGJI UNIV
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