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99 results about "Structure Collapse" patented technology

Failure in built environment with loss of functional integrity.

Lithium ion battery positive electrode material with ultrahigh energy density and preparation method of lithium ion battery positive electrode material with ultrahigh energy density

The invention belongs to the field of lithium ion batteries, provides a lithium ion battery positive electrode material with ultrahigh energy density, and aims to overcome the defects that nickel cobalt lithium manganite is poor in electrochemical performance and low in specific capacity and energy density. A molecular expression of the lithium ion battery positive electrode material is Li(Ni0.6Co0.2Mn0.2)1-xAlxO2-yFy, wherein x is greater than 0, and y is smaller than or equal to 0.05; a small amount of aluminum element replaces part of nickel element, and a fluorine element partially replaces an oxygen element, so that an internal structure of the material is stabilized, and structure collapse under a high-proportion lithium-removing state is inhibited; by co-doping aluminum with fluorine, specific discharge capacity and comprehensive electrochemical properties of the material are greatly improved; energy density is remarkably improved; besides, according to the lithium ion battery positive electrode material disclosed by the invention, a precursor material of which nickel elements are gradually distributed is prepared by adopting a gradient coprecipitation method; the concentration of the precursor material is gradually increased from inside to outside, so that the specific discharge capacity of the positive electrode material is favorably improved; a prepared product is high in purity, high in chemical uniformity and high in crystallization quality; products are small in particles, uniform in distribution, excellent in electrochemical performance and lower in manufacturing cost.
Owner:UNIV OF ELECTRONICS SCI & TECH OF CHINA

Cathode material for high voltage lithium battery

The present invention advantageously provides a high-voltage lithium battery cathode material and its general formula for the composition of the high-voltage lithium battery cathode material presented in this invention: €ƒ€ƒ€ƒ€ƒ€ƒ€ƒ€ƒ€ƒLiMn 1.5 Ni 0 . 5-X M X O 4 Of which: 0 <X ‰¤ 0.2, M represents one or several elements comprised by copper, zinc, magnesium, aluminum, cadmium, zirconium, and titanium. The present invention relates to a high-voltage lithium battery cathode material, which utilizes the liquid-phase co-precipitation method to dope transition metal elements, so that all elements could be mixed at the atomic level and obtain a relatively uniform product, stabilizing the crystal structure, avoiding the capacity attenuation caused by structure collapse in the material cyclic process; in addition, this invention has also increased the conductivity, improved the capacity of 5V platform, thereby avoiding the substantial damage to the battery system resulted from the decomposition of the electrolyte. Thus, a newly high-voltage lithium battery cathode material featured with good electrochemical properties and cycle performance has been proposed in the present invention; moreover, the utilization of liquid-phase co-precipitation has the advantages of simple synthesis method, convenient operation process, easier to control, high yield coefficient, low energy consumption, and easy-to-industrial production.
Owner:RISESUN MENGGULI NEW ENERGY SCIENCE & TECHNOLOGY CO LTD

Method for butting and synchronously unloading segments of steel truss structure in air

ActiveCN107143145ASolve problems that are difficult to control qualityRelease local internal forceBuilding material handlingShoresEngineeringStructure Collapse
The invention discloses a method for butting and synchronously unloading segments of a steel truss structure in the air. The method comprises the following steps: (1) manufacturing and mounting a temporary supporting frame; (2) manufacturing and mounting an operating platform; (3) manufacturing and mounting a scaffold; (4) hoisting a truss in position; (5) butting truss segments in the air and permanently fixing; (6) enabling a jack to be in position; (7) mounting a first U-shaped sleeve groove; (8) removing the scaffold, and mounting a lower bearing beam; (9) mounting a second U-shaped sleeve groove; (10) mounting a limiting steel pin rod and a limiting plate; and (11) unloading step by step. The method disclosed by the invention has the advantages that the problem that the quality is difficult to control when a long-span plane truss adopts a segmental mounting method is effectively solved, an unloading process is steady and controllable, the phenomena that the original structure produces larger deflection, local rod pieces are over-stressed, node connection is destroyed and even structure collapse is caused due to an improper unloading scheme can be avoided, and synchronous unloading of the truss structure is realized.
Owner:浙江中南绿建科技集团有限公司

High-voltage lithium battery cathode material

The present invention advantageously provides a high-voltage lithium battery cathode material and its general formula for the composition of the high-voltage lithium battery cathode material presented in this invention:
LiMn1.5Ni0.5-XMXO4
Of which: 0<X≦0.2, M represents one or several elements comprised by copper, zinc, magnesium, aluminum, cadmium, zirconium, and titanium.
The present invention relates to a high-voltage lithium battery cathode material, which utilizes the liquid-phase co-precipitation method to dope transition metal elements, so that all elements could be mixed at the atomic level and obtain a relatively uniform product, stabilizing the crystal structure, avoiding the capacity attenuation caused by structure collapse in the material cyclic process; in addition, this invention has also increased the conductivity, improved the capacity of 5 V platform, thereby avoiding the substantial damage to the battery system resulted from the decomposition of the electrolyte. Thus, a newly high-voltage lithium battery cathode material featured with good electrochemical properties and cycle performance has been proposed in the present invention; moreover, the utilization of liquid-phase co-precipitation has the advantages of simple synthesis method, convenient operation process, easier to control, high yield coefficient, low energy consumption, and easy-to-industrial production.
Owner:CITIC GUOAN MENGGULI NEW ENERGY TECH

Outer-square and inner-circular steel pipe double-sleeve splicing joint and construction method thereof

InactiveCN107514061ATroubleshoot technical issues with structural collapseImprove vertical load carrying capacityBuilding constructionsStructure CollapseVertical load
The invention relates to the technical field of building steel structure construction, in particular to an outer-square and inner-circular steel pipe double-sleeve splicing joint and a construction method thereof. The outer-square and inner-circular steel pipe double-sleeve splicing joint comprises an upper-section square steel pipe column, a lower-section square steel pipe column, an upper-section circular steel pipe column and a lower-section circular steel pipe column. The square steel pipe columns comprise the upper-section square steel pipe column and the lower-section square steel pipe column, and the circular steel pipe columns comprise the upper-section circular steel pipe column and the lower-section circular steel pipe column. The joint further comprises a square outer sleeve connected between the upper-section square steel pipe column and the lower-section square steel pipe column, a circular inner sleeve connected between the upper-section circular steel pipe column and the lower-section circular steel pipe column and a long bolt. According to the outer-square and inner-circular steel pipe double-sleeve splicing joint and the construction method thereof, the problems that as for an existing outer-square and inner-circular steel pipe core cylinder joint connecting mode, on-site construction operation is inconvenient, connecting components are complex in design and construction, the rigidity of a joint is insufficient, and how a current core cylinder joint is spliced through sleeves is not determined are solved; and the technical problem that when the vertical load of a column is over large, a bolt fractures, and thus a structure collapses is solved.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Three-dimensional network adhesive for secondary battery and preparation method thereof, negative electrode slurry and negative electrode material

The invention discloses a three-dimensional network adhesive for a secondary battery and a preparation method thereof, a negative electrode slurry and a negative electrode material. The adhesive is apolyacrylic acid-polyethylene glycol hydrogel polymeric adhesive having a three-dimensional network structure; the three-dimensional network structure is stable and has excellent mechanical properties, so that the irreversible slip does not occur between a polymer molecular chain and active particles when the three-dimensional network structure is applied to the battery, and the stress generated by the volume expansion of the active material can be effectively borne. In the preparation method of the three-dimensional network adhesive, the raw materials are easy to obtain, the cost is low, andthe repeatability is good, therefore, the preparation method of the three-dimensional network adhesive can be widely applied in actual production; by using the negative electrode slurry and the negative electrode material prepared through the adhesive, the problem of material powdering and electrode structure collapse due to volume expansion and contraction of the active material in the battery electrode during charging and discharging processes is solved; therefore, the capacity attenuation of the battery is relieved, and the cycle stability of the battery is improved.
Owner:XI AN JIAOTONG UNIV

Method for carrying out settlement of underground wall structure by means of high-pressure water guns

The invention discloses a method for carrying out settlement of an underground wall structure by means of high-pressure water guns. The method for carrying out the settlement of the underground wall structure by means of the high-pressure water guns comprises the following steps that (a) a field is leveled, and setting-out is conducted for positioning; (b) the underground wall structure is poured in place; (c) a total station is installed; (d) pre-preparation for the settlement of the underground wall structure is conducted; (e) the high-pressure water guns are arranged; (f) settlement of the first stage of the underground wall structure is conducted by means of the high-pressure water guns; (g) the second stage of the underground wall structure is poured in place; and (h) the underground wall structure is reinforced through grouting. According to the method for carrying out the settlement of the underground wall structure by means of the high-pressure water guns, an annular slurry groove is formed in the periphery of the underground wall structure, so that a soil body supporting the underground wall structure collapses in order, and accordingly the underground wall structure sinks slowly under the action of the self-weight, and construction of an underground building wall and a building enclosure is achieved; the method for carrying out the settlement of the underground wall structure by means of the high-pressure water guns has the advantages of being high in construction speed and high in working efficiency.
Owner:冯克俊

Method and device for testing structural collapse response of ship hull girder under waves

ActiveCN106768853AConforms to nonlinear ultimate strength characteristicsFacilitate the study of structural failure mechanismsHydrodynamic testingRotational deformationMarine engineering
The invention discloses a method and a device for testing the structural collapse response of a ship hull girder under waves. The device comprises a buckling hinge and a ship hull model, wherein the ship hull model is divided into two ship hull sections from the middle part; the two ship hull sections are hinged together, thus being capable of making relative rotation along the vertical direction; the buckling hinge comprises an upper hinge piece, a lower hinge piece and two ship hull connecting plates; the upper hinge piece and the lower hinge piece are long-strip-shaped sheet metals, and the thickness and width of the upper hinge piece are smaller than those of the lower hinge piece; the upper hinge piece and the lower hinge piece are parallel to a waterline plane of the ship hull model, and the two ends of the upper hinge piece and the lower hinge piece are respectively and fixedly connected with the two ship hull connecting plates; the two ship hull connecting plates are respectively and fixedly connected with the two ship hull sections. The method adopts the device for testing the structural collapse response for testing; two wireless inclinometers are used for recording the longitudinal inclination motions of the ship hull sections in real time, so that the rotational deformation of the buckling hinge in the middle of a test model under the condition of different wave heights can be obtained.
Owner:WUHAN UNIV OF TECH

Carbon three-dimensional structural electrode of secondary battery and preparation method and application of carbon three-dimensional structural electrode

The invention provides a carbon three-dimensional structural electrode and a preparation method and application thereof. When the carbon three-dimensional structural electrode provided by the invention is adopted as an anode of a battery, active metal is deposited on or dissolved out of a carbon material three-dimensional skeleton, corresponding metallic dendrites are not generated, and the phenomenon that the dendrites puncture an electrolyte and consequently the battery is subjected to short circuit is avoided; rich holes in the three-dimensional electrode can accommodate the active metal deposited on a skeleton electrode and volume-expanded active metal, and the problems that the electrode structure collapses due to dissolving out of the active metal, consequently the size and shape ofthe battery are changed, the cycle life is shortened, and energy density is decreased are avoided through the rigid structure of the three-dimensional skeleton; and a carbon material can provide a space or a channel for embedding and stripping metal ions, and the storage capacity of the battery is increased. When the carbon three-dimensional structural electrode provided by the invention is used as the anode of the battery, the original assembly process of the battery does not need to be changed.
Owner:INST OF PHYSICS - CHINESE ACAD OF SCI

Coverage type karst collapse simulation test device and operation method thereof

ActiveCN111122830AMeet the simulation test requirementsEasy to operateEarth material testingCoverage TypeKarst
The invention discloses a coverage type karst collapse simulation test device and an operation method thereof. The problems that in the prior art, an opening of a karst structure cannot be adjusted, the interaction mode and the influence rule of multi-structure collapse are difficult to analyze, and operation is complex are solved. The catastrophe evolution process of covered karst surface collapse can be effectively simulated, and meanwhile, key influence factors such as the size, number and position of karst structures, the thickness of a covered soil layer and underground water level changecan be conveniently adjusted. According to the technical scheme, the device comprises a water level control box and a collapse simulation box, wherein an overflow device for adjusting the water levelin the water level control box is mounted on one side of the water level control box; the collapse simulation box is used for filling a soil body, a plurality of karst structure openings are formed in the bottom of the collapse simulation box in the length direction at equal intervals, and control valves used for adjusting the sizes of the openings are installed on the karst structure openings; wherein the water level control box is connected with the karst structure opening through a water passing pipeline, and the water passing pipeline can supply water to the collapse simulation box.
Owner:山东大学(齐河)新材料与智能装备研究院 +1

Method for increasing energy density of lithium ion battery and prolonging cycle life of lithium ion battery

The invention relates to the field of lithium ion batteries, in particular to a high-energy lithium ion phosphate battery, and aims at providing a method for increasing the capacity of a lithium ion phosphate battery, actually achieving the gram capacity of a lithium ion phosphate cathode material, enabling the capacity not to be reduced in the cyclic process, increasing the energy density of the lithium ion phosphate battery and prolonging the cycle life of the lithium ion phosphate battery. In the manufacturing process of the lithium ion battery, an active lithium material is added and supplemented into an active cathode material to form a mixed material, the gram capacity of the mixed material is improved, and the effective active lithium amount supplied by the supplemented active lithium material accounts for 1%-25% of the active lithium amount of the anode capacity; the supplemented active lithium material needs to be subjected to lithium removal, and the structure collapses after lithium removal, that is to say, the initial charge cut-off voltage is set as the voltage needed when the material is completely subjected to lithium removal until the material is in an irreversible state. The method has the advantages of being simple in process, convenient to operate and the like.
Owner:桐乡市众胜能源科技有限公司

Preparation method of chitosan-based medicine-carrying flexible sponge

The invention discloses a preparation method of chitosan-based medicine-carrying flexible sponge. The method comprises the following steps: taking chitosan as raw material, dropwisely adding a precipitant sodium hydroxide to obtain chitosan gel precipitate in the process of continuously stirring an acetic acid solution of chitosan, centrifugally cleaning the chitosan gel precipitate, and then mixing the chitosan gel precipitate with a cross-linking agent of oxidizing carboxymethyl cellulose, a plasticizer glycerol and an antibacterial drug tetracycline hydrochloride, and freeze-drying the castfilm to obtain the medicine-carrying flexible sponge body. According to the invention, the chitosan gel precipitate prepared by acid-base titration is used for preparing the sponge body, and the stability of the sponge obtained by freeze-drying is good, and the structure is not damaged when swelling is caused, and one-step molding is carried out, and the structure collapse caused by alkali washing and secondary freeze-drying is avoided, and because of the one-step molding, the chitosan-based medicine-carrying flexible sponge is convenient to carry medicine. According to the invention, glycerol is added as a plasticizer, so that the sponge is soft and elastic. The method has the advantages of short process period, simple and convenient process, low cost and suitability for commercial production.
Owner:NANJING UNIV OF SCI & TECH

High-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure

The invention discloses a high-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure. The high-speed train station concrete-filled steel tube column-steelreinforced concrete beam node structure comprises a concrete-filled steel tube column, a steel reinforced concrete beam and a ring beam and is characterized in that the concrete-filled steel tube column comprises an upper concrete-filled steel tube column, a lower concrete-filled steel tube column and a concrete-filled steel tube node column, and a cross plate and an eight-section plate are arranged in the bottom area of the upper concrete-filled steel tube column; an outer ring plate is arranged on the outer wall of the concrete-filled steel tube node column, and the upper flange and the lower flange of the steel reinforced concrete beam are in butt joint with the outer ring plate; the web of the steel reinforced concrete beam is connected with the concrete-filled steel tube node column;an inner ring plate, an inner partition and an inner rib plate are arranged in the concrete-filled steel tube node column. The node structure has the advantages that by the inner ring plate, the inner partition and the inner rib plate, axial force, transmitting to the upper column, in the column and shear force, transmitting to a frame girder, in the beam can be reduced effectively; after structural column stability loss, the inner ring plate, the inner partition and the inner rib plate can effectively transmit the axial force and bending moment in the beam, and structure collapse resistanceis increased effectively.
Owner:SOUTHWEST JIAOTONG UNIV
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