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166results about How to "Convenience constraints" patented technology

Multi-time-scale flexible load scheduling method for handling wind power uncertainties

The invention relates to a multi-time-scale flexible load scheduling method for handling wind power uncertainties. The method comprises the following steps: a scheduling center predicting a power system load and wind power generation on different time scales; the scheduling center establishing a wind power predication uncertainty model, making a thermal power/hydropower set scheduling plan and releasing power system operation information and flexible load scheduling need information; load agents, according to response characteristics of different types of flexible controllable loads, and based on a multi-agent technology, marking quotation models facilitating their own benefits for reporting to the scheduling center; the scheduling center, according to schedulable capabilities and quotation information reported by the load agents, carrying out optimization scheduling on schedulable load resources of the multiple load agents, and sending load adjusting instructions and final compensation prices to the load agents; and the load agents adjusting the electricity power of managed loads through an electricity price mechanism or a stimulation mechanism. According to the invention, the method enriches the scheduling modes for the wind power uncertainties and enhances the adjusting capability of a power network.
Owner:STATE GRID CORP OF CHINA +2

Shaped-steel concrete frame-steel supporting structure section-changeable conversion node

The invention is a variable section conversion node for profiled steel concrete framework-steel support structure, interconnecting in-pillar profiled steel, in-beam profiled steel, steel support, in-pillar reinforced concrete and in-beam reinforced concrete and pouring then into an organic whole, where the steel support is orthogonally connected with in-pillar an in-beam profiled steel flange plates by section conversion, the web of the in-beam profiled steel in the node connection position is converted into heightening variable section web and the top surface of the heightening variable section web is welded with widening variable section upper wing plate, the bottom surface of the heightening variable section web is welded with widening variable section lower wing plate; the shape of the steel support in the node connecting position is converted into structure of variable section node conversion region and two flange plates of the steel support in variable section conversion region are orthogonally connected with the in-pillar and in-beam profiled steel respectively. And the invention intensifies fore bearing performance of node regions of the profiled steel concrete framework-steel support structure and ability of cooperating of profiled steel and reinforced concrete.
Owner:BEIJING URBAN CONSTR DESIGN & DEV GRP CO +1

Requirement responding scheduling method for wind power uncertainty

The invention relates to a requirement responding scheduling method for wind power uncertainty. The method comprises a scheduling trading center predicts a benchmark load curve and a wind power generation curve and releases scheduling information to load agents; the load agents perform learning and decision making according to scheduling requirement information, system operation information and historical trading information and formulate bidding strategies and reports to strategies to the scheduling trading center; the scheduling trading center performs optimal scheduling on generation and consumption power resources with the lowest scheduling cost as the target after obtaining load agent bidding information and generator set calling cost information and sends scheduling instructions and final compensation price to the load agent and the generator set; the load agents adjust consumption power by means of electricity price adjusting and stimulation with the lowest scheduling cost as the target after obtaining final scheduling instructions. According to the method, an effective way is provided for wide-area distributed medium and small volume load resources to participate in system scheduling, the wind power volume load admitting capacity is improved, and the scheduling cost is reduced.
Owner:STATE GRID CORP OF CHINA +2

A wind-solar-water complementary power generation plan calculation method and system

The invention relates to the technical field of planning and design of power dispatching systems, in particular to a wind-light-water complementary power generation plan calculation method based on power grid structure and cascade hydropower station hydraulic connection coupling in a mutual compensation operation mode of water power generation, wind power generation and photovoltaic power generation. The method comprises the following steps: establishing a layered structure covering a basin hydropower station, a wind power and photovoltaic physical power station and a power supply set according to a power delivery channel of the wind power, photovoltaic and cascade hydropower stations in the basin; on the basis of the established power station and power supply layered structure, establishing a wind-light-water complementary scheduling model which comprehensively considers a power station sending-out channel in a drainage basin and hydraulic connection between hydropower stations; and solving the models according to a hierarchical coordination method to meet the requirements of the cascade hydropower station and basin wind power and photovoltaic power complementary power generationoperation and plan making oriented to power grid operation.
Owner:NANJING NARI GROUP CORP +3

Frame-supporting column with high strength steel bars and super high strength concrete

The invention relates to a reinforced concrete frame-supporting column, in particular to a frame-supporting column with high strength steel bars and super high strength concrete. The frame-supporting column overcomes defects that axial compression ratio limits of ordinary reinforced concrete frame-supporting columns and steel reinforced concrete frame-supporting columns are low, protective covers fall easily under earthquake force, longitudinal bars and steel flanges are easy to bend, the columns are difficult to repair after an earthquake, and high strength steel bars and super high strength concrete cannot be applied, and defects that node constructions of steel reinforced concrete and steel pipe concrete frame-supporting columns are complex, the steel pipe concrete frame-supporting columns do not constrain concrete fully, and steel pipes are easy to bend. The frame-supporting column comprises longitudinal high strength steel bars, high strength closed stirrups and self-compaction super high strength concrete; and constraints include that stirrup spacing of concrete protective covers in whole concrete ranges from 30mm to 35mm, outer surfaces are aligned to outer surfaces of concrete frame-supporting columns, and the stirrup spacing of longitudinal high strength steel bars is constrained to range from 60 mm to 120 mm. By aid of constraining of closely-matched high strength welding closed stirrups on the whole concrete, mechanical properties of super high strength concrete are improved, anti-seismic properties of the column are improved, and the frame-supporting column has a wide application prospect in high-rise or super high-rise structures.
Owner:贵州中建伟业建设(集团)有限责任公司

Credit evaluation method based on tax big data analysis

PendingCN110264343AReduce Redundant IndicatorsStandardize tax handling behaviorFinanceGuidelineWeight coefficient
The invention discloses a credit evaluation method based on tax big data analysis, and relates to the technical field of administrative management. Aiming to solve the problem of lagging of the existing tax payment credit evaluation, the method of the technical scheme comprises the steps of extracting and processing the tax data; performing the significant feature extraction on the evaluation subject of the tax data; analyzing the tax data, selecting and verifying the indexes, and scenarizing the extracted significant features; establishing an index system hierarchical structure based on the AHP; constructing a judgment matrix based on the hierarchical structure; calculating a normalized feature vector corresponding to the maximum feature value of the judgment matrix; calculating the weight of each index further, wherein each criterion and each index have a weight coefficient, and the sum of the weight coefficients of each layer is equal to 1; setting an initial value according to the influence degree of each index; and constructing and training a credit scoring model to obtain a new credit scoring model capable of directly outputting a scoring result. According to the invention, the taxpayer behaviors can be embodied through the credit scores more accurately and timely.
Owner:SHANDONG INSPUR COMML SYST CO LTD

Concrete restrained contraction ring crack resistance test device and test method

The invention discloses a concrete restrained contraction ring crack resistance test device and a test method. The device comprises a restrained contraction ring component, automatic maintenance equipment and an intelligent test and control system; the restrained contraction ring component comprises a bottom plate, a restrained contraction ring and an outer mould; an anti-arc mould is arranged on the inside surface of the outer mould; the automatic maintenance equipment comprises a maintenance box and a temperature/humidity automatic adjustment system; the maintenance box is formed by a first box body which is used for placing a concrete testing piece, and a second box body which is used for placing the temperature/humidity automatic adjustment system; and the intelligent test and control system comprises a plurality of micro strain sensors, a signal conditioning circuit module, a microprocessor and a computer. The method comprises the steps of: 1. forming, 2. maintaining, 3. assembling the crack resistance test device, and 4. carrying out a concrete testing piece crack resistance test in two different temperature/humidity change conditions. The concrete restrained contraction ring crack resistance test device is reasonable in design, convenient to use and operation, high in test precision and high in reliability, has the advantage of relatively scientifically evaluating the crack resistance of concrete and has high popularization and application values.
Owner:SINOHYRDO ENG BUREAU 3 CO LTD

Stable high-restraint high-frequency small-amplitude boundary local die operation method suitable for fusion reactor

The invention discloses a stable high-restraint high-frequency small-amplitude boundary local die operation method suitable for a fusion reactor. On the condition of optimized high inner resistance, high boundary safety factor, high polarized specific voltage and high triangulation, high plasma energy storage and high plasma core restraint are obtained, and small-amplitude high-frequency boundary local die is obtained. The high core restraint facilitates sustaining of high parameter of the plasma core part and facilitates realization of a fusion reaction. A high-frequency small-amplitude boundary local die facilitates settlement of a first wall transient heat load problem, and furthermore has relatively high particle eliminating capability, thereby preventing a plasma impurity core polymerization problem. The operation parameter interval which is required by the method is compatible with the operation interval of a future fusion reactor. Furthermore stable state operation of the plasma can be realized. The stable high-restraint high-frequency small-amplitude boundary local die operation method has low breakage risk, excellent robustness and high repeatability. The stable high-restraint high-frequency small-amplitude boundary local die operation method has a relatively ideal operation mode which may be used for the reactor grade.
Owner:HEFEI INSTITUTES OF PHYSICAL SCIENCE - CHINESE ACAD OF SCI

Method for manufacturing multi-layer hollow structure through closed section pipe blank

The invention discloses a method for manufacturing a multi-layer hollow structure through a closed section pipe blank and relates to a method for manufacturing the multi-layer hollow structure to solve the problems existing in an existing method for manufacturing the multi-layer hollow structure, improve the light weight degree of the multi-layer hollow structure and expand the application range of the multi-layer hollow structure. The method includes the main steps that firstly, structural design is conducted; secondly, technology design is conducted; thirdly, prefabricated blanks are prepared, wherein a skin blank and a core pipe blank are formed to the needed skin prefabricated blank and the needed core pipe prefabricated blank; fourthly, assembling is conducted, wherein the formed skin prefabricated blank and the formed core pipe prefabricated blank are assembled into a corresponding assembling structure according to design of the multi-layer hollow structure and a decomposing structure; and fifthly, connecting is conducted, wherein the obtained skin prefabricated blank and the obtained core pipe prefabricated blank in the assembling structure are mutually connected to form an integral connecting piece through a connecting method. The method is used for manufacturing of the multi-layer hollow structure.
Owner:HARBIN INST OF TECH

Skirt-type supporting device provided with embedded parts and used for reactor pressure vessel

The invention discloses a skirt-type supporting device provided with embedded parts and used for a reactor pressure vessel. The skirt-type supporting device comprises a skirt-type supporting base, the embedded parts and stopping blocks, the upper end of the skirt-type supporting base is connected with the reactor pressure vessel, the lower end of the skirt-type supporting base is fixed to the embedded parts, and the stopping blocks penetrate through the embedded parts to be embedded into a concrete foundation. According to the skirt-type supporting device provided with the embedded parts and used for the reactor pressure vessel, the skirt-type supporting base is arranged, the upper end of the skirt-type supporting base and the reactor pressure vessel are welded, the lower end of the skirt-type supporting base is fixed to the embedded parts at the bottom of a reactor through foundation bolts, the pressure vessel can be effectively supported and fixed, the outer surface of the reactor pressure vessel is exposed to the maximum degree, in-service inspection is conveniently carried out on the pressure vessel when the reactor runs, and the requirement for supporting the periphery of the pressure vessel is met.
Owner:NUCLEAR POWER INSTITUTE OF CHINA

Portable multifunctional flushing equipment for medical use in ophthalmology department

ActiveCN108433972AEasy to collect and placeEasy to carryBathing devicesEyelidReflux
The invention provides portable multifunctional flushing equipment for medical use in the ophthalmology department. The equipment includes a head fixing band, an eyelid supporting base structure, a portable box structure, an adjustable fixing base structure, a liquid spraying ball structure, an adjusting buckle, a blinder, a liquid outlet nozzle, a liquid return pipe, a liquid accumulation bottle,connection holes, a water spraying pipe, an adjusting valve, a three-way pipe and a connecting belt, wherein the head fixing band is connected to the outer side of the upper surface of the blinder through glue; the eyelid supporting base structure is connected to the middle of the inner side of the front surface of the blinder through glue. Through arrangement of a storage box, more convenience is provided for collecting and placing the flushing equipment, the equipment is convenient to carry, and the placement space is saved at the same time. Through arrangement of an upper eyelid supportingbase and a lower eyelid supporting base, the upper and lower eyelids are opened separately and conveniently, a user is prevented from winking, and it is ensured that cleaning operation is accuratelycarried out. Through arrangement of a U-shaped clamping base, the liquid accumulation bottle is fixed conveniently and prevented from shaking, and influence on reflux of liquid is avoided.
Owner:THE FIRST AFFILIATED HOSPITAL OF MEDICAL COLLEGE OF XIAN JIAOTONG UNIV
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