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227results about How to "Reduce stress levels" patented technology

Damping composite type variable rigidity vibration attenuating support for gearbox of wind powered generator

The invention belongs to the field of wind power generation, in particular to a damping composite type variable rigidity vibration attenuating support for a gearbox of a wind powered generator. The support mainly comprises an upper yoke (1), a lower yoke (3), four hollow vertical columns (2), an upper elastic body (4), a lower elastic body (4), an upper base (5) and a lower base (5), wherein the upper yoke (1), the lower yoke (3) and the four hollow vertical columns (2) form a combined type main frame of the vibration attenuating support; a viscoelastic damping vibration attenuating layer (11) is compounded on the main frame; after being respectively combined with the upper base (5) and the lower base (5), the upper elastic body (4) and the lower elastic body (4) are respectively fixed on the upper yoke (1) and the lower yoke (3); the vibration attenuating support is connected to the main machine frame (6), and a gearbox torque arm (9) is arranged between the upper elastic body and the lower elastic body. The invention has the characteristics of light dead weight and low cost, the rigidity of the vibration attenuating support can form a non-linear change along with the increase of loads, and the vibration attenuating support has damping attenuation capability and further reduces the transfer of the vibration and the noise of a system to a lower foundation.
Owner:洛阳双瑞橡塑科技有限公司

Steel-fiber concrete combined bridge deck structure with reinforced joints and construction method of steel-fiber concrete combined bridge deck structure

The invention discloses a steel-fiber concrete combined bridge deck structure with reinforced joints. The steel-fiber concrete combined bridge deck structure is mainly formed by assembling a plurality of steel plate-fiber concrete combined components, each component comprises a steel bridge deck plate and a prefabricated fiber concrete element cast on the steel bridge deck plate, reinforced joint structures are arranged in butt joint regions of two adjacent components and comprise cast-in-situ concrete elements and steel plate reinforcing components, the steel plate reinforcing components are covered by prefabricated fiber concrete elements and cast-in-situ fiber concrete elements, the steel plate reinforcing components and the prefabricated concrete elements are connected in a tongue-and-groove engaging mode for forming an integral fiber concrete layer, and the adjacent steel bridge deck plates are welded into an integral steel bridge deck plate layer. A construction method provided by the invention comprises the following steps that the steel-fiber concrete combined components are firstly manufactured, then, the combination and split joint is carried out, and next, the repeated sequential assembly is carried out. The steel-fiber concrete combined bridge deck structure and the construction method have the advantages that the tensile strength and the rigidity of local parts of the combined bridge deck structure can be improved, the joint seam stress is reduced, and the generation of cracks of paving layers is prevented.
Owner:HUNAN UNIV

Semiconductor packaging method of wafer level silicon-based through hole

The invention discloses a semiconductor packaging method of wafer level silicon-based through hole, belonging to the field of semiconductor packaging. The packaging method substantially comprises the following steps: 1, making a cavity structure on a cover plate; 2, bonding the front surface of the cover plate with the front surface of a wafer through a bonding machine; 3, grinding the rear surface of the wafer by a grinder, and implementing a stress plasma etching on the rear surface of the wafer; 4, removing all silicon belonging to a scribe line region starting from the rear surface of the wafer; 5, etching the rear surface of the wafer in order to form silicon through holes, and exposing a bonding pad; 6, making passivation layers, metal layers and solder mask layers sequentially in the rear surface of the wafer and the silicon through holes, so as to compose a redistributed circuit layer, thereby conducting the solder pad to a designated solder ball position on the rear surface of the wafer; 7, making solder balls and cutting along the scribe line. By the implementation of the semiconductor packaging method of wafer level silicon-based through hole, the yield rate of wafer cutting technique is increased, the stress level in package structure is reduced, and the boundary dimension of the package structure is decreased.
Owner:BEIJING UNIV OF TECH

Flat specimen high-temperature tension-compression fatigue test clamp and method

The invention discloses a flat specimen high-temperature tension-compression fatigue test clamp and method. The clamp and method implement clamping on the flat specimen in a high-temperature test, so that the flat specimen can be subjected to the tension-compression test under high-temperature conditions. A fatigue machine hydraulic clamping head clamps an optical rod end of a central shaft and is connected with a connecting rod through a sleeve, and the central shaft is provided with a fixing nut which is used for restricting the downward displacement of the sleeve; the connecting rod is fixed with the sleeve through a screw; the connecting rod is connected with a wedge clamp body through threads; the central shaft penetrates through a through hole in the middle of the connecting rod, and the shaft end is connected with a guide table; the guide table is positioned in a groove between two wedge clamping bodies, and used for guiding the wedge clamping blocks to move up and down; the specimen is clamped by the wedge clamping blocks in the wedge clamp body, the bottoms of the wedge clamping blocks are abutted by the top end of the guide table, and both ends contact the wedge surface inside the wedge clamp body so as to restrict the upward displacement of the clamping blocks; and the top ends of locking threads extending from threaded holes on both sides of the wedge clamp body contact the square clamping blocks, so that the square clamping blocks abut against both sides of the clamp blocks, thereby restricting the downward displacement of the wedge clamping blocks.
Owner:BEIHANG UNIV

Fabricated combined bridge deck structure provided with grid type connector and construction method thereof

The invention discloses a fabricated combined bridge deck structure provided with a grid type connector and a construction method thereof. The combined bridge deck structure is formed by assembling at least two steel plate-fiber concrete combined type components. Each steel plate-fiber concrete combined type component comprises a steel bridge deck slab located on the lower portion and prefabricated fiber concrete pieces poured on the steel bridge deck slab. One grid type connector is arranged in the butt joint area of every two adjacent steel plate-fiber concrete combined type components. The grid type connector comprises cast-in-place fiber concrete pieces and grid reinforcement components fixedly connected to the corresponding steel bridge deck. The grid reinforcement components is completely covered with the prefabricated fiber concrete pieces located on the two sides of the butt joint area and the cast-in-place fiber concrete pieces located in the butt joint area. The prefabricated fiber concrete pieces and the cast-in-place fiber concrete pieces are connected through the grid reinforcement components, so that an integrated fiber concrete layer is formed. The two adjacent steel bridge deck slabs are fixedly connected to form an integrated steel bridge deck slab layer.
Owner:HUNAN UNIV OF TECH

Flexible connector arranged between ultra-large offshore floating platform modules and butt joint method

The invention discloses a flexible connector arranged between ultra-large offshore floating platform modules and a butt joint method. The flexible connector comprises a slide column, a supporting seat, spring steel plates, slide blocks and a fixing seat; the front end of the slide column is provided with a hinge head, the supporting seat is connected to the rear end of the slide column, the springsteel plates are vertically connected to the supporting seat in pairs, and the slide blocks are connected to the two ends of the spring steel plates; the outer wall of the slide column is sleeved with a slide sleeve, the slide sleeve is closely sleeved with a rubber sleeve, and the rubber sleeve is embedded in a through hole formed in the fixing seat; the flexible connector is installed in an inner cavity of the platform module through the fixing seat, and the slide blocks make contact with the top surface and the bottom surface of the inner cavity of the platform module; the adjacent platform modules are connected through a hinge joint and a pin shaft of the flexible connector, and the slide column drives the slide blocks to move when moves along the slide sleeve. When transverse or vertical shearing force is applied to the hinge joint, the rubber sleeve is extruded to be deformed, and the transverse rigidity and the vertical rigidity of the connector are ensured. When the hinge joint is stretched or compressed, small rigidity in the longitudinal direction is achieved through the spring steel plates, and the stability of a floating body is ensured while the load of the connectoris decreased.
Owner:HUNAN UNIV

Strengthening method for armoured concrete slab

The invention relates to a strengthening method for an armoured concrete slab. In the method, a permanent mechanical anchor device is adopted to install a cable in a pulled area of a strengthened armoured concrete slab; after anchoring, the strengthened armoured concrete slab is used as a counter-force device to transversely stretch the cable, apply prestress to the cable and fix the cable, and polymer mortar is coated to cover the whole anchor device and the cable. The method has the advantages that the cable is in a tensioning state, is solid and firm after being subjected to stretching and prestress by the easy permanent mechanical anchoring without any auxiliary anchoring components and complex structures; a transverse stretching method is adopted to apply prestress to the cable, thereby not only overcoming the problem of lagged stress of high-strength materials but also being convenient to realize in the strengthening site and achieving the advantages of simple and convenient operation and low cost; the method has two-way prestress effect, thereby being particularly suitable for a condition that longitudinal crack occurs to a prestress cored slab in a strengthening bridge structure, and effectively solving the problem of longitudinal crack strengthening of the prestress cored slab in bridge engineering.
Owner:HUAIHAI INST OF TECH

Storage box with large-concentrated-force integrated diffusion structure

ActiveCN106481483AReduce stressExcellent anti-concentrationRocket engine plantsInternal pressureOxygen tank
The invention provides a storage box with a large-concentrated-force integrated diffusion structure. The storage box comprises a wave distribution radial short shell, a reinforced bending-resistant Y-shaped ring and a triangular grid radial barrel segment. The middle of a wave-shaped base of the wave distribution radial short shell is a wave-shaped structure with the middle being sunken and the two sides being protruded, and the two sides of the wave-shaped base are conventional arc bases. Component force of all radial diagonal ribs in the action direction of the concentrated force is the same. Trapezoid transition ring ribs are located on transition regions of the radial diagonal ribs and uniform grids, and the uniform grids are located on the two sides of a radial rib region. The outer surface of the reinforced bending-resistant Y-shaped ring is provided with a plurality of reinforced grids, and the inner surface of the Y-shaped ring is additionally provided with an arc bending-resistant groove. The triangular grid radial barrel segment is formed by welding four identical radial triangular grid wall plates. By means of the storage box, pressure stress on a concentrated load action line can be effectively lowered, and influences of the concentrated load on an internal pressure thin wall oxygen tank are weakened through matching and coordination of all structures and step-by-step diffusion.
Owner:BEIJING INST OF ASTRONAUTICAL SYST ENG +1

Tuned mass damper for controlling vertical high-frequency vibration of floor slabs and manufacturing method thereof

The invention discloses a tuned mass damper for controlling vertical high-frequency vibration of floor slabs and a manufacturing method thereof. The tuned mass damper mainly comprises a gantry rigid frame, a weight and damping units; the gantry rigid frame is composed of pillars and a horizontal steel beam; the weight fixed on the horizontal steel beam is driven by vertical bending deformation of the horizontal steel beam to linearly reciprocate in the vertical direction; the weight is in a variable section form, thus the weight is centrally stressed on the horizontal steel beam, and height of the weight is reduced; eddy current damping units are used as damping elements, including two sets, used to keep balanced lateral stress; the whole damper is mounted inside a floor slab through a bottom steel plate, and partial rigidity of the floor slab is enhanced by the bottom steel plate. The tuned mass damper and the manufacturing method thereof have the advantages that high frequency required by the tuned massage damper for use in damping vertical vibration of floor slabs of industrial workshops is achieved, height of the damper is effectively reduced, and embedding the damper into the floor slab is facilitated.
Owner:NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER

Thickness optimization design method for thermal barrier coatings of turbine blade

The invention discloses a thickness optimization design method for thermal barrier coatings (TBCs) of a turbine blade, and belongs to the technical field of surface coating protection. Representative nodes uniformly distributed on the turbine blade are selected, the states of local regions are reflected by temperatures and stress results of representative node positions, and TBCs thickness analysis of a complex blade is equivalent to thickness optimization design of a finite number of representative node positions, so that the analysis calculation amount is reduced; a mathematic formula is established for reflecting design objectives of high heat insulation performance, low stress level and low preparation cost, calculation is performed by introducing a multi-objective optimization algorithm to obtain optimal ceramic layer thickness of each representative node position, and a total objective function value is taken as a TBCs thickness optimization design and evaluation parameter of the blade, so that the advantages and disadvantages of a TBCs thickness distribution scheme can be quantitatively evaluated and the shortcoming that an existing method only can perform qualitative evaluation is overcome; and the method can ensure the service safety of the coatings and improve the usage efficiency of the coatings.
Owner:XI AN JIAOTONG UNIV

66kV burst short circuit transformer

The invention relates to a 66kV burst short circuit transformer. A three-phase three-limb iron core is arranged in a lower fuel-saving box of the transformer. The iron core is sleeved with a low-voltage coil and a high-voltage coil. Wires are led out from the head end of the high-voltage coil and the head end and tail end of the low-voltage coil in the axial direction, and are led into a sleeve through cables. The high-voltage coil is of a fully continuous structure, wherein every two of three composite conductors are wound in parallel in the radial direction. A subsidiary pressing plate on the high voltage side and a subsidiary pressing plate on the low voltage side are respectively of a fan shape as a whole, and the fan-shaped subsidiary pressing plate on the high voltage side and the fan-shaped subsidiary pressing plate on the low voltage side share the same center of a circle and are placed in a symmetric mode. The subsidiary pressing plates and a pressing plate are provided with positioning holes and are connected through an insulating screw rod. According to the 66kV burst short circuit transformer, the insulation structures of the coils are optimized, ampere-turn balance of the coils is improved, horizontal eddy current loss of the coils is lowered on the premise that insulation reliability is guaranteed, the stress level of the coils is lowered substantially at the time of a short circuit, the capability in resistance to the short circuit of a product is enhanced, and a basis is provided for further optimization of a product design.
Owner:TBEA SHENYANG TRANSFORMER GRP CO LTD

Thermal barrier coating with composite double-ceramic-layer structure and preparation method thereof

The invention relates to a thermal barrier coating with a composite double-ceramic-layer structure and a preparation method thereof, and belongs to the technical field of thermal barrier coating preparation. The thermal barrier coating sequentially comprises a thermal barrier coating bonding layer, a YSZ ceramic layer and a composite ceramic layer from a base body to the top; the composite ceramic layer is composed of a high-toughness ceramic material and a high-rare-earth-content doped zirconium oxide material according to the volume ratio of (1 to 4): (4 to 1); the high-toughness ceramic material is a ceramic material with the fracture toughness being greater than 5MPa. M < 1 / 2 >; and in the high-rare-earth-content doped zirconium oxide material, the sum of the mole fractions of the doped rare earth elements is 16 percent to 30 percent. According to the thermal barrier coating, the thermal barrier coating bonding layer, the YSZ ceramic layer and the composite ceramic layer are sequentially prepared from the base body to the top through a spraying method. The thermal barrier coating can be prevented from cracking in the thermal cycle process, and the service life is long; and cracks are uniformly distributed, the anti-stripping capability is high, and the heat insulation performance is high.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

High temperature tensile fatigue test fixture for panel test piece and method

The invention discloses a high temperature tensile fatigue test fixture for a panel test piece and a method. The clamping for the panel test piece in a high temperature test is realized, so that the tensile fatigue test for the panel test piece can be performed under a high temperature condition. A hydraulic chuck of a fatigue machine is used for clamping an optical rod end of a central shaft and is connected with a connecting rod through a sleeve; a fixing nut is arranged on the central shaft; the fixing nut is used for limiting the downward movement of the sleeve; the connecting rod is fixed with the sleeve through a screw; the connecting rod is in threaded connection with a wedge-shaped chuck body; the central shaft passes through a through hole in the middle of the connecting rod; a shaft end is connected with a guiding platform; the guiding platform is located in a groove between two wedge-shaped clamp blocks and is used for guiding the wedge-shaped clamp blocks to move up and down; the test piece is clamped by the wedge-shaped clamp blocks in the wedge-shaped chuck body; the bottoms of the wedge-shaped clamp blocks are propped by the top end of the guiding platform; the two sides are in contact with the wedge-shaped plane in the wedge-shaped chuck body; the upwards movement of the wedge-shaped clamp blocks is limited. The high temperature tensile fatigue test fixture can meet the requirement for stably clamping the panel test pieces in various sizes and can realize the single-shaft tensile fatigue under the high temperature condition.
Owner:BEIHANG UNIV

Gradient elastic non-pneumatic tire

The invention provides a gradient elastic non-pneumatic tire. The gradient elastic non-pneumatic tire comprises a supporting structure and an annular belt; a tire tread is fixed to the surface of the annular belt; the annular belt is formed by a square net in a surrounding mode; the supporting structure comprises an inner fixing ring, a gradient elastic spoke and an outer fixing ring; the inner fixing ring is installed on the outer side of a wheel rim; the outer fixing ring is installed on the inner side of the annular belt; the gradient elastic spoke is located between the inner fixing ring and the outer fixing ring; the gradient elastic spoke comprises rigid layers and flexible layers; the rigidity of the radial structure of the rigid layers is higher than that of the radial structure of the flexible layers; the rigid layers and the flexible layers are distributed alternately in the radial direction of the tire; the number of the rigid layers is larger than that of the flexible layers; and the rigidity of the radial structure of the flexible layers is increased as the radial diameter of the tire is decreased gradually. Through arrangement of the flexible layers and the rigid layers, the whole non-pneumatic tire has the lower stress level when deforming, the service life of the non-pneumatic tire is prolonged advantageously, and the excellent ground gripping capacity is obtained.
Owner:JIANGSU UNIV
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