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32 results about "Boundary change" patented technology

Legal boundary changes are changes to incorporated place boundaries resulting from a legal action such as an annexation or deannexation/detachment. The annexation data do not include boundary corrections that were not implemented by a legal action.

Measuring method of linear module cable force after pull cable anchoring based on magnetic flux method correction

The invention provides a measuring method of linear module cable force after pull cable anchoring based on magnetic flux method correction, and belongs to the technical field of civil engineering. According to the method, the second-stage or multi-stage cable force of the pull cable to be measured is recorded in the bridge cable adjustment construction; the vibration frequency of the pull cable in each order at the corresponding stress level is tested, so that the coefficient of the linear module of each order of the pull cable is recognized to determine the linear model of each order before the pull cable anchoring; the cable force value after the anchoring is recognized by the magnetic flux method; the linear module of each order before the anchor cable anchoring is corrected through the corresponding relationship between the cable force of the pull cable after the anchoring and the self vibration frequency in each order; the linear model after the cable anchoring is obtained. In the bridge operation stage, the linear module after the anchoring is used for recognizing the cable force of the pull cable to be measured. The method provided by the invention has the advantages that the high-precision cable force estimation value of the pull cable after the anchoring can be obtained; the problem that in a conventional method, the influences of the pull cable anchoring loss and the boundary change before and after the anchoring on the cable force of the pull cable cannot be accurately recognized is solved; the estimation precision of the cable force after the cable anchoring in the practical engineering is improved.
Owner:哈尔滨开博科技有限公司

Method for measuring deformation of geotechnical sample through photogrammetry

The invention relates to a method for measuring the deformation of a geotechnical sample through photogrammetry. According to the method of the invention, as for a geotechnical test for measuring thedeformation property of a soil body by using air as a medium, an industrial camera can be arranged at a certain distance from the main deformation surface of a soil sample before the test so as to record the change process of the soil sample; obtained photos are imported into image processing software; the software can extract the contour of the soil sample from the photos through color comparison, and obtain the pixel value of an area occupied by the soil sample before the change of the soil sample and the pixel value of an area occupied by the soil sample after the change of the soil sample;and therefore, the deformation amount of the boundary change of the soil sample is calculated; and the height or area of the deformed soil sample can be obtained through conversion calculation. A modern close-range photogrammetry technology is applied to a geotechnical test, and therefore, the deformation of the soil sample can be measured more accurately, and the efficiency of basic testers andthe accuracy of test data can be improved.
Owner:CHINA THREE GORGES UNIV

Method for determining the temperature boundary of a bottom layer in soil hydrothermal coupling simulation

ActiveCN109871618ASolve the problem of large temperature boundary changesReduce the amount of settingsSpecial data processing applicationsSoil scienceTemporal change
The invention discloses a method for determining the temperature boundary of a bottom layer in soil hydrothermal coupling simulation, and relates to the technical field of water circulation in cold regions. According to the method, the influence of air temperature on the bottom soil temperature is considered, and after the soil temperature boundary changing along with time is adopted, the method can be suitable for simulating the soil temperature when the temperature of the bottom layer changes greatly along with time; The change of the bottom temperature of the calculation layer along with the temperature and the upper temperature is fully considered, and the calculation accuracy of hydrothermal coupling calculation is improved. Furthermore, soil temperature boundaries are set according to the calculation units; The method can be suitable for basin hydrological models of various scales, calculation boundaries can be specifically set according to soil temperatures of different basins of various regions, the problem that in an original hydrological model, changes of temperature boundaries of bottom layers in partitions are large can be effectively solved, and the calculation precision is improved while the parameter setting amount is reduced.
Owner:CHINA INST OF WATER RESOURCES & HYDROPOWER RES +1

Vibration response calculation method of base casing of steam turbine generator

ActiveCN105486400AOn-site operating status complies withThe calculation results meet theSubsonic/sonic/ultrasonic wave measurementBoundary changeEngineering
The invention provides a vibration response calculation method of a base casing of a steam turbine generator. Casing side parts of a generator base is equivalent to a beam piece and concentrated weight combination according to the weight and structural rigidity; base feet are connected with a base plate, and elastic elements of different connection rigidities are obtained by simulating four-corner bottom load distribution data of the base; concrete foundation of the steam turbine generator is equivalent to a 3D model taking a beam unit as the principle, and the concrete foundation and the base casing form a substructure model; the base casing, the basic substructure model and a generator rotor system are rigid damping connection via bearing dynamic oil films. According to the invention, influence of factors ,including the rotor entity structure, the force of the bearing dynamic oil films, bearing boundary change of the base plate load distribution of the generator base and vibration of the basic structure, on the vibration frequency and response of the generator base casing is taken into consideration completely, and an analysis model which satisfies the practical operation state more is provided for calculating vibration characteristics of the base casing of the steam turbine generator.
Owner:SHANGHAI POWER EQUIP RES INST +1

Topology Optimization Design Method Based on Constraint Equation for Solid Weight Pressure Load

ActiveCN103217906BOptimizing result performanceImprove optimization result performanceAdaptive controlBoundary changeTopology optimization
The invention discloses a topological optimization design method under a solid weight pressure load and based on a constraint equation, and the topological optimization design method is used for solving the technical problem that an existing topological optimization design method under the solid weight pressure load is poor in performance of an optimization result. According to the technical scheme, a displacement constraint equation is introduced into a boundary which makes contact with a load, and points on the boundary which makes contact with the load and the degree of freedom in the same direction as the load are constrained and designed to be equal. As a result, even if materials on the boundary change in a topological optimization process, the size and the direction of a pressure load can be kept unchanged due to the fact that all nodes on a contact surface and the degree of freedom in the same direction as the load are constrained to be equal, and the performance of the optimization result of an optimization model is improved. When the topological optimization design method is used for an optimization design, the flexibility of a supporting structure after optimization is 0.0648mJ; when a method in a document 2 is used, the contact surface of the load is defined as a non-design region, and the flexibility of the supporting structure after the optimization is 0.0967mJ; and detection proves that the performance of the optimization result obtained through the topological optimization design method is better.
Owner:NORTHWESTERN POLYTECHNICAL UNIV

Improved Hele-Shaw box and two-phase fluid density difference convective mixing experimental system formed by improved Hele-Shaw box

ActiveCN106996857AThe experimental system is simpleFacilitate subsequent calculation and analysisHydrodynamic testingTransportation and packagingBoundary changeRotary switch
The invention discloses an improved Hele-Shaw box and a two-phase fluid density difference convective mixing experimental system formed by the improved Hele-Shaw box. The experimental system comprises a CCD camera, the improved vertical type Hele-Shaw box, and an area light source. By adopting the improved vertical type Hele-Shaw box, a lower layer fluid space sealed by a rotary switch is filled with small density fluid, and an upper layer fluid space is filled with large density fluid. The CCD camera, the improved vertical type Hele-Shaw box, and the area light source are disposed in a camera bellows. The rotary switch is used to rotate a rotating shaft arc surface to a gap between two layers of parallel light-transmitting materials to seal lower layer fluid. The large density fluid is disposed in the upper part of the Hele-Shaw box in a filled manner. The switch is opened, and the upper layer fluid and the lower layer fluid are contacted with each other, and a convective mixing experiment caused by a fluid-fluid two-phase fluid density difference is started, and at the same time, the CCD camera starts to shoot the images of the two-phase liquid convective mixing process. The experimental system has advantages of simple structure, convenient operation, accurate timing, and applicability in subsequent researching of interphase boundary changing, fingering generation development time, fingering numbers and other characteristic parameters during convective mixing process.
Owner:DALIAN UNIV OF TECH

Application of supply chain unit cell or cell group or boundary conservation of value and quantity to computer management system

The invention is a computer management system in application of Supply Chain Unit Cell or Cell Group or Boundary Conservation of Value and Quantity, which is a pioneer invention that has never been made known to the public up to this date. The following mathematical management logic model of supply Chain Boundary Conservation of Value and Quantity is utilized to perform the management of Supply Chain Boundary Change of Quantity or Value: ∑i=1i=m⁢ ⁢INPUTi+∑i=1i=n⁢ ⁢UCi+∑i=1i=n⁢ ⁢ADJi⁢ .or⁢.MCi=∑i=1i=p⁢ ⁢OUTPUTi+∑i=1i=n⁢ ⁢UCi′The invention is specifically appropriate to apply to the supply chain management system concerning any change of quantity or value of raw material, semi-products as well as finished goods etc. It can also be used among the electronic business computer systems in various enterprises supply chain cell groups. In other words, by virtue of the invention of supply chain management system, all businesses will have to set up a virtualized business computer management system so as to be able to sufficiently and effectively control the logistics and costs. By means of the system, it will be greatly helpful to detect and control the raw material, semi-product stocks and finished goods quantity as well as the value of costs etc. It will benefit production, sales market and cost management while entering “e” epoch.
Owner:WANG WU CHIEH

A linear model cable force measurement method based on the correction of the magnetic flux method after the anchorage of the cable

The invention provides a measuring method of linear module cable force after pull cable anchoring based on magnetic flux method correction, and belongs to the technical field of civil engineering. According to the method, the second-stage or multi-stage cable force of the pull cable to be measured is recorded in the bridge cable adjustment construction; the vibration frequency of the pull cable in each order at the corresponding stress level is tested, so that the coefficient of the linear module of each order of the pull cable is recognized to determine the linear model of each order before the pull cable anchoring; the cable force value after the anchoring is recognized by the magnetic flux method; the linear module of each order before the anchor cable anchoring is corrected through the corresponding relationship between the cable force of the pull cable after the anchoring and the self vibration frequency in each order; the linear model after the cable anchoring is obtained. In the bridge operation stage, the linear module after the anchoring is used for recognizing the cable force of the pull cable to be measured. The method provided by the invention has the advantages that the high-precision cable force estimation value of the pull cable after the anchoring can be obtained; the problem that in a conventional method, the influences of the pull cable anchoring loss and the boundary change before and after the anchoring on the cable force of the pull cable cannot be accurately recognized is solved; the estimation precision of the cable force after the cable anchoring in the practical engineering is improved.
Owner:李大军
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