55 results about "Fatigue Problem" patented technology

The invention belongs to the technical field of civil engineering, and specifically relates to a prestressing anti-fatigue girder. The prestressing anti-fatigue girder comprises a top flange, a bottom flange, a web, a bearer stiffening plate and prestressing anchor slab, anchor holes, a high-strength prestressing steel strand, an anchoring stiffening plate, an anchor head, an arc plate, a bearer steel bracket and lateral movement proof cushion block. The prestressing steel strand is penetrated into anchor holes which are near to a tensile flange and are symmetrical on two sides of the web, and is anchored by the anchor head after stretch-draw, so as to generate a precompression on a girder tensile area. After prestressing relaxation, the prestressing steel strand has a pressure stress larger than amplitude of a self-weight stress and a fatigue tensile stress; and the girder bottom flange will not be subjected to tension under compound effects of deadweight and fatigue load. Therefore,a fatigue problem id solved. According to the invention, a design fatigue stress amplitude of the bottom flange is increased from a former one limited in an allowed fatigue stress amplitude to one approaching a design strength f, so as o substantially increase anti-fatigue capability and change a fatigue brittle failure to a ductility strength problem. An ultimate strength of the bottom flange isincreased by one time, so as to substantially increase material utilization rate of high-strength steel.

The invention relates to a steel rail, and in particular relates to a vanadium-chromium micro-alloyed superfine pearlite steel rail. The technical problem to be solved by the invention is to provide the vanadium-chromium micro-alloyed superfine pearlite steel rail. The vanadium-chromium micro-alloyed superfine pearlite steel rail comprises the following components in percentage by weight: 0.78-0.86% of C, 0.15-0.70% of Si, 0.4-1.20% of Mn, 0.3-0.8% of Cr, 0.04-0.12% of V and less than or equal to 0.01% of S. A production method of the vanadium-chromium micro-alloyed superfine pearlite steel rail comprises the following steps: applying a water-mist gas mixture to the rail head part of the steel rail with waste heat after finishing rolling, wherein the cooling rate is 4-8DEG C / s; applying compressed air when the surface layer temperature of the rail head is reduced to 500-550 DEG C at a cooling rate of 1.5-3.5DEG C / s; and performing air cooling to room temperature when the temperature is less than 400 DEG C. The steel rail disclosed by the invention has excellent wear-resistant performance and good contact fatigue resistance, and is suitable for road segments with too fast wear and prominent fatigue problems of heavy haul railways.

An adjustable lumbar support apparatus for a seat back is disclosed and includes a lumbar support and two adjusting assemblies respectively disposed at two sides of the seat back. Each of the adjusting assemblies includes a supporting sheet disposed on an exterior surface of the seat back, an acting rod disposed in a positioning cylinder base on a front end of the seat back, and a knob disposed on a rear end of the seat back. The acting rod and the knob are co-acting, and the acting rod and the supporting sheet are corresponding to each other by the slope surface and the acting slope surface. When the knob is rotated, the corresponding relationship between the acting slope surface and the slope surface is varied. The distance between the lumbar support and the seat back can be adjusted in accordance with different requirements under different circumstances to overcome the elastic fatigue problem.

The invention provides a single-person vertical rising-falling aerocraft with tilt double-culvert fan, it has bearing frame, there are cabin and engine installed on the bearing frame, there is a short-tail beam installed on the bearing frame behind the cabin, the tail end of the short-tail beam is installed with vertical tail fin, horizontal tail fin, direction helm and lift helm, the bearing frames on the two sides of the lower part of the cabin are installed with short wings, respectively, the bottom of the cabin is installed with a skid landing gear, the bearing frames on the two sides of the cabin are installed with culvert fans able to synchronously tilt in the horizontal forward-tilting and up tilting directions in the range greater than 90 degrees, respectively, and the two culvert fans are connected by rocker link rod and the rocker link rod controls the synchronous action of the two fans. It can complete high-speed horizontal flying, low-speed forward flying, vertical rising and falling, hovering, backward flying, and other flying actions, and at the same time can solve the driving fatigue problem of driver, etc.

The invention relates to a method for detecting and eliminating human brain fatigue. The method comprises an information collection module for human brain waves, signal filtering and amplifying module, a frequency band selection module, a brain wave quantitative module, a judging module and a feedback module, wherein the information collection module is connected with an electronic instrument through an electrode to collect brain wave signals of human brains, and sends biological electrical signals into the frequency band selection module; the brain wave quantitative module uses a DSP ( Digital Signal Processor) processing chip to carry out preliminary conversion and processing on the received brain wave signals, quantifies the brain wave signals and sends the quantified brain wave signals to the judging module; a judging module is provided with a set value of a fatigue signal , and when the brain wave signals exceed the value, the fatigue state is judged, and the signals are sent to the feedback module to send alarm and fatigue signals. By adopting the technical method disclosed by the invention, the fatigue degree of a driver can be detected timely, and a feedback device for appropriately relieves fatigue and solving the fatigue problem is manufactured, so that the driver fatigue can be relieved to a large extent.

The invention relates to a dynamic compactor boom and a dynamic compactor. The dynamic compactor boom comprises a bottom knuckle arm, a plurality of middle knuckle arms and a top knuckle arm, wherein the bottom knuckle arm, the middle knuckle arms and the top knuckle arm are sequentially connected in series and are respectively knuckle arms with a trussed structure mainly composed of an upper main chord member, a lower main chord member, a diagonal web member and a transverse connecting rod, and the knuckle arms are connected with each other through pin shafts; the cross section area of the dynamic compactor boom is homogeneously and linearly increased from the top knuckle arm to the bottom knuckle arm. The vibration and fatigue problems of large-energy-level dynamic compactors of the prior art can be improved, and meanwhile the processing technology and the disassembly and assembly problem of the boom can be considered.

A load bearing structure for a large-scale vehicle includes a base and a return unit. The base includes a mounting seat and a side-skirt connecting member which has a pivot portion pivoted to the mounting seat. The pivot portion includes a first contact portion, a second contact portion and a third contact portion, and under normal conditions, the first contact portion is abutted against the mounting seat. The return unit is located within the pivot portion and pivoted to the mounting seat to keep the side-skirt connecting member staying in the normal conditions. The third contact portion defines a second angle with respect to the top plate, which allows the side-skirt connecting member to pivot in a bidirectional manner when returning to its original position, so that collision between the mounting seat and the side-skirt connecting member can be prevented, and the fatigue problem is consequently solved.

The invention discloses tangent opposite-pull pulling cables and a wind power generation tower using the cables. The middles of the two pre-stressed pulling cables are separately fixed to the positions, below an impeller of the wind power generation tower, of a tower drum in the tangent directions of the two sides of the wall of the tower drum through bolt joints, and the two ends the pulling cables are anchored to the ground. Since the pulling cables do not pass through the center of the tower drum, the pulling force of the pulling cables provides initial torsional rigidity, the fatigue problem of pulling cable joints caused by frequent torsional vibration of the tower drum is solved, and in addition, the bolt joints are connected to the drum wall through anti-shearing bolts, welding connection is avoided, and anti-fatigue performance is improved.

First and second magnets of a light pen according to the present invention are used for replacing a conventional spring to be a switch structure of the light pen. Whereby, the elastic fatigue problem is not yielded, the switch structure is enabled to be more durable and dependable and can be used as a switch structure for a light pen whose stroke between two electric contact points from a separation state to a contact state is shorter.

The invention provides an automatic cruise control method for an electric vehicle. The method comprises the following steps: collecting a pedal position by a vehicle controller; collecting a vehicle speed by the vehicle controller; collecting whether an obstacle exists in a safe distance threshold value in the front of the electric vehicle by the vehicle controller; performing the following judgment by the vehicle controller: judging that a driving intention of a driver is automatic cruise when the conditions that the vehicle speed is higher than or equal to a cruise speed threshold value, the pedal is positioned at the highest position and the obstacle does not exist in the safe distance threshold value in front of the electric vehicle are simultaneously met; and adjusting a pulse signal of a motor controller in real time by the vehicle controller, so that the real-time vehicle speed is always consistent with the cruise speed. The automatic cruise control method for the electric vehicle is applicable to a single-pedal four-wheel electric vehicle, any switch is not needed, the operation is simple and convenient, and the driving fatigue problem is solved. Moreover, the vehicle is provided with a protection function, and the driver can be effectively prevented from mistakenly operating in emergency to avoid danger.

The invention relates to the technical field of the road bridge engineering detection, and discloses a highway steel bridge fatigue analysis method based on an actually measured stress spectrum. The technical problem that the strain detection data collected through the current actual measurement method has multiple idle clutter is solved. The method comprises the following steps: S1, acquiring data; S2, processing a strain data signal: S21 filtering; S22, peak value extracting; S23, small stress circular filtering; S24, base line drift processing; S3, performing rain-flow method stress circular counting, thereby obtaining stress spectrum through the rain-flow method counting; and S4, evaluating a fatigue problem by utilizing a fatigue life evaluation theory, and computing fatigue damage and residual life of each measurement point. According to above technical scheme, the fatigue strain monitoring data is acquired and collected through an actual measurement method, and then the filtering, the peak extraction, the small stress circular filtering and the baseline drifting processing and like operations are performed on the acquired fatigue strain monitoring data, and finally, the fatigue damage and the residual life of each measurement point are computed, thereby reaching an aim of improving the evaluation accuracy and reliability.

The invention provides a tank container. The tank container comprises a tank body, and two end frames positioned at two ends of the tank body; the tank body comprises a cylinder, and seals welded at two ends of the cylinder; the combined places of the cylinder and the seals form connecting welding lines; two ends of the tank body are fixedly connected with the two end frames through two sets of support plates, respectively; and gaps are formed between the support plates and the connecting welding lines of the tank body for avoiding from the connecting welding lines. The connected places of the support plates and the tank body are avoided from the connecting welding lines on the tank body to prevent the fatigue problem caused by stress concentration and to achieve excellent mechanical performance; and as the support plates are lighter in weights, compared with skirt ring connecting and bottom inclined support connecting structures in the prior art, the tank container is lighter by above 150 kg, the self weight of the tank container is effectively reduced, and the loading efficiency is improved.

The present invention relates to traffic means, and is a kind of two purpose sedan for both sitting and sleeping. The sedan features that the back seats including chairs, backs and back wall board, the sleeper support and the back baggage rack may be combined and altered to form either seats or sleeper. The present invention can well solve the fatigue problem in traveling. Compared with available technology, the present invention has the features of reasonable design, simple structure, simple operation, etc.

The invention provides a rigid combined steel bridge deck pavement structure which comprises a high-strength high-toughness concrete pavement layer and orthotropic steel bridge deck slabs. The high-strength high-toughness concrete pavement layer and the orthotropic steel bridge deck slabs are combined to form a whole for co-stressing by adopting an epoxy binder or shear connecting parts, or by simultaneously adopting the epoxy binder and the shear connecting parts. The rigid combined steel bridge deck pavement structure reasonably designed and construed meticulously has higher rigidity and strength and good durability and anti-fatigue performance and can replace pavement of transitional asphalt concrete and other flexible materials and improve the fatigue problem of steel beams.

The invention provides a method for realizing MR mixed reality interaction by combining Haloens with HTCVive. The storage medium comprises: a server obtains handle data of HTC handle including event information and spatial information, and then packs the handle data to form a data packet and sends the data packet to a Holoens client. The Holoens client parses the packet, obtains the handle data, and applies it to the MR scenario. The invention not only improves the manipulation flexibility of the user; But also greatly alleviate the fatigue problem of user operation; Further, it improves the accuracy of manipulation recognition and the reality of user interaction with MR applications, greatly optimizing the customer experience.

The invention discloses a steel-concrete combined continuous beam bridge for releasing pulling stress of a carriageway slab. The steel-concrete combined continuous beam bridge comprises a steel beam and the concrete bridge carriageway slab fixed on the steel beam. A transverse penetrating breaking joint is formed in the position, above an intermediate pier corresponding to the continuous beam bridge, of the concrete bridge carriageway slab. The local sections of the two sides of the transverse penetrating breaking joint have relative longitudinal telescoping deformation between the concrete bridge carriageway slab and the steel beam. The pulling stress generated from high negative bending moment is unloaded and transferred to the steel beam, pulling of the concrete bridge carriageway slab is avoided, the stressing state of the whole steel-concrete combined beam is optimized, performance superiority of steel materials and concrete can be played, vertical load of the carriageway slab is directly transmitted to the steel beam, it is ensured that the carriageway slab does not generate abnormal vertical deformation, stress concentration and fatigue problems of the carriageway slab and the steel beam from fixing to separating in a junction connecting local area, construction and a construction technology of the carriageway slab are greatly simplified, and the whole stress performance of the bridge is improved, the using period of the beam bridge is prolonged, and the construction and maintaining cost are reduced.

The invention discloses precision infusion device automatic assembling equipment, and especially relates to a precision infusion device automatic assembling equipment filter material loading portion comprising at least one oscillating type feeder, a material sorting and flat push device, and a take-out device, thus improving the precision infusion device production processing efficiency; in the whole material loading process of the filter, the filter cannot disengage from a material sorting and flat pushing channel, and the filter is good in feeding and conveying stability; in addition, assembling personnel can easily have fatigue problems in long time working, and operations can easily deform; the automatic equipment can solve said problems, and can stably and continuously work with high efficiency under a long time high intensity working environment; finally, the precision infusion device automatic assembling equipment filter material loading portion can effectively can effectively solve the economic problems that enterprise artificial labor cost output is high.

The invention discloses turnouts using a cam groove for track switching. A track-switching assembly is arranged between two turnout track assemblies; the track-switching assembly uses a cam mode of acam cylinder and the cam groove to drive the movement of a track-switching driving plate; the track-switching driving plate realizes the track switching by controlling the left-right movement of the turnout track assemblies; and the ends of the turnout track assemblies are mounted on track sleepers by slightly-rotational damping assemblies. The turnouts using the cam groove for the track switchinguse the cam groove to drive the track switching instead of screw rods in the prior art, and the cam groove has high wear resistance and can bear greater vibration force, so as to improve the bearingcapacity of the track switching, to enhance the service life and to ensure the safety of the track switching. The turnouts are arranged on the slightly-rotational damping assemblies and can slightly swing during the track switching process, so as to prevent the turnouts from being subjected to excessive rigidity force, to avoid fatigue problems of the turnouts and to greatly improve the service life of the turnouts and the adaptability of the track switching of the turnouts.

The invention belongs to the field of biomedical engineering and provides an electroencephalogram brainwave alpha based infrasonic wave driving fatigue relieving method and device. The electroencephalogram brainwave alpha based infrasonic wave driving fatigue relieving method comprises the steps of acquiring electroencephalogram signals of a driver in quiet and eye opening states, extracting electroencephalogram brainwaves alpha (8-12Hz) as a infrasonic wave signal source, and then enabling infrasonic waves to act on the head of the driver through a speaker system so as to relieve driving fatigue. The electroencephalogram brainwave alpha based infrasonic wave driving fatigue relieving device consists of a controller, a power amplifier, the speaker system and a fatigue monitoring device, wherein the controller controls signal output, the power amplifier amplifies the power of input signals and transmits the signals to the speaker system, a hydraulic system controls the position of the speaker system, and the fatigue monitoring device detects the state of the driver and feeds back a detection result to the controller. The fatigue relieving method can effectively solve the driving fatigue problem of the driver and does not produce influence on non-driving persons. The driving fatigue relieving device can be combined with an interior audio system to achieve full-automatic operation.

The invention relates to a suspended and cable-stayed combined structural bridge. A stay cable is arranged between a bridge tower and a pre-stressed reinforced concrete box girder or a composite girder; a main cable two ends of which are anchored at an anchor is fixed on the top of the bridge tower; a conventional suspension rod is arranged between the main cable and the suspension part of a midspan steel box girder; a low-strain tie rod is adopted at the suspended and cable-stayed intersection; and the midspan steel box girder is connected with the pre-stressed reinforced concrete box girder or the composite girder at a cable-stayed part through a movable hinged support. By utilizing the suspended and cable-stayed combined structural bridge, the in-plane geometric line shapes of a main-span suspension cable and the main cable in a section of which two ends are provided with no suspension lines can be effective controlled under the load action, so that the main cable keeps in-plane stability; the fatigue problem of the suspension rod and the stay cable close to the suspended and cable-stayed intersection is avoided; adverse effects of live load negative moment and high-low temperature variation on a structure can be eliminated by means of movable hinged support connection; and the material dosage of the main cable and an anchoring structure can be greatly lowered. The suspended and cable-stayed combined structural bridge has the advantages of scientific and reasonable structure and reliable power transmission and is durable, practical, safe and economical.

The invention discloses an omni-directional prestress antifatigue combined steel structure wind tower. The omni-directional prestress antifatigue combined steel structure wind tower is composed of a lattice type tower frame, a concrete transition segment and a steel structure tower cylinder. The omni-directional prestress antifatigue combined steel structure wind tower has the beneficial effects that all rod parts of the omni-directional prestress antifatigue combined steel structure wind tower bear pressure under the work loads, the fatigue problem (possible tension under the ultimate load) is solved, and the advantages of being convenient to construct, reasonable and feasible in structural stress and capable of saving materials are achieved.

The invention discloses a shear-resistant and shock-isolation assembly type synchronous variable-position comb teeth-shaped telescopic device which aims at large-span bridges. The telescopic device comprises a left-right displacement box fixedly connected to a beam end, a hinge, a displacement box beam, a cross beam, a rubbish separation plate, a left comb teeth plate, a middle comb teeth plate and a right comb teeth plate; each comb teeth plate is fixedly connected to a lower component through a shear-resistant high-strength bolt, and the cross beam is arranged on the displacement box beam; and at least one group of vibration isolation supporting seats are arranged below comb teeth of each comb teeth plate. A through hole is formed in a non-comb teeth portion of each comb teeth plate, a shearing-resistant pin is fixedly connected to the through hole, a steel ring is arranged on the periphery of the lower part of the shearing-resistant pin, and a high-performance elevation adjusting filling material is poured between the steel ring and the shearing-resistant pin; and the rubbish separation plate and a dustproof plate are arranged below the comb teeth parts of the comb teeth plates,and the left side or the left side or the right side of the rubbish separation plate is in a zigzag shape. According to the telescopic device, the shearing-resistant fatigue problem of the comb teeth-shaped bridge telescopic device is solved, the sludge can be extruded conveniently, the construction period is greatly shortened, the installation process is convenient, the time is saved, and the precision is accurate.

The invention discloses a film inspection device, comprising a table body, the table body includes a table top and table legs; a light box, the bottom plate of the light box is fixed on the table top, and A white light source; the top of the light box is a white light-transmitting board. There are also dimmers and cooling fans. The invention effectively solves the problem of high labor intensity and easy fatigue during long-term and careful inspection of film sheets, ensures the inspection effect, and can adjust the intensity of the light source according to the different densities of film sheets, has good heat dissipation performance, and is simple in structure. Easy to use.

The invention discloses a pressure maintaining valve with variable opening pressure. The pressure maintaining valve includes a working end housing, a pressure source end housing, sealing rubber rings, a core rod, an inclined rubber stopper, a safety valve and a high pressure gas cylinder, wherein the working end housing is fixedly connected with the pressure source end housing; the other end of the pressure source end housing is fixedly connected with a safety valve; the safety valve is fixedly connected with the high pressure gas cylinder; the sealing rubber rings are arranged at the end, positioned in the pressure source end housing, of the core rod; the inclined rubber stopper is arranged at the end, positioned in the working end housing, of the core rod. The pressure maintaining valve with variable opening pressure provided by the invention adopts the principle that the external pressure of the safety valve core rod is equal to the internal pressure of the safety valve core rod; such a safety valve does not rely on the deformation of a part to bear the pressure, so that the metal fatigue problem does not exist; the pressure maintaining valve is simple in structure and convenient to install, and the variation range of the opening pressure value is wide.

The invention relates to a synchronous power device applied to an electric bicycle performance test platform. The device comprises a base, a driving roller and a driven roller. The driving roller andthe driven roller are arranged inside the base with an adjustable interval. A positioning gear is arranged on the base. A drive motor is arranged on one side of the driving roller, and a driving gearis arranged on the other side. A driven gear is arranged on one side of the driven roller. A number of tensioning wheels are arranged on both sides of the driving gear. The driving gear, the tensioning wheels, the positioning gear and the driven gear are in transmission connection through a rack synchronous belt. The synchronous power device can reduce the horizontal static friction force appliedto a wheel when front and rear rollers rotate under the precondition of ensuring the power of front and rear rollers. The total length of a transmission belt is shortened. The problem of fatigue stretch caused by multiple uses of the device is solved.

The invention relates to a jogging fatigue simulation experiment system of a resonant internal combustion engine, belonging to the technical field of fatigue strength of an internal combustion engine. The jogging fatigue simulation experiment system comprises a jogging fatigue device, an accelerometer, an electronic control component, an electric vibration exciter, a vibration exciter push rod and two inertia vibration plates; and the jogging fatigue device comprises a testing assembly, a pre-tightening bolt, a pressing head, a U-shaped connector, a base, a loading push rod and a load applying shaft. The jogging fatigue simulation experiment system of the resonant internal combustion engine, disclosed by the invention, can be used for researching a problem of jogging fatigue of a structural assembly under the action of a topical characteristic load of an internal combustion engine, and can consider contact of a plane and a plane and carry out a research on a jogging fatigue problem of the testing assembly under the action of different load characteristics and load levels by changing the size of a total load and a proportion relation of a tangent load and a normal load compared with a traditional jogging fatigue simulation experiment.

The invention discloses a structure of an upper and lower steel plate sandwich steel-concrete combined bridge deck slab. The structure comprises a top steel plate (1) and a bottom steel plate (2). Thebottom steel plate (2) is fixedly connected with main beams (3) below the bottom steel plate (2). Multiple web plates (4) are arranged between the top steel plate (1) and the bottom steel plate (2) in the transverse bridge direction. Multiple chambers are formed in the top steel plate (1) and the bottom steel plate (2) by means of the adjacent web plates (4), high-flowability concrete (6) is poured into the chambers, and the structure of the upper and lower steel plate sandwich combined bridge deck slab is formed. The invention further discloses a construction method of the upper and lower steel plate sandwich steel-concrete combined bridge deck slab. By means of the structure of the upper and lower steel plate sandwich steel-concrete combined bridge deck slab, the fatigue problem of orthotropic steel bridge deck slabs is solved, and the problems of durability and large dead weight of negative bending moment area cracking of concrete bridge deck slabs are also solved.