399 results about "Static force" patented technology

The invention provides a method and system for estimating the vertical bearing capacity of a steel pipe pile, and relates to the technical field of pile foundation engineering.The method comprises the steps that a static cone penetration test is conducted on a seabed stratum needing to be arranged for a steel pipe pile foundation, experimental data are obtained and subjected to normalization processing, soil behavior types are divided, and soil layer mechanical parameters are inverted; calculating side friction resistance and end resistance of the steel pipe pile based on the soil layer mechanical parameters to obtain initial static ultimate bearing capacity; historical equivalent cyclic load experimental data of waves in the construction sea area are obtained, an equivalent cyclic load reduction coefficient, a liquefaction reduction coefficient and a time-varying corrosion reduction coefficient are constructed, and a comprehensive time-varying reduction coefficient is constructed; the initial static ultimate bearing capacity is corrected based on the comprehensive time-varying reduction coefficient, the vertical bearing capacity of the steel pipe pile in the long-term service period is predicted, and the time-varying ultimate bearing capacity is obtained; setting an evaluation threshold according to the time-varying ultimate bearing capacity, dynamically adjusting a bearing capacity grading threshold interval, and outputting a bearing capacity grading evaluation result.

The present invention discloses a method for predicting the static behavior of a bridge based on dynamic loading, comprising the following steps: establishing a full-bridge structural analysis model according to the design data of the existing bridge; conducting dynamic loading tests on the existing bridge to obtain the bridge dynamic response values; performing sensitivity analysis on each design parameter in the initial structural analysis model to obtain and determine the key design parameters to be corrected that affect the bridge structure; based on the uniform design sampling method, using machine learning intelligent algorithms, constructing training samples of the key design parameters to be corrected and establishing a surrogate prediction model; correcting the initial structural analysis model using the prediction results of machine learning and intelligent algorithms; predicting the static behavior of the bridge based on the corrected structural analysis model; introducing an error analysis method to evaluate the prediction results of the bridge static force. The beneficial effects of the present invention are: reducing the cost of the bridge static load test, reducing the damage to the bridge's own structure, and having high prediction result accuracy.

The invention relates to the technical field of traffic infrastructure maintenance, and particularly discloses a method for evaluating the anti-collision toughness of a rusted steel bar bridge structure after ship collision, and the method comprises the following steps: firstly, building a rusted bridge pier finite element model based on a rusted steel bar concrete theoretical degradation model; simulating ship collision by adopting an equivalent static method, and determining dynamic damage factors of the ship; structural nonlinear static analysis and nonlinear dynamic analysis are conducted by considering sudden external force to obtain a bridge function loss function, and then a bridge function is calculated; constructing a response surface agent model to perform dynamic response prediction; determining a bridge structure damage state judgment criterion; the vulnerability of the rusted bridge is calculated through Monte Carlo simulation; and according to the bridge function loss function, combining the repair time and the recovery function to calculate a structure anti-collision toughness index. The method provided by the invention fills up the blank of ship collision resistance toughness evaluation of the coastal rusted bridge pier, provides a scientific basis for bridge safety evaluation and maintenance decision, and is of great significance for guaranteeing safe operation of the bridge.

The present invention belongs to the technical field of impact tests, and particularly relates to a catapult take-off and arrested impact test apparatus, comprising a supporting frame, an auxiliary supporting and guiding apparatus above the supporting frame, a mounting base below the supporting frame, a servo actuator, an oil circuit system, and a control and measurement system. The oil circuit system comprises an oil source, a low-pressure accumulator group, a high-pressure accumulator group, an oil inlet valve block, an oil return valve block, a servo valve block, an oil source low-pressure oil return pipe, an oil source high-pressure oil outlet pipe, and necessary tubes among components. The control and measurement system comprises a vibration and impact loading upper computer, a vibration impact controller, a static loading upper computer, a hydraulic servo controller, a servo valve, and an accelerometer. The servo actuator is internally provided with a displacement sensor. The present invention can be widely applied to conventional vibration and impact tests of various suspension launch apparatuses in a suspension-mounted state, as well as arrested impact tests under composite waveforms.

A true triaxial time-dependent dynamic disturbance test device for a deep-buried hard rock includes a rigid static load loading assembly and a rigid dynamic load loading assembly. The rigid static load loading assembly applies a static load to a rock test sample, and the rigid dynamic load loading assembly applies a disturbance stress to the rock test sample. Coupled application and control of a long time-dependent static force and a disturbance stress of the rock in a true triaxial disturbance stress state are achieved. The rigid dynamic load is provided with a disturbance rod in a loading direction, and a “point” disturbance mode is converted into a “face” disturbance mode through the disturbance rod, a disturbance hole and a test sample clamp, so that a disturbance mode more suitable for an actual working condition on site is provided while power consumption is reduced and time-dependent dynamic disturbance is achieved.

The invention relates to the technical field of structural design and strength evaluation of nuclear fusion devices, and discloses an elastic-plastic analysis and strength verification method, device and equipment under multiple working conditions and a medium. Firstly, basic parameters, unit partitions and conditional constraints of a target structure are obtained; next, based on basic parameters, unit partitions and conditional constraints, static nonlinear solution is carried out, a target data set and a load-displacement curve are obtained, different stress stages are abstracted into a continuous gravity loading path, the strength and deformation of multiple working conditions are synchronously evaluated through a set of elastic-plastic analysis process, and the dynamic performance of the gravity loading path is improved. The method is not limited to linear elasticity checking calculation of a single working condition any more, and the actual stress state of the structure is reflected more truly. Then, an allowable gravity amplification factor is determined based on the load-displacement curve. Further, a safety strength elastoplasticity result and a high-risk region are determined based on an allowable gravity amplification coefficient, a target data set, and a load-displacement curve. And finally, based on the high-risk area and a preset reinforcement rule, obtaining a reinforcement scheme.

The invention discloses a quasi-static loading system for plane local loading and a loading method of the quasi-static loading system, and aims to solve the problem that a processing method for accurately simulating a complex stress state of a shear wall under an equipment anchoring effect does not exist at present. A bottom-arranged boundary fixing piece is arranged at the bottom of a counter-force portal, and an out-of-plane local load loading assembly is arranged on the top surface of the bottom-arranged boundary fixing piece; the vertical loading piece and the in-plane horizontal transverse loading assembly are arranged in the counter-force portal frame, a placing part matched with a test piece is formed between the bottom side of the loading beam and the top surface of the bottom boundary fixing piece, the two horizontal actuators are arranged at the two ends of the loading beam respectively, one end of each horizontal actuator is connected with the loading beam, and the other end of each horizontal actuator is connected with the in-plane horizontal transverse loading assembly. The other end of each horizontal actuator is arranged on the inner wall of the side part of the counter-force gantry; the quasi-static force loading method comprises the following steps: performing preset vertical axial force application, prestress tension grading and / or supplementary tension treatment on a test piece according to preset requirements, and then performing horizontal cyclic loading until the bearing capacity of the test piece is reduced to 85% of a peak load, and terminating the loading process.

The invention discloses a hydraulic static automatic pile driver and aims to provide a hydraulic static automatic pile driver which is good in structural stability and capable of effectively solving the problem that a piston rod of a pile-embracing oil cylinder in the prior art is prone to distortion and deformation. The hydraulic static force automatic pile pressing machine can effectively solve the problem that in the pile pressing process, due to the fact that the holding force is insufficient, a pressed pile slips. The device comprises a reaction frame, a hydraulic jack and a pile embracing mechanism, the pile embracing mechanism comprises a pile embracing taper sleeve, an inner hole of the pile embracing taper sleeve is a taper hole, the hydraulic jack drives the pile embracing taper sleeve to ascend and descend, and the lower end of the pile embracing taper sleeve is connected with a bottom cover; the plurality of enclasping cone cores are arranged in the cone holes; the hydraulic elements are in one-to-one correspondence with the enclasping cone cores and comprise vertical piston cavities arranged in the corresponding enclasping cone cores; the locking piston is arranged in the vertical piston cavity and divides the vertical piston cavity into an upper cavity and a lower cavity, the lower end of the locking piston is connected with a piston rod, and the lower end of the piston rod can be connected to the bottom cover in a manner of moving in the radial direction of the conical hole.

The invention provides a ballastless track joint performance degradation monitoring method and system, and relates to the technical field of track joint performance monitoring, and the method comprises the steps: knocking a ballastless track plate at a track joint through a force hammer to generate excitation, collecting a vertical vibration acceleration response signal through an acceleration sensor, and synchronously recording the knocking time and static parameters. The vertical vibration acceleration response signal is preprocessed, abnormal pulses and baseline drift are removed, a vibration event sample is formed, and joint mechanics characteristic parameters including a vibration frequency parameter reflecting rigidity degradation and a vibration attenuation parameter reflecting damping are extracted. According to the method, the joint performance evaluation index is calculated in combination with the static parameters, the degradation grade is evaluated after the evaluation index is compared with the preset threshold value, an early warning signal is triggered, the joint degradation grade and position information are provided, and monitoring and evaluation of the joint performance are achieved.

The invention relates to the technical field of beam bridge splicing, in particular to a large-span concrete continuous beam bridge splicing construction method based on intelligent construction. The method comprises the following steps: acquiring digital modeling data of a left bridge and a right bridge to be spliced; analyzing the digital modeling data, and determining the dynamic stress distribution of the whole construction process; acquiring deformation monitoring data in real time, analyzing the deformation monitoring data, and determining a coordinated deformation rule of the left and right bridges; and generating a splicing construction scheme according to the dynamic stress distribution and the coordinated deformation rule. And the decoupling problem of a digital model and a physical entity is eliminated. The problem of stress control blind areas is solved, stress space-time evolution is quantified, it is ensured that stress prediction covers all stages of construction, and the blind areas of a conventional static model are avoided. The problem of quantitative deficiency of the coordination deformation rule is solved, and the defect of neglecting the deformation coordination is avoided. The problem of construction decision lag is solved, the structural damage probability and temperature cracks are reduced, and coupling of construction execution and a physical mechanism is ensured.

The invention discloses a structural vibration reduction topological optimization design method based on anti-resonant frequency constraint. The method comprises the following steps: constructing a finite element model corresponding to structure parameters; obtaining an initial structure and an optimization column formula according to the finite element model; obtaining an objective function value through finite element analysis; obtaining an anti-resonance frequency correlation characteristic value through generalized asymmetric characteristic value analysis; and the design variables are updated in combination with optimization column constraints, and a topological optimization design configuration is obtained after convergence judgment. According to the method, explicit calculation and precise control of the dynamic compliance anti-resonant frequency are achieved, optimization and advanced convergence are avoided through anti-resonant frequency constraint, a clear vibration reduction topological configuration can be obtained under high-frequency excitation without additional mass, the vibration reduction performance and the static force bearing capacity of the structure are both considered, and the method is suitable for large-scale popularization and application. And the design requirements for light weight and high vibration attenuation of the structure in the fields of aerospace and the like are met.

The invention provides a hydraulic control pilot two-stage flow distribution static balance radial plunger hydraulic device and a working method, and relates to the technical field of radial plunger hydraulic devices. According to the scheme, the radial plunger hydraulic device is balanced through hydraulic control pilot two-stage flow distribution static force, flow distribution is controlled through external control pilot pressure, bidirectional rotation of a hydraulic pump motor and self-compensation after a valve plate is abraded are achieved by arranging an external control pilot oil way, and the service life is prolonged. In addition, by arranging the regular polygon driving type structure, regular polygon parts are additionally arranged between the crankshaft and the plunger, the transmission performance of the radial plunger pump is optimized, and friction force is reduced. By arranging the guide sleeve, the rubber cavity assembly and the return spring, the movement centering performance of the plunger can be effectively improved, leakage at the position of the plunger unit is reduced, and the complexity of the motor return device is simplified.

The invention relates to the technical field of robots, in particular to a rolling contact type continuum mechanical arm with a symmetrical structure and a statics modeling method thereof, the rolling contact type continuum mechanical arm comprises a plurality of rolling joints which are connected in sequence, and the rolling joints comprise one-degree-of-freedom joints and two-degree-of-freedom joints; the one-degree-of-freedom joints and the two-degree-of-freedom joints are alternately stacked, and every two adjacent rolling joints are connected in a rolling contact mode; the one-degree-of-freedom joint and the two-degree-of-freedom joint are each provided with a wire passing hole, and a driving cable is arranged in each wire passing hole in a penetrating mode. The continuum mechanical arm is of a symmetrical structure, the tail end of the continuum mechanical arm is provided with the most complete working space, and the problem that the working space at the tail end of an existing continuum mechanical arm has defects is solved; according to the static modeling method for the rolling contact type continuum mechanical arm, the problem that static analysis of rolling joints of different structures is inconsistent is solved, and the problem that calculation is complex due to the fact that integral terms exist in a traditional beam theoretical model is solved.

The invention belongs to the technical field of bridge engineering, and particularly relates to an analysis method for intelligently sensing a hanging basket of a corrugated steel web box girder bridge, a terminal and a storage medium, and the method comprises the steps: obtaining deformation data of a plurality of measurement points installed on the hanging basket of the corrugated steel web box girder bridge in an actual asynchronous method construction process; establishing an initial finite element model based on the geometric information of the hanging basket structure, and setting an elastic constraint condition at each support position of the initial finite element model; according to the invention, the static level gauge, the inclinometer and the strain gauge are arranged at the key positions of the hanging basket to construct a multi-source sensing monitoring network, so that the cooperative sensing of the vertical displacement, the inclination attitude and the structural strain is realized, and the comprehensiveness and accuracy of the state sensing in the construction process are effectively improved. Secondly, a vertical spring unit is introduced into the finite element model to serve as elastic constraint, the vertical compression deformation behavior of the corrugated steel web under the load effect is truly simulated, and the physical authenticity of boundary conditions is remarkably improved.

The utility model discloses a vertical vibration reduction support based on piezoelectric energy consumption for bridge engineering, which comprises a base plate, a lower seat plate arranged in the base plate, a middle seat plate arranged on the lower seat plate, an upper seat plate arranged on the middle seat plate, and a vibration reduction disc arranged in the base plate and used for vertical vibration reduction. The upper end of the damping disc makes contact with the lower seat plate, a piezoelectric energy dissipation assembly is arranged between the damping disc and the base plate, the damping disc is in an arch shape, the arc face of the damping disc is connected with the pressure bearing block, and the plane of the lower end of the pressure bearing block is connected with the piezoelectric energy dissipation assembly. The vibration reduction disc is made of a spring steel material and adopts an arch-shaped structure, so that stable vertical support can be provided for an upper structure under the action of static force. Vibration reduction and energy consumption of the vertical support are achieved through the piezoelectric energy consumption assembly, the piezoelectric energy consumption assembly converts high-frequency vibration mechanical energy of the support into electric energy through the two piezoelectric ceramic plates, the energy consumption efficiency is high, the working temperature range is wide, and the adaptive capacity is high.

The utility model belongs to the field of multi-field coupling tests, and particularly relates to a pure bending stress simulation-sound load-vibration combined loading test device. The device comprises a high-sound-intensity traveling wave tube, a static force loading module, a vibration table and a test piece, and the high-sound-intensity traveling wave tube is provided with an opening for accommodating the test piece; the static force loading module is mounted on the vibration table and is used for performing static force loading on the test piece; one end of the test piece extends into the high-sound-intensity traveling wave tube from the opening, and the other end of the test piece is connected with the static force loading module. According to the pure bending stress simulation-sound load-vibration combined loading test device disclosed by the invention, a set of new test device capable of simultaneously simulating pure bending stress, strong noise and strong vibration load is designed based on a four-point bending static loading mode on the basis of a traditional multi-field coupling test device; finally, the pure bending stress simulation-sound load-vibration combined test of the thermal protection structure test piece is realized.

The invention belongs to the technical field of low-frequency vibration control, and discloses a low-frequency low-damping tuned mass damping device which is mainly composed of a rigid support, a first sling, a rotating arm, a cable hole, a first arc guide groove, a second arc guide groove, a lock pin, a second sling, a first mass block, a spring, a second mass block and a damping element. The flexible suspension rotation replaces the bearing or ball screw support, so that the damping is obviously reduced; the long rotating arm is combined with the equivalent large-diameter arc guide groove, so that the low-frequency low-damping tuned mass damping device can achieve large vertical displacement at a small rotating angle, and damping is reduced. The low-frequency low-damping tuned mass damping device innovatively adopts double-mass-block configuration, so that static force borne by a spring is generated by mass difference, and static deformation of the spring is remarkably shortened. According to the method, low-frequency operation can be achieved under the condition that the space is limited, the low-damping characteristic is kept, it is guaranteed that the requirement for the optimal damping ratio is met, and therefore a new technical approach is provided for control over low-frequency vortex vibration of a large-span bridge.

The invention relates to a rotor six-force-element loading method and device for a static test of a tilt-rotor aircraft. The testing device comprises a rack, a plurality of fixed pulleys installed on the rack, a motor fake part fixedly connected with a to-be-tested machine arm, a connecting rod system fixedly connected with the rotating end of the motor fake part, and a rope system, wherein one end of the rope system is connected with the connecting rod system, and the other end of the rope system penetrates through the fixed pulleys in a winding mode and then is used for loading a test load. The rack is provided with a test position used for placing a to-be-tested machine arm. A to-be-tested vehicle arm is installed on the motor fake part through a bolt. The weight is placed at the tail end of the rope, the function of loading a specified load is achieved, and then the purpose of checking the strength of the arm is achieved. The tilt-rotor aircraft arm rotor six-force-element static test device realizes tilt-rotor aircraft arm rotor six-force-element static test, is convenient and simple to operate, and is flexible and adjustable in loaded load.

The invention provides a concrete normal section reinforcement design method and system, electronic equipment and a storage medium. The method comprises the following steps: establishing a section stress model containing multi-layer reinforcement strain distribution based on plane section assumption; the stress state of the whole process of the section from axle center compression to axle center tension is simulated by setting strain proportion parameters of the strain of the outermost reinforcing steel bar on the tension side and the limit pressure strain of the concrete; aiming at a plurality of set strain state control points, calculating stress of each steel bar layer position, contribution of the stress to axial force and bending moment and contribution of the stress to a concrete compression area; and based on the section static balance condition, the optimal reinforcement area meeting the design load requirement is determined through iterative calculation, and the configuration constraint of multiple layers of steel bars is considered in the iterative calculation. The method overcomes the defects that a traditional method overestimates the effect of the pressed steel bars and ignores the strain difference of multiple layers of steel bars, and the accuracy and safety of reinforcement design of high-performance concrete structures such as nuclear islands are remarkably improved.

The application provides a machine tool spindle tension and compression static force loading mechanism and method, which comprises a workpiece shaft connecting part used for being matched to a workpiece shaft of a machine tool, a tool shaft connecting part used for being matched to a tool shaft of the machine tool, a telescopic adjusting part telescopically arranged between the workpiece shaft connecting part and the tool shaft connecting part, and a sensor arranged on the telescopic adjusting part and used for measuring the force between the workpiece shaft connecting part and the tool shaft connecting part when the telescopic adjusting part is elongated or shortened. The application with the above structure only needs to correspondingly install the tool shaft connecting part and the workpiece shaft connecting part on the tool shaft and the workpiece shaft of the machine tool, then elongates the telescopic adjusting part to apply the compression force to the workpiece shaft and the tool shaft or shortens the telescopic adjusting part to apply the tension to the workpiece shaft and the tool shaft, and accurately obtains the data through the sensor, so as to measure and judge the tension and compression performance of the workpiece shaft and the tool shaft.

The invention provides a multi-unmanned aerial vehicle cooperative transportation control method and device, equipment and a storage medium. A hoisting cluster controlled by the method comprises multiple unmanned aerial vehicles and a load. Each unmanned aerial vehicle is provided with a hanging interface; the plurality of unmanned aerial vehicles and the load are connected into a preset topological structure through the hanging interfaces and the high-strength flexible static ropes; a pulley is embedded into each rope; the method comprises the following steps: determining a pulling force borne by each unmanned aerial vehicle in a hoisting cluster; and adjusting the pose of each unmanned aerial vehicle according to the tension. The unmanned aerial vehicles and the loads in the controlled hoisting cluster are connected through the ropes to form the preset topological structure, the pulleys are embedded in the ropes, the pulleys can adjust the stress condition between the two unmanned aerial vehicles connected with the pulleys, the stability is improved, and the control difficulty is reduced. Based on the structure, the pose of the unmanned aerial vehicle can be adjusted according to the tensile force borne by the unmanned aerial vehicle, the pose of each unmanned aerial vehicle can be automatically adjusted to realize stable lifting flight, the control complexity is reduced, and the control robustness is enhanced.

The invention provides a device and a method for testing the shearing and compression performance of a helicopter engine damping part. The shearing performance testing device comprises a base (1), a fixed support (3), a stress application lead screw (4), a tension sensor (5), a dynamometer (6), a double-fork (7), an arc-shaped pulling plate (8), a mounting support (10), a dial indicator (11) and a magnetic base (12). The compression performance testing device comprises a base (1), a fixed support (3), a stress application lead screw (4), a tension sensor (5), a dynamometer (6), a mounting support (10), a dial indicator (11), a magnetic base (12), a single lug (13) and a square loading frame (14). Measurement of shear and compression deformation displacement of the engine damping member is realized, shear and compression performance of the engine damping member is verified, and the installed damping member is ensured to effectively prevent transmission of vibration waves and weaken harm of inertial impact to an engine. And the situation that the installation of the damping piece with substandard static performance affects the flight safety is avoided. The test cost is low, the operation is simple, the test efficiency is high, and the deformation displacement of the damping member can be visually reflected.

The present application provides a steel pipe pile vertical bearing capacity estimation method and system, relates to the field of pile foundation engineering technology field, the present application carries out static sounding test to the seabed stratum required to be set for the steel pipe pile foundation, obtains experimental data and carries out normalization processing, divides the soil behavior type, and inverts the soil layer mechanical parameter; based on the soil layer mechanical parameter, the side friction and the end resistance of the steel pipe pile are calculated, and the initial static ultimate bearing capacity is obtained; the historical equivalent cyclic load experimental data of the construction sea area wave are obtained, the equivalent cyclic load reduction coefficient, the liquefaction reduction coefficient and the time-varying corrosion reduction coefficient are constructed, and the comprehensive time-varying reduction coefficient is constructed; based on the comprehensive time-varying reduction coefficient, the initial static ultimate bearing capacity is corrected, the vertical bearing capacity of the steel pipe pile in the long-term service period is predicted, and the time-varying ultimate bearing capacity is obtained; according to the time-varying ultimate bearing capacity, the evaluation threshold is set, the bearing capacity classification threshold interval is dynamically adjusted, and the bearing capacity classification evaluation result is output.

The invention discloses a hinged assembly type anchor cable frame beam internal force deformation analysis method, and relates to the technical field of slope supporting structure internal force deformation analys.The hinged assembly type anchor cable frame beam structure is divided into a plurality of supporting beams and a plurality of connecting beams, and according to static balance conditions and deformation coordination conditions of cross joints and hinge joints, the deformation of the cross joints and the hinge joints is optimized; constructing and solving a linear equation set on the basis of a Winkler foundation model to obtain concentrated force and beam end shearing force of each strut beam acting on a cross node and beam end shearing force of each connecting beam, and then performing internal force deformation analysis on each section of beam body on the basis of the Winkler foundation model; according to the method, static balance conditions and deformation coordination conditions at the cross nodes and the hinge points are considered, so that the calculation precision is improved, deformation conditions and continuity conditions increased due to the existence of the hinge points in the structure are reduced, the structural analysis difficulty is simplified, and structural calculation is facilitated.

The invention discloses a cylindrical roller modification method based on a non-uniform rational B-spline curve, and relates to the technical field of bearing design. According to the method, a bearing contact mechanical model considering the roller modification effect is constructed, a modification contour is constructed based on a non-uniform rational B-spline curve (NURBS curve), an optimization model with the basic reference rated life of a bearing as a target function is established on the basis of meeting geometric constraint conditions, and an optimization algorithm is adopted for solving to obtain a final modification curve. The established contact mechanical model comprises a bearing static balance model and a roller-raceway contact mechanical model and is used for calculating load distribution and contact stress under the unbalance loading working condition. Compared with a traditional symmetrical logarithmic modification method, the problem that the axial stress of the roller is not uniform under unbalance loading can be effectively solved, the uniformity of contact stress distribution is improved, and the fatigue life of the bearing is prolonged.

The invention provides a foundation bearing capacity static sounding testing device which comprises an adjusting mechanism, the adjusting mechanism comprises a carrying plate and four adjusting assemblies fixed to the four corners of the carrying plate respectively, the two sides of the carrying plate are each symmetrically provided with a fixing mechanism, and a main body testing mechanism is arranged between the two fixing mechanisms; the main body testing mechanism comprises a fixing frame mounted on the carrying plate, a hydraulic oil cylinder is fixedly mounted on the inner surface wall of the fixing frame, the telescopic end of the hydraulic oil cylinder is connected with a mounting plate movably embedded in the fixing frame, a probe rod is vertically inserted in the mounting plate, and a touch probe is rotationally connected to the bottom of the probe rod. The balance state of the static sounding testing device can be correspondingly adjusted through the adjusting assembly, so that the probe rod and the probe are perpendicular to the ground, subsequent detection on the bearing capacity of a foundation is more convenient, the accuracy of a detection result is improved, the probe is prevented from being damaged when penetrating into a soil layer, and the cost consumption is greatly reduced.

The invention provides a fuselage multi-dimensional mechanical boundary simulation and complex load applying device, and belongs to the field of aircraft structure static force or fatigue test, the device comprises a butt joint end frame, the butt joint end frame is connected with a fuselage test piece and is used for applying simulation of a constraint boundary at the front end of the fuselage test piece and transmitting of a loading load; the constraint boundary simulation system is connected with the butt joint end frame and is used for providing full-aircraft test vertical constraint and main undercarriage connection area test vertical and lateral constraint for the fuselage test piece; the complex load loading system is connected with the butt joint end frame, and is used for carrying out mechanical loading on the fuselage test piece and simulating the load of the boundary of the fuselage and the application of a bending-shear-torsion combined load in the test; and the protection system supports the butt joint end frame and is used for protecting the fuselage test piece in the test.

The invention belongs to the technical field of airplane structure static fatigue tests, and particularly relates to an airplane structure static fatigue test horizontal direction single-degree-of-freedom follow-up restraint device which comprises a fixed restraint plate, a follow-up sliding plate, a connecting rod and a hinge joint. The fixed restraint plate is fixed on the ground, a sliding cavity is formed in the fixed restraint plate, an extending hole communicated with the sliding cavity is formed in one side wall, and a strip-shaped groove is formed in one edge; the follow-up sliding plate is arranged in the sliding cavity, a plurality of steel balls are embedded in the follow-up sliding plate, and the follow-up sliding plate can slide in the sliding cavity through contact between the steel balls and the inner wall of the sliding cavity; the number of the steel balls is four, and the steel balls are distributed on the four corners of the follow-up sliding plate. One end of the connecting rod is connected to the follow-up sliding plate, and the other end extends out of the extending hole and is connected with the hinge joint; a gap is reserved between the connecting rod and the extending hole; the connecting rod is detachably connected with the follow-up sliding plate; the hinge joint is hinged to an aircraft and is matched with an undercarriage of the aircraft through a single-double lug structure to be hinged to the undercarriage of the aircraft through a knuckle bearing.

The invention discloses a method and a system for testing release intention response characteristics in a man-machine handover task of a collaborative robot, and belongs to the technical field of robot performance test and evaluation. Comprising the steps of controlling an end effector of a tested robot to clamp a standard test load and keeping the standard test load at a preset position; external traction force monotonically changing along with time is applied to the load through an external traction device; an original time domain signal of external traction force is collected in real time, and a driving current signal of a tail end joint of the robot is synchronously collected; filtering the collected signals, and calculating intention trigger impulse; based on the time difference of the traction force peak moment, the driving current sudden change moment and the load physical separation moment, the cascade lag time is solved; and based on the intention trigger impulse and the cascade lag time, generating a quantitative index representing the dynamic release performance of the robot. According to the method, the problem that the existing test only pays attention to the static force threshold and ignores the dynamic process characteristics is solved, and objective and quantitative evaluation of the robot release intention response characteristics is realized.

The application discloses a static pressure hole guiding device, which comprises a pipe body and a force transmission assembly for connecting the pipe body with a clamping mechanism of a static pressure pile machine so that the pipe body bears the downward static pressure of the static pressure pile machine, and the lower part of the pipe body is in a hollow structure. The application also provides a pile sinking construction device and a construction method for static pressure pile sinking construction by using the pile sinking construction device. The static pressure hole guiding device, the pile sinking construction device and the pile sinking construction method have the advantages that the static pressure hole guiding device works by the static pressure hole guiding principle, does not need large spiral drilling machines, does not need special static pressure pile planting machines with specific functions, and can be used by using ordinary conventional static pressure pile machines on site, so that the construction process is simple, environment-friendly, low in cost, and convenient for adopting the middle hole post-grouting method, the static pressure hole guiding device can be widely applied to the pile sinking construction of various types of pipe piles commonly used in civil construction engineering, the pile quality is high, and the application prospect is good.