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93 results about "Mechanical equilibrium" patented technology

In classical mechanics, a particle is in mechanical equilibrium if the net force on that particle is zero. By extension, a physical system made up of many parts is in mechanical equilibrium if the net force on each of its individual parts is zero.

Method for establishing statics model of extra-large double-row four-point contact ball bearing

ActiveCN102819635AAccurate load distributionCorrectly find out the effect of load distributionSpecial data processing applicationsBall bearingPosition angle
The invention discloses a method for establishing a static model of an extra-large double-row four-point contact ball bearing, and the method comprises the following steps of: under a precondition of setting a structure parameter, a material parameter and a load parameter, establishing a geometric model; taking an influence of an bearing running clearance into consideration of the geometric model; depending on a phenomenon that an inner ring is under a balance state under an action of an external load and loads of all rolling bodies, determining a mechanics equilibrium equation of the inner ring; introducing the structure parameter, the material parameter and a load situation of the known bearing into the mechanics equilibrium equation, and calculating displacements sigma a, sigma r and theta of a bearing inner ring, thereby obtaining total elastic contact deformation of a steel ball and a raceway as well as a normal contact load of a contact pair i on a position angle, to obtain contact load distribution of the bearing on various position angles; changing a bearing running clearance value, and drawing a contact load distribution chart of the bearing in various running clearances. Through a scheme design, the double-row four-point contact ball bearing is more precise; moreover, design accuracy of a service life of the bearing is greatly improved.
Owner:QILU UNIV OF TECH

Hydraulic floating type ship lift and discrimination method for lateral overturning stability of synchronizing system of same

The invention relates to a synchronizing system of a hydraulic floating type ship lift and a discrimination method for lateral overturning stability of the synchronizing system. The synchronizing system of the hydraulic floating type ship lift is such structured that a boat bearing compartment is arranged in a boat compartment, a boat is floating on the water surface of the boat bearing compartment, two sides of the boat bearing compartment are connected with a plurality of steel wire ropes, each steel wire rope winds around and passes through a reel and is then connected with a floating drum in a shaft well, and reels located at a same side of the boat bearing compartment are connected through a synchronizing shaft. The stability discrimination method comprises the following steps: constructing a hydraulic ship lift system; acquiring data; establishing a mechanical equilibrium equation of the hydraulic ship lift system; and establishing conditions for discrimination of lateral overturning stability of the hydraulic floating type ship lift. The invention theoretically provides a quantifiable method for discrimination of the stability of the hydraulic ship lift; and the method is used for quantitative discrimination of the stability of the hydraulic ship lift, provides bases for reasonable setting of parameters of the synchronizing system of the ship lift and enables reliability and feasibility of the hydraulic ship lift to be improved.
Owner:HOHAI UNIV

Free-float-type underground water quality online intelligent monitoring device

InactiveCN104237478ARealize continuous monitoring of water quality indicatorsShorten the timeGeneral water supply conservationTesting waterSocial benefitsDynamic balance
The invention discloses a free-float-type underground water quality online intelligent monitoring device which comprises a lifting support, a float device, a fixed pulley block, a counterweight disc, a control box, a cable location card and a power distribution box. An interaction fixed pulley block is arranged at the top of the lifting support, and a three-point-type lifting rope is arranged on the float device and is connected with the counterweight disc through the interaction fixed pulley bock. The fixed pulley block can be adjusted automatically and manually. The device adopts the simple dynamic balancing principle, and is simple in manufacture, small in occupation, capable of being disassembled and assembled quickly and high in practicability. A support installation mode is adopted to replace the station house type device installation mode, and a probe adopts the free float type probe, so that pollution substances in underground water including light non-aqueous liquid LNAPLs can be monitored accurately and timely in real time. Unattended operation is achieved, a sensor is not affected by external environment, the analyzing process is safe, accurate and reliable, a pollution source can be found favorably as early as possible, and the pollution source can be achieved. The online intelligent monitoring device can achieve well social benefit, environment benefit and economical benefit.
Owner:SICHUAN INST OF GEOLOGICAL ENG INVESTIGATION

Cube unit deformation decomposition method meeting complete orthogonality and mechanical equilibrium conditions

ActiveCN105677971ARealize deformation quantitative recognitionRealization of vibration mode recognitionDesign optimisation/simulationSpecial data processing applicationsElement analysisMechanical equilibrium
A cube unit deformation decomposition method meeting complete orthogonality and mechanical equilibrium conditions comprises the first step that spatial deformation of a 8-node cube unit is composed of rigid body displacement in the X direction, rigid body displacement in the Y direction, rigid body displacement in the Z direction, tension and compression deformation in the X direction, tension and compression deformation in the Y direction, tension and compression deformation in the Z direction, X-axis bending deformation in an XOY plane, Y-axis bending deformation in the XOY plane, Y-axis bending deformation in a YOZ plane, Z-axis bending deformation in the YOZ plane, X-axis bending deformation in an XOZ plane, Z-axis bending deformation in the XOZ plane, shear deformation in the XOY plane, shear deformation in the YOZ plane, shear deformation in the XOZ plane, rigid body rotation displacement in the XOY plane, rigid body rotation displacement in the YOZ plane, rigid body rotation displacement in the XOZ plane and X-axis reverse bending deformation. Based on the method, an engineering designer can conveniently decompose ductile deformation (such as tension and compression deformation and bending deformation) and brittle deformation (such as shear deformation and torsion deformation) of a structure according to finite element analysis and laboratory test and field test data.
Owner:ZHENGZHOU UNIV

A method for predicting prestress loss after cracking of concrete reinforcement

The invention discloses a method for predicting the prestress loss after cracking of concrete reinforcement, which simulates the corrosion expansion cracking of concrete by adopting the thick wall thin cylinder theory, and calculates the corrosion expansion force in the cracking process based on the residual tensile stress of cracked concrete and the binding force of non-cracked concrete. The influence of steel strand corrosion on the adhesion between interfaces, concrete binding force and corrosion expansion force is analyzed, and the calculation formula of bond strength of steel strand corrosion is established. Considering the coupling effect of concrete cracking and bond strength degradation caused by corrosion and based on strain coordination and mechanical equilibrium equation, the calculation method of prestress loss of corroded pretensioned concrete members is established. The method for predicting the prestress loss after the concrete reinforcement is cracked can comprehensively consider the coupling effect of factors such as concrete cracking and bond degradation caused by corrosion, and has important guiding significance for the evaluation of the prestress loss of the existing pretensioned concrete beam bridges.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Load applying method under condition of large deformation of long-strut landing gear

ActiveCN109733638ACcurate verticalExact heading loadAircraft components testingReduced modelMechanical equilibrium
The invention provides a load applying method under the condition of large deformation of a long-strut landing gear. The load applying method under the condition of large deformation of the long-strutlanding gear comprises the following steps: step 1, calculating vertical and course theoretical displacements delta x and delta y of each loading stage; step 2, presetting vertical and heading mounting positions of the loading device; step 3, establishing an undercarriage load application mechanical simplification model, and calculating an included angle between an ith loading stage load application direction and a theoretical load direction; step 4, establishing a course mechanical balance equation and a vertical mechanical balance equation; step 5, calculating to obtain an ith-stage test vertical load and a course load; step 6, calculating the test applied loads of all the loading stages; and step 7, carrying out a test pre-test according to the calculated load, and obtaining a corrected final load and a preset position result. According to the load applying method under the condition of large deformation of the long-strut landing gear, accurate processing of the landing gear test load can be conveniently achieved, and universality is high.
Owner:CHINA AIRPLANT STRENGTH RES INST

Satellite-borne planar SAR antenna extensible support structure rod piece adjusting and installing method

The invention discloses a satellite-borne planar SAR antenna extensible support structure rod precise adjusting and installing method. The method comprises the following steps that geometrical parameters and locking hinge stiffness parameters of the extensible support structure are determined; a deformation compatibility equation of an extensible support structure is built, wherein the deformationcompatibility equation comprises a rod length compatibility equation, a rod piece intersection mechanical equilibrium equation and an internal and external antenna panel moment balance equation; SARantenna total deformation energy serves as a target object function, the three equations in step S2 serve as constraint conditions, and an extensible support structure rod optimized adjusting and installing basic mathematical model is built; the rod length adjustment amount is calculated through the basic mathematical model in step S3, and precise installation and adjusting are completed. According to the method, by means of a satellite-borne planar SAR antenna extensible support structure rod precise, quantitative, digital and optimized adjusting and installing technology which takes the minimum structural strain energy as the object function and takes the deformation compatibility equation and assembly precision as the constraint conditions, rod pieces are installed and adjusted quantitatively and digitally in the ground assembly process.
Owner:XI AN JIAOTONG UNIV

Analysis and calculation method for internal resistance and power consumption of crawler travelling mechanism

InactiveCN102867092AConvenient and quick processing before and afterSpecial data processing applicationsEngineeringMechanical equilibrium
The invention discloses an analysis and calculation method for the internal resistance and the power consumption of a crawler travelling mechanism, wherein the specific analysis contents are as follows: (1) theoretical analysis for external characteristics, comprising analysis for a grounding specific pressure, analysis for a subsidence depth, analysis for a ground traction force, and analysis for a running resistance; (2) theoretical deduction analysis for internal frictional resistances, comprising analysis for the frictional resistance generated by the relative rotation of a crawler pin and a pin sleeve, analysis for a frictional resistance between a crawler frame and a crawler, analysis for a frictional resistance at a drive wheel bearing, analysis for a frictional resistance at a guide wheel bearing, and analysis for the engaged frictional resistance of drive wheel teeth and a crawler plate; and (3) determination for a drive torque and a power, comprising determination for a mechanical equilibrium theory and the drive torque, and determination for a power equilibrium theory and the drive power. According to the invention, the internal resistance and the power consumption of the crawler travelling mechanism are systematically analysed and calculated based on strong theoretical research, thus providing a good reference for design for the crawler travelling mechanism; and the calculation pre-processing and post-processing of the method disclosed by the invention are convenient and fast.
Owner:XI AN JIAOTONG UNIV

Force density finite element mixing method used for rope-pole-beam mixed system form-finding

The invention discloses a force density finite element mixing method used for rope-pole-beam mixed system form-finding. The method comprises the steps of (1) precisely defining a building structural model as combination of a flexible rope-pole system and a supporting system, (2) defining the force density of components of the flexible rope-pole system, (3) 'killing' the supporting system of the structural model, (4) carrying out the form-finding with the force density method to obtain the shape of the rope-pole system and internal force distribution which coincide with the mechanics principle, (5) 'activating' the supporting system of the structural model, and (6) carrying out linear finite element analysis to obtain the balanced internal force state of the supporting system at the original position of the model. The force density finite element mixing method used for the rope-pole-beam mixed system form-finding is applied to a mixed building structure comprising double-curved-surface cable nets, the ideal shape of a flexible cable net structure and the internal force distribution which coincide with the mechanical equilibrium condition are obtained, the internal force distribution of the supporting system under drawing geometry is also obtained, requirements of architects are met, and basic conditions are provided for follow-up structure analysis.
Owner:SHANGHAI TONGLEI CIVIL ENG TECH +1

Optimization method for ball throwing temporary plugging steering fracturing of shale gas horizontal well

The invention discloses an optimization method for ball injection temporary plugging steering fracturing of a shale gas horizontal well, and belongs to the technical field of hydraulic fracturing of oil and gas fields. The method comprises the following steps: (1) analyzing the stress of the temporary plugging ball when the temporary plugging ball moves in a shaft; (2) establishing a migration speed formula of the temporary plugging ball in the wellbore according to a mechanical equilibrium principle; (3) defining a setting factor of the temporary plugging ball as a ratio of drag force to inertia force; and (4) calculating a temporary plugging ball setting factor according to the field construction data, and researching the feasibility of pitching temporary plugging steering construction under the field condition. And when the setting factor of the temporary plugging ball calculated in the step (4) is far greater than 1, the method further comprises the step (5) of calculating the number of the temporary plugging balls, namely optimizing the construction parameters of the temporary plugging balls according to the calculated number of the temporary plugging balls. The step (5). Themethod can be used for optimization design of the ball throwing temporary plugging steering fracturing construction parameters of the shale gas horizontal well, researching factors influencing the plugging effect of the temporary plugging balls, calculating the using number of the temporary plugging balls under different construction conditions, and providing theoretical guidance for on-site construction decisions.
Owner:华美孚泰油气增产技术服务有限责任公司

Analyzing method of gas discharge experiment under unconventional condition

The invention discloses an analyzing method of gas discharge experiment under an unconventional condition, belonging to the technical field of high-voltage and high-energy physical gas discharge. The analyzing method is used for solving the problem that information expressed by an air-gap discharge signal cannot be analyzed as the experimental means of the gas discharge process under the unconventional condition are laggard, and the discharge process state cannot be accurately obtained. The analyzing method comprises the following steps: firstly, obtaining spectral line intensity Inm when particles jump towards low energy level Em from high energy level En; obtaining a relative intensity ratio of two spectral lines, under the public low energy level, of the particles; establishing boltzmann distribution equation, and calculating according to the particle density ratio on the two energy levels Em and En of the same particles when the particles achieve thermodynamic equilibrium or local thermodynamic equilibrium to obtain a particle temperature T; and obtaining the particle density distribution by determining the spectral characteristic of a gas medium in a sealed discharge chamber according to the particle temperature T. The analyzing method disclosed by the invention is used for analyzing the gas discharge process.
Owner:HARBIN UNIV OF SCI & TECH

Method considering influence of multiple factors for predicting fatigue life of large span power transmission wire

A method considering influence of multiple factors for predicting fatigue life of a large span power transmission wire is disclosed; first, considering the influence of wind speed, ambient temperatureand current carrying capacity on the temperature of the wire, and calculating the actual temperature of the wire; then establishing a mechanical equilibrium equation of the power transmission wire, considering the influence of the temperature on the stress of the wire, and calculating the stress of a steel core aluminum strand of the wire under tension and temperature effects; using an energy method to establish an energy balance equation of the power transmission wire, and calculating the dynamic stress amplitude of the power transmission wire; calculating the equivalent alternating stress of the power transmission wire, and calculating the number of times of vibration resistance of the power transmission wire; calculating the annual vibration cycle number of the power transmission wireunder different frequencies according to the probability distribution of wind speeds and wind directions at each level; and finally, improving a traditional Miner method, considering the influence ofthe interaction between stresses of each level of the wire on the fatigue of the wire, and calculating and evaluating the fatigue life of the wire. The method for calculating the fatigue life of the large span power transmission wire is high in precision and high in speed, and is more in line with the engineering practice of the power transmission wire.
Owner:CHINA THREE GORGES UNIV

Temporary device for maintaining mechanical equilibrium under first-arch and second-girder bridge construction process

The invention discloses a temporary device for maintaining mechanical equilibrium under a first-arch and second-girder bridge construction process. The temporary device comprises two temporary tie bars and four temporary support bases, wherein each temporary tie bar is arranged between a pair of arch feet of a single arch rib; the four support bases are arranged between the bottom surfaces of onepair of arch feet of the two arch ribs and the top surfaces of two main piers in a one-to-one correspondence mode; each temporary tie bar comprises two tie bar anchor boxes, two groups of anchorage devise and four steel strands; the two tie bar anchor boxes are symmetrically welded on the outer side surfaces of one pair of arch feet in the one-to-one correspondence mode; each tie bar anchor box comprises a top box body, an upper box body, a lower box body and a bottom box body; the two anchorage devices are mounted on the two tie bar anchor boxes in the one-to-one correspondence mode; the foursteel strands are connected between two groups of anchorage devices in the one-to-one correspondence mode; and each temporary support base comprises a pier top section and a beam bottom section. Thetemporary device disclosed by the invention achieves key effect on construction safety and quality guarantee of the whole arch rib and a girder, further can simplify construction processes, and guarantees smooth construction.
Owner:CCCC THIRD HARBOR ENG +1

Force measuring device for accurately measuring friction coefficient and support calibration method

PendingCN112748067AAccurate force monitoringFast and accurate vertical force calibrationUsing mechanical meansApparatus for force/torque/work measurementConvertersFrictional coefficient
The invention discloses a force measuring device based on accurate friction coefficient measurement and a support calibration method, and the method comprises the following steps of: applying a horizontal or lateral force to two wedge-shaped load converters on the force measuring device, promoting the height of the force measuring device to change, and recording a horizontal or lateral force value of a sensing device when the height is changed or the change is paused; precisely adjusting the gap between the two load converters to promote tight attachment of the sensing device and the load converters; releasing a power device, and recording a horizontal or lateral force value measured by the sensing device between the two load converters at the moment; according to the mechanical equilibrium relationship of the stress of the load converters, acquiring a relational expression between the friction coefficient and the inclination angle and the horizontal or lateral force of the load converters, and solving the friction coefficient; the friction coefficient can be accurately calculated in a service state of the force measuring device, and the vertical force can be accurately calibrated.
Owner:DATONG INC

Gas pressure gauge with automatic pressure alarming function

The invention belongs to the field of detection on pneumatic systems and realizes a gas pressure gauge with an automatic alarming function. The automatic alarming pressure gauge is arranged in a gas pipeline system and can automatically send out sound when the pressure is higher than the pressure set by the gas pressure gauge. In the invention, a mechanical equilibrium mechanism of a spring force and manifold pressure is adopted, when the manifold pressure is higher than the alarm pressure, gas overcomes the spring force to push a valve, the gas flows out from an overflow hole, and finally a gas alarm device is driven to send out sound; and meanwhile, a flow amplifier adopting a coanda effect is arranged between the overflow hole and the gas alarm device, thus the phenomenon that air flow of the overflow hole is low and can not drive the gas alarm device to send out sound is avoided. Compared with the traditional pressure instrument with an alarming function, the gas pressure gauge provided by the invention completely has the advantages that a mechanical structure manner is adopted, the structure is simple, and no external power supply is required, thus the gas pressure gauge provided by the invention is more applicable to an occasion with complex gas supply requirements and is simple to use.
Owner:北京爱索能源科技股份有限公司
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