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383results about How to "Reduce fatigue damage" patented technology

Stabilizing device, floating foundation and offshore wind power generator

The invention discloses a stabilizing device, a floating foundation and an offshore wind power generator. The stabilizing device comprises a U-shaped water chamber, wherein the U-shaped water chamber comprises a first hollow upright column, a second hollow upright column and a bottom buoyancy tank connected between the bottoms of the two upright columns, the first upright column and the second upright columns are communicated with the bottom buoyancy tank, and the top of the first upright column and the top of the second upright column are communicated through an air communication pipeline. The floating foundation is at least provided with a first upright column, a second upright column and a third upright column, and comprises at least one stabilizing device. The offshore wind power generator comprises the floating foundation, a mooring rope, a tower, vanes and a wind power generator set, wherein the mooring rope is connected with the outer edge of the floating foundation and is anchored to the seabed, the bottom end of the tower is arranged on the floating foundation, and the vanes and the wind power generator set are arranged on the top of the tower. By means of the stabilizing device, stabilizing of a floating fan can be simply and effectively achieved through a double-resonance principle.
Owner:XINJIANG GOLDWIND SCI & TECH

Tunnel structure for weak and broken high-temperature water-bearing stratum

The invention provides a tunnel structure for a weak and broken high-temperature water-bearing stratum. The tunnel structure comprises a tunnel lining and an inverted arch which form a closed annular structure, the footing of the tunnel lining is connected with the left end and the right end of the inverted arch, drain holes are formed in the footing, and drainage ditches and cable troughs are formed in the connecting portions of the lining and the inverted arch; a traffic lane in a tunnel is arranged on a vibration reduction layer, a bearing platform plate is arranged on the lower portion of the vibration reduction layer and supported by longitudinal beams and cross beams jointly, the longitudinal beams and the cross beams are supported by pile foundations which vertically penetrate through the inverted arch and are inserted into the stratum, the ends of the two sides of the traffic lane, the ends of the two sides of the vibration reduction layer and the ends of the two sides of the bearing platform plate are all disengaged from the positions where the drainage ditches and the cable troughs are located, and the longitudinal beams, the cross beams and the pile foundations are disengaged from the inverted arch. The tunnel structure has the effects of water resistance, thermal insulation and vibration reduction and is compact in structure, high in bearing performance, convenient to construct, lower in construction and maintenance cost and wide in application range.
Owner:SOUTHWEST JIAOTONG UNIV

Waterpower oscillator

InactiveCN103410444AReal weight on bitEffectively exert pressure on bitVibration drillingWell drillingEngineering
The invention relates to a waterpower oscillator through which effective pressure can be exerted on a drill bit and well drilling efficiency can be improved in the technical field of oil exploitation. The waterpower oscillator comprises an upper connector, a stator, an outer shell and a lower connector all of which are sequentially connected in a sealed mode. A rotor is eccentrically arranged inside the stator, and the lower end of the rotor is sequentially connected with a cardan shaft upper connector, a cardan shaft and a cardan shaft transmission rod. The lower end of the cardan shaft transmission rod is connected with the outer shell in a sealed mode, the lower end of the outer shell is in threaded connection with the lower connector in a sealed mode, the lower end of the cardan shaft transmission rod is provided with a vibration valve in a matched and sleeved mode, and the vibration valve can do reciprocating sliding motion along the matched surface relative to the cardan shaft transmission rod. The lower end of the vibration valve is provided with a movable valve plate in a sealed and sleeved mode, wherein the movable valve plate and the vibration valve can do the synchronous movement, the upper end of the lower connector is correspondingly provided with a fixed valve plate attached to the movable valve plate, the movable valve plate and the fixed valve plate are respectively provided with a sector channel with the area larger than that of a half circle. An annular hollow part through which liquid can flow is formed among the rotor, the cardan shaft upper connector, the cardan shaft, the stator and the outer shell, the cardan shaft transmission rod is provided with a channel communicated with the annular hollow part, and the channel is communicated with a vibration valve cavity and the sector channels.
Owner:YANGZHOU TIANYE GASOLINEEUM MACHINERY

Bending plate type tire and manufacturing method thereof

The invention discloses a bending plate type tire device. The bending plate type tire device comprises a wheel rim, wherein a plurality sets of supporting pieces which are continuously bended are fixed on the circumference annular surface of the wheel rim through fastening pieces; a band lining is arranged on the outer parts of the supporting pieces in a padding manner, and is wrapped with a packing piece, or an inflatable cover tire is arranged on the outer part of each of the supporting pieces; the longitudinal section of each supporting piece is in a flat S shape, and each supporting piece is divided into a mounting section, a neck bend, a straight section, a shoulder bend, a working section and a tail section, wherein a tail inserting groove is formed in the surface of the tail end of the working section, and is circular; a jointed part of the tail inserting groove and the tail section of each supporting piece forms a triangular space; a plurality of bosses radially facing outwards are arranged at the position, close to the tail section, of the tail inserting groove. According to the bending plate type tire disclosed by the invention, compared with the prior art, one or more sets of plate-shaped elastic supporting pieces which are mutually connected and continuously bended are mounted on the wheel rim, so that the functions of elastically supporting a wheel load, driving and braking are realized, and the requirement that a vehicle can durably and safely operate in multiple complex and harsh environment is met.
Owner:齐克岐

Load modelling method and load control method for wind turbine generator system

InactiveCN106224162AAccurately reflect aerodynamic performancePracticalWind motor controlMachines/enginesElectricityProportion integration differentiation
The invention discloses a load modelling method and a load control method for a wind turbine generator system. The load modelling method and the load control method for the wind turbine generator system comprise the following steps: firstly, acquiring axial inducing factors and circumferential inducing factors corresponding to each group of tip speed ratios and pitch angles through iterating; secondly, calculating flapping coefficients and wind energy coefficients; thirdly, performing nonlinear fitting through the flapping coefficients and the wind energy coefficients corresponding to a plurality of groups of tip speed ratios and pitch angles to obtain a calculating formula of the flapping coefficients and the wind energy coefficients with respect to the tip speed ratios and the pitch angles, and obtaining a load model; fourthly, on the basis of the load model, calculating an optimal pitch angle corresponding to the least flapping load at each wind speed when the output is constant, and performing nonlinear fitting to obtain a formula of the optimal pitch angle with respect to the wind speed; fifthly, obtaining the optimal pitch angles according to the wind speeds when the wind turbine generator system operates through calculating, and obtaining pitch angle adjustment values; and finally, superposing the pitch angle adjustment values obtained on the basis of a PID (Proportion Integration Differentiation) variable pitch control method, and performing pitch angle control. According to the load modelling method and the load control method for the wind turbine generator system, shimmy load and flipping load are comprehensively taken into consideration, and a more accurate load model and a more accurate load control method are realized.
Owner:UNIV OF ELECTRONICS SCI & TECH OF CHINA

Deflecting fence type square heat exchanger with waved tube

The invention provides a deflecting fence type square heat exchanger with a waved tube. The heat exchanger comprises a case, a heat exchange tube, an upper tube plate and a lower tube plate, wherein the case, the upper tube plate and the lower tube plate form airtight space, an airtight upper head is arranged on the left side of the upper tube plate, an airtight lower head is arranged on the right side of the lower tube plate, a tube-side inlet is arranged on the upper head, a tube-side outlet is arranged on the lower head, the heat exchange tube is installed in the airtight space, two ends of the heat exchange tube are installed in the upper tube plate and the lower tube plate respectively and communicated with the upper head and the lower head respectively, a tube-side outlet tube is arranged on the right of the upper tube plate on the case, a tube-side inlet tube is arranged on the left of the lower tube plate, and a deflecting fence for supporting the heat exchange tube is mounted in the case and comprises a deflecting ring and a support rod installed in the deflecting ring. According to the heat exchanger, vortex flow and the Venturi effect can occur when shell pass fluid flows through the square deflecting fence, so that the shell pass fluid can obtain good turbulent current conditions, dead flow zones and leakage current losses when the fluid flows across tube bundles are reduced, and heat exchange on the shell side is strengthened.
Owner:HARBIN ENG UNIV

Pretension and lay-off method and device of crane jib for ship

The invention relates to a pretension and lay-off method of a crane jib for a ship, belonging to the technical field of a crane. The crane comprises a luffing mechanism composed of a top pulley block, a jib, a winch, a luffing wire rope and a jib head pulley block and a bracket. The method comprises the following steps: A. operating the winch in the forward direction, loosening the jib and layingoff the jib onto the bracket; and B, operating the winch in the reverse direction, pulling the jib upwards to enable the pressure of the jib on the bracket to be less than the pressure on the bracketbefore being subjected to the upward pull, and stopping and shutting off the winch. The invention also relates to a pretension and lay-off device of a crane jib for a ship. The luffing mechanism alsocomprises a middle pulley arranged at the middle of the jib, and the luffing wire rope is connected with the jib head pulley block and the middle pulley through the top pulley block. The pretension and lay-off method and device of a crane jib for a ship can produce a pretension force on the jib by means of the luffing wire rope, thereby reducing the self-weight load of the jib as well as the influence and the destruction on the jib structure as a result of the shock load and the changing load of the bracket on the jib. Besides, the invention has the advantages of simple method and structure, convenient operation and low cost.
Owner:QINGDAO HAIXI HEAVY DUTY MASCH CO LTD

Structural stability enhancing floating wind turbine foundation

The invention discloses a structural stability enhancing floating wind turbine foundation. The structural stability enhancing floating wind turbine foundation comprises a floating plate, a middle column, steel supports, tree shock absorbing buoys and a damping pendulum, wherein the central column is arranged in the center of a triangular structure formed by the three shock absorbing buoys, the above of the central column is provided with the floating plate, and the top of the floating plate is provided with a wind turbine; every shock absorbing buoy is composed of, sequentially from top to bottom, an equipment cabin, a ballast tank and a heaving plate, the equipment cabin serves as the mechanical storage chambers of power generation of the wind turbine, the ballast tank enables the buoyantcenter of the overall structure to be higher than the center of gravity through ballast, and the heaving plate is used for greatly reducing structural heaving response; steel supports are connected between every two shock absorbing buoys as well as between every shock absorbing buoy and the central column; the lower ends of the three shock absorbing buoys are all connected to the damping pendulum. The structural stability enhancing floating wind turbine foundation is connected to the seafloor through a tension type mooring system, and the tension type mooring system is composed of a lower anchoring end and an upper mooring cable. The structural stability enhancing floating wind turbine foundation can resist complex marine cyclic dynamic load to maintain long-term stability of an upper wind turbine tower.
Owner:ZHEJIANG UNIV

Vertical spiral vibrating screen

InactiveCN102371246AImproved resistance to fatigue vibrationIncrease the range of motionSievingScreeningEngineeringFine powder
The invention discloses a vertical spiral vibrating screen capable of greatly increasing the area of a screen and lengthening the movement stroke of powder. The vertical spiral vibrating screen comprises a base, a screen arranged on the base through a plurality of supporting springs, a vibrating device connected with the lower end of the screen and positioned in the base, a bin arranged at the upper end of the screen and a feeding valve arranged in the bin. The screen comprises a shell, a middle upright post and a screen net. The shell is a cylinder provided with a cover plate and a bottom plate, and the lower part of the shell is provided with a fine powder feeding hole and a coarse powder feeding hole; the middle upright post is vertical to the center of the shell; and the screen net comprises a bottom screen net, a lateral screen net and a top plate, wherein the inner edge of the bottom screen net is fixed on the middle upright post and is downwards spiral around the middle upright post, the lateral screen net is arranged coaxial with the middle upright post and is downwards spiral around the middle upright post, the lower end of the lateral screen net is connected with the outer edge of the bottom screen net, and the inner edge of the top plate is fixed on the middle upright post and is downwards spiral around the middle upright post.
Owner:SHANGHAI JIANSHE LUQIAO MASCH CO LTD

Local reinforcing equipment and method for wind power generator unit foundation ring

The invention discloses local reinforcing equipment for a wind power generator unit foundation ring. The local reinforcing equipment comprises an original reinforced concrete foundation and a local reinforcing device. The local reinforcing device comprises a newly-poured reinforced concrete foundation, inner side steel clamping plate units and outer side steel clamping plate units. The multiple inner side steel clamping plate units are arranged on the inner wall of the upper portion of a foundation ring of the original reinforced concrete foundation in an annular mode, and the multiple outer side steel clamping plate units are arranged on the outer wall of the upper portion of the foundation ring in an annular mode; and the newly-poured reinforced concrete foundation is poured on the original reinforced concrete foundation. According to the local reinforcing equipment for the wind power generator unit foundation ring, loads which are borne by the foundation ring and generated by a draught fan in a running state are dispersedly transmitted through the inner side steel clamping plate units, the outer side steel clamping plate units, connecting steel bars, inner foundation negative bend steel bars and outer foundation negative bend steel bars, stress in the reinforced foundation ring is effectively reduced, fatigue damage to a draught fan foundation is reduced, and the service life period of the reinforced draught fan foundation is greatly prolonged. The invention further discloses a local reinforcing method for the wind power generator unit foundation ring.
Owner:HUNAN UNIV OF SCI & TECH

Organic clay rubber composite material for laminated rubber supporting seat and preparation process thereof

The invention belongs to the technical field of rubber, and discloses an organic clay rubber composite material for a laminated rubber supporting seat and a preparation process thereof. The organic clay rubber composite material is mainly characterized by adding organic clay, carbon black, a vulcanizing agent, an activating agent, an accelerating agent and an anti-aging agent to rubber.The organic clay rubber composite material for the laminated rubber supporting seat, which is provided by the invention, is prepared by adopting a mechanical blending intercalation method and substitutes reinforced carbon black or wholly substitutes low-cost reinforced materials, such as calcium powder and the like, by adopting an organic clay part; the laminated rubber supporting seat manufactured by using the organic clay rubber composite material can not only fundamentally solves the problems of potential quality safety hazards, namely incapable aging resistance, poor fatigue-resistant property, and the like, but also lowers the production cost, enhances the heat-resistant property, compression-resistant property and fatigue-resistant property of a rubber base body and keeps the higher breaking and tensile strength and breaking elongation of the rubber material.
Owner:HENGSHUI ZHONGTIEJIAN ENG RUBBER

Ocean platform wave removal icebreaking structure

The invention relates to an ocean platform wave removal icebreaking structure. The ocean platform wave removal icebreaking structure is characterized by comprising an upper cone ring, a middle cone ring and a lower cone ring, wherein the upper cone ring, the middle cone ring and the lower cone ring are sleeved on a pile leg of an ocean platform in sequence from top to bottom, the upper cone ring and the lower cone ring are respectively fixed with the pile leg in a welding mode, the inside of the middle cone ring is fixed with the pile leg in the welding mode through a plurality of supporting beams which are arranged in a spaced mode, the top of the middle cone ring is fixedly connected with the bottom of the upper cone body through a plurality of upper inclined angle prismatic bodies which are arranged in a spaced mode along the circumferential direction, the bottom of the middle cone ring is fixedly connected with the top of the lower cone ring through a plurality of lower inclined angle prismatic bodies which are arranged at intervals along the circumferential direction, an edge angle of each upper inclined angle prismatic body and an edge angle of each lower inclined angle prismatic body are both outside arranged, and the upper inclined angle prismatic bodies and the lower inclined angle prismatic bodies are symmetrical to the middle cone ring. The ocean platform wave removal icebreaking structure is low in manufacture and installation difficulty, can be widely applied in the process of ocean platform icebreaking, is particularly applicable to ocean platform structures which are large in diameters of pile legs, and are greatly influenced by wave load.
Owner:CHINA NAT OFFSHORE OIL CORP +1

Sea-crossing bridge pier anti-collision buffer device

The invention discloses a sea-crossing bridge pier anti-collision buffer device and belongs to the field of bridge safety protection. The device comprises a first anti-collision assembly. The first anti-collision assembly and a second anti-collision assembly are connected to a pier in a sleeving mode. The second anti-collision assembly is connected with the first anti-collision assembly through asteel rope; the first anti-collision assembly comprises a protective gasket connected to the outer side of the pier in a sleeving mode; a main ring sleeve is arranged on the outer side of the protective gasket; and a coaxial ring groove is formed in the inner wall surface of the main ring sleeve, two ring grooves are formed in the inner wall surface of the main ring sleeve, rotatable sliding steelrings are installed in the ring grooves and connected with the outer wall surface of the protective gasket through supporting pieces, the supporting pieces are arranged in a surrounding mode, and a first buoyancy air bag is arranged between the upper supporting piece and the lower supporting piece and surrounds the protective gasket. According to the device, a protection position can be adjustedalong with a water level, the piers in water can be protected at the same time, a ship movement direction can be changed during collision, graded collision is achieved, ship collision damage is reduced, and a radial impact force borne by skilled transition is decreased.
Owner:OCEAN RES CENT OF ZHOUSHAN ZHEJIANG UNIV
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