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124results about How to "Effective constraints" patented technology

Energy storage device with both capacitor and lithium ion battery characteristics and manufacturing method thereof

An energy storage device having both characteristics of super capacitor and lithium ion battery and manufacturing method thereof are provided. The invention adopts the mixture of anode material of lithium ion battery and electrode material of super capacitor or composite material as anode active substance, and uses the mixture of cathode material of the lithium ion battery and electrode material of the super capacitor or composite material as cathode active substance. In the electrode active substance, the electrode material of the lithium ion battery has a content of 20% to 95%; the electrode material of the super capacitor has a content of 5% to 80%. The electrode active substance is mixed with the bonder, conducting agent, additive and solvent etc to prepare slurry, then experience steps of coating, drying, roll forming, parting, so that the anode sheet and cathode sheet of the super capacitance battery are produced. By adopting multi-core winding parallel connection and the assembling technology of the winded wore parallel to the narrow arrangement, the anode sheet, the cathode sheet and the membrane are loaded in the battery shell and then welded, dried, dehydrated, and injected with electrolyte, then activated by electricity to obtain super capacitance battery with high energy density and high power density.
Owner:CENT SOUTH UNIV

Steel-reinforced concrete core column and manufacturing method thereof

The invention relates to a construction member, in particular to a steel-reinforced concrete core column and a manufacturing method thereof. The core column comprises steel tubes, steel plates and concrete; a plurality of steel tubes are arranged in the core column, and the steel tubes are connected through the steel plates; a plurality of longitudinal ribs are arranged at the peripheries of the steel tubes, and the longitudinal ribs are bound by stirrups; the concrete is poured in the steel tubes and gaps between the steel tubes and the longitudinal ribs; and concrete protective layers are arranged outside the longitudinal ribs. The method comprises the following steps: firstly, fixing the steel tubes at the cross points of longitudinal limbs and transverse limbs of the core column and in the end parts of the limbs, and welding the steel tubes together through the steel plates; arranging the longitudinal ribs, and binding and fixing the longitudinal ribs by the stirrups; arranging templates outside the longitudinal ribs; pouring the concrete in the steel tubes, curing the concrete to reach the compressive strength of the concrete, making the core column of the steel tubes bear the load firstly, and then pouring the concrete between the outsides of the steel tubes and the templates to form the concrete protective layers outside the longitudinal ribs so as to form an overlapped column; and removing the templates. The core column has the advantages of high bearing capacity, good stability and the like.
Owner:SHENYANG JIANZHU UNIVERSITY

Mean-line-based blade front and back edge fitting and section line smooth reconstruction method

The invention discloses a mean-line-based blade front and back edge fitting and section line smooth reconstruction method. The method is used for solving the technical problem that an existing method is poor in practicability. According to the technical scheme, on the basis of a fitting problem of front and back edge measuring points, a restrained least square fitting method is built for fitting of front and back edges meeting the design requirement. Different from unrestraint least square method front and back edge fitting, the method adopts a mean line as constraint conditions for front and back edge fitting, the restrained least square method is built, a Gauss-Newton method is used for iterative solving, finally, a fitting front and back edge curve approximating the designed front and back edges is obtained, front edge radius errors are lowered to 0.007% from original 0.670%, and the back edge radius errors are lowered to 0.062% from original 1.018%. The fitting front and back edge and the blade back and blade basin achieve smooth connection, and the smooth section line curve is built. The method has the advantages of being high in calculation precision, high in convergence rate and effective in constraint.
Owner:NORTHWESTERN POLYTECHNICAL UNIV

Model training method, image segmentation method, devices, electronic equipment and medium

The embodiment of the invention discloses an image segmentation model training method and device, an image segmentation method and device, electronic equipment and a medium. According to one specificembodiment of the invention, the method comprises the steps that: a training sample is selected from a training sample set, wherein the training sample comprises a sample image and a label of the sample image, wherein the label comprises a segmentation result of the sample image and contour information of the sample image; the sample image of the selected training sample is inputted into an imagesegmentation model, so that an actual segmentation result and actual contour information can be obtained; the difference between the actual segmentation result and the segmentation result in the labelis determined based on a preset loss function, so that a first loss value is obtained; based on the loss function, the difference between the actual contour information and the contour information inthe label is determined, so that a second loss value is obtained; and in response to determining that the image segmentation model is not trained completely, parameters of the image segmentation model are adjusted based on the first loss value and the second loss value. With the method of the embodiment adopted, the accuracy of the model segmentation result is improved.
Owner:BEIJING ZITIAO NETWORK TECH CO LTD

Demand side response control method based on supply and demand side time interval electricity ratio

The invention discloses a demand side response control method based on a supply and demand side time interval electricity ratio and belongs to the demand side response control technology field. The method comprises steps that firstly, an available electricity transaction plan interval is divided into multiple time intervals according to a demand side response control period, and available electricity of each time interval is calculated according to an available electricity transaction plan curve; secondly, a smallest variance of ratios of required electricity of each time interval of the available electricity transaction plan interval to available electricity is taken as a target function, for taking regard of constraints that total electricity demand in the available electricity transaction plan interval is basically unchanged and required electricity difference of adjacent time intervals is smaller than controllable electricity in the demand side response control period, an optimization calculation model of required electricity of each time interval is established, and a non-linear plan method is employed to calculate required electricity of each time interval; and lastly, a ratio of required electricity of each time interval of the available electricity transaction plan interval to the demand side response control period is taken as a demand side response active control target, and good interaction between demand side response control and an available electricity transaction plan can be realized.
Owner:SOUTHEAST UNIV

Electro beam ejection restraint method and device under strong magnetic field

The invention discloses an electro beam ejection restraint method and device under a strong magnetic field. The method comprises the following steps: an electric field is additionally arranged in a magnetic field and forms a potential trap configuration along the direction of the magnetic field, a drifting field is formed in a direction vertical to the magnetic field, and in the potential trap, an electro beam does reciprocating movement along the direction of a magnetic line under the action of electric field force component, and traverses the magnetic line at drifting speed of the electric field in direction vertical to the magnetic line. The device comprises a cathode plate, an anode plate, a cathode, and a first and second trap pole plate. In the method, through restraint of the potential trap, the electron beam is restrained effectively in a direction parallel to the magnetic field and traverses the magnetic field at the drifting speed of the electric field. For the device, after the cathode generates the electro beam, the electron beam is well restrained in a direction parallel to the magnetic field and traverses the magnetic without drift along the magnetic line and influence on the original magnetic field configuration, so that the ejection efficiency is high, and the process is simply and feasibly realized.
Owner:HUAZHONG UNIV OF SCI & TECH

General railway technology operation confirmation and information reporting display system and method

ActiveCN110263049ASolve complexitySolve the confusion of reporting contentDatabase updatingText processingOperational systemComputer module
The invention discloses a general railway technology operation confirmation and information reporting display system and method, and relates to an information reporting display system and method, and the system comprises a database management module, a main control module, a system interface module, a simulation operation system, an operation display system, and an electronic wire occupation board system. The database management module is used for recording and storing all railway operation information by utilizing a database and updating data in real time; the simulation operation system is used for completing simulation operation of each operation; the electronic line occupation board system provides dynamic display of sub-pages, a main station yard graph is formed through pre-input data, and the main graph of the electronic line occupation board is changed through data change in later-stage manufacturing. The work display system is used for displaying the arrangement position of work. According to the invention, the problems of complex message reporting, disordered reporting content and difficult recording can be solved, the railway operation and information reporting efficiency can be improved, the safety of the production operation can be ensured, the universalization of the electronic wire occupation board is realized, and the popularization and application are easy.
Owner:LIUZHOU RAILWAY VOCATIONAL TECHN COLLEGE

Improvements to multi-hull vessel suspension geometry

A hull locating arrangement for a multi-hulled vessel having a body at least partially suspended above at least a first and a second hull by support components is disclosed. The hull locating arrangement comprises, for a hull, a first locating linkage and a second locating linkage to together constrain the hull in the lateral, longitudinal, roll and yaw directions relative to the body. The first and second locating linkages are longitudinally spaced, and the first locating linkage includes a first part and a second part, one of the parts of the first locating linkage being pivotally connected to the body about a body end pivot axis, and the other of the parts being pivotally connected to the hull about a hull end pivot axis. The first locating linkage is also arranged to permit relative motion between the first and second parts along at least one sliding axis to thereby permit the first locating linkage to vary in length between the body end pivot axis and the hull end pivot axis. The support components include a first support component adjacent the first locating linkage, the first support component including a first support element providing a support force supporting a portion of the body above the first hull. The support force of the first support element has a line of action that is within thirty degrees of parallel to a first linkage plane extending through the body end pivot axis and the hull end pivot axis.
Owner:NAUTI CRAFT PTY LTD

Supporting pier system of FLNG upper module

ActiveCN106122766AReduce the impactImprove operating efficiency factor and safety factorVessel mounting detailsWaterborne vesselsSafety coefficientEngineering
The invention discloses a supporting pier system of an FLNG upper module. The supporting pier system comprises a first supporting pier body, a second supporting pier body, a third supporting pier body and a fourth supporting pier body which are arranged on four angular points of the bottom of the upper module; the first supporting pier body and the fourth supporting pier body are arranged in a diagonal manner; the upper surface of one supporting pier body is in sliding contact with a supporting post of the upper module; the upper surface of the other supporting pier body is fixedly connected with the supporting post of the upper module; the second supporting pier body and the third supporting pier body are arranged in the diagonal manner; the upper surface of one supporting pier body is in sliding contact with the supporting post of the upper module, and is equipped with a baffle plate for limiting the upper module from moving in a boat breadth direction; and the upper surface of the other supporting pier body is in sliding contact with the supporting post of the upper mould, and is equipped with a baffle plate for limiting the upper module from moving in a boat length direction. According to the supporting pier system disclosed by the invention, a relative limiting layout mode is adopted, so that influences, on the module, of boat motion can be greatly reduced, and an integral operation efficiency coefficient and a safety coefficient of the FNLG are improved.
Owner:CNOOC ENERGY TECH & SERVICES

Prefabricated hollow interlayer concrete-filled steel tube member and preparation method thereof

The invention discloses a prefabricated hollow interlayer concrete-filled steel tube member and a preparation method thereof. The prefabricated hollow interlayer concrete-filled steel tube member comprises an inner steel tube and an outer steel tube which are concentrically arranged, concrete is poured between the inner steel tube and the outer steel tube, a plurality of angle steel ribbed stiffeners which are evenly distributed around the axis on the external wall of the inner steel tube, the angle steel ribbed stiffeners are surrounded by a reinforcing mesh which is arranged in concentricitywith the inner steel tube, a sleeve which is not connected to the ends of the outer steel tube and beam-column joints is arranged along the length of the surface on the outside of the outer steel tube, and a prestressed ferrule is arranged at the end of the sleeve. According to the invention, because the bending rigidity of the prefabricated hollow interlayer concrete-filled steel tube member ishigh under the condition of the same weight after the section is spread, under the condition of high bending moment, the mechanical properties of the material can be better exerted, the bearing capability is high, the prefabricated hollow interlayer concrete-filled steel tube member has good plasticity, toughness and fire resistance, the speed of construction can be increased, the period of construction can be shortened, and economic benefit can be increasedimproved.
Owner:CENT SOUTH UNIV

Curtain wall connecting structure with unaligned roof and floor deformation joint

InactiveCN103643757ASolve the fragileSimple structure calculationWallsBuilding insulationsStructural engineering
The invention relates to a curtain wall connecting structure with an unaligned roof and a floor deformation joint. The curtain wall connecting structure comprises a curtain wall arranged on a main building structure, wherein a curtain wall deformation joint is reserved at the place where the curtain wall corresponds to the floor deformation joint, and the width of the curtain wall deformation joint is consistent with that of the main building structure; a curtain wall deformation joint is reserved at the place where the curtain wall corresponds to a roof deformation joint, and the width of the curtain wall deformation joint is not less than the maximum inter-story displacement of the main building structure; the roof is connected with a roof support ear plate which is movably connected with a connecting plate; the curtain wall is connected with a curtain wall support ear plate which is movably connected with a connecting plate; the connecting plates are movably connected mutually by a stay bar. The invention can prevent the curtain wall system from being destroyed due to the vertical deformation of the roof, and can also prevent the curtain wall unit between the roof and the floor deformation joint from being destroyed due to the inconsistent deformation of the main structure unit on both sides of the deformation joint.
Owner:CITIC GENERAL INST OF ARCHITECTURAL DESIGN & RES
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