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139 results about "Planar grid" patented technology

Three-dimensional geological structure model angular point grid dissection method considering folds

ActiveCN105513131AImplement local encryptionFinely divided3D modellingAngular pointDissection
The invention provides a three-dimensional geological structure model angular point grid dissection method considering folds. The spatial morphological characteristics of the folds and the regulation of isoclinal lines in Ramsey fold classification are fully considered on the basis of a three-dimensional geological structure model, and angular point grid dissection of the geological structure model is performed with an angular point grid acting as a spatial metadata model and a stratigraphic structure model acting as layer control. Planar grid dissection is performed through the projection range of trend lines and the geological structure model in an XOY plane. Spatial rotation is performed on the multivalued surface stratums of the folds included in the geological model. Vertical grid dissection is obtained through growth of projection points on a curved surface along an inclination angle and other isoclinal line directions according to certain step length, and resetting is performed through inverse matrix transformation after completion of dissection. The spatial coordinates of the corresponding points are calculated through transverse and vertical grid dissection, and the spatial metal-model is constructed according to the coordinates and topological information and visually displayed so that transformation from the three-dimensional geological structure model to the angular point grid meta-model considering the folds is realized.
Owner:CHINA UNIV OF GEOSCIENCES (WUHAN)

Indoor positioning information push method based on GNSS satellite signal

ActiveCN107607970ANo hardware design changes requiredFast positioningSatellite radio beaconingSmart antennaSignal regeneration
Provided is an indoor positioning information push method based on GNSS satellite signals. The method includes the following steps: (1) arranging a camera device indoors, taking the camera device as acoordinate system original point to divide a to-be-measured room into planar grid coordinate systems, and utilizing a moving object detection technology to obtain two-dimensional coordinate values ofa user in the room; (2) obtaining an actual geological coordinate, time service information and PPS synchronous second pulse information of an antenna through the indoor GNSS satellite signal reception antenna, and combining the two-dimensional coordinate values of the user and the geometrical parameters of the room to perform calculation and obtaining actual geological coordinate values of the user; (3) conducting regeneration of GNSS satellite signals; and (4) through the intelligent antenna technology, forming a wave beam pointing the user and broadcasting the GNSS satellite signals in a corresponding position so that a positioning apparatus of the user resolves the broadcasting position. The GNSS satellite signals are taken as a medium to perform indoor positioning. The method has theadvantages that the precision is high, the speed is fast and a reception apparatus does not need to change or add other pieces of hardware.
Owner:XI AN JIAOTONG UNIV

Deformation calculation method and application technology of foundation soil under large foundation

ActiveCN108287945ASolving Nonlinear Loading ProblemsSolve the shortcomings of single-point computingGeometric CADDesign optimisation/simulationCalculation methodsGrid system
The invention discloses a deformation calculation method and application technology of foundation soil under a large foundation. The method includes the following steps that S1, a plane grid system isestablished, wherein specifically, the foundation under a test area is divided into a plurality of identical sub-areas on the indexed plane of a base, when the number of the sub-areas is large enough, the effective additional stress acting on each sub-area can be equivalent to a concentrated force, and the action point of the concentrated force is located in the center of the sub-area; S2, a foundation soil deformation calculation model is built; S3, the compression modulus Es of the foundation soil is calculated, and the vertical deformation value is solved. According to the deformation calculation method and application technology of the foundation soil under the large foundation, the deformation calculation model of the layered foundation soil under the large foundation is applied to deformation calculation and prediction of the foundation under the large foundation such as a raft foundation and a construction board expansion foundation, the problem about nonlinear loading of the foundation plane is solved, the defects of traditional single-point calculation are overcome by deformation space distribution of layered planes, and calculation results are more visual.
Owner:NORTHEASTERN UNIV

Construction technology of spatial variable curved surface reinforced concrete irregular barrel group structure

The invention relates to a construction technology of spatial variable curved surface reinforced concrete irregular barrel group structure, comprising some bottom-up segments constructed one by one according to the design drawing of each segment; and each segment comprises the following construction steps: 1), measuring and positioning the positioning X', Y' axes of the digital axis and letter axis control axis of the whole irregular barrel group horizontal plane and the planar grid positioning template of each regular barrel obtained after the digital axis and letter axis control axis is offset according to the design drawing; 2), manufacturing the planar grid positioning template; 3), setting up the support steel pipe bent frame of an irregular barrel outer mold; 4), mounting the planar grid positioning template; 5), carrying out altitudinal measurement and positioning of planar grid positioning template of each irregular barrel and checking the positioning X', Y' axes; 6), constructing the irregular barrel outer mold; 7), constructing the irregular barrel steel pipe; 8), setting up the support steel pipe bent frame of an irregular barrel inner mold; 9), constructing the irregular barrel inner mold; 10), constructing irregular barrel reinforced concrete. The construction technology breaks up the whole into parts and congregates parts to become the whole, and the segments of the irregular barrel group are constructed one by one; both the construction materials and the construction tools are universal and easy to construct.
Owner:ZHEJIANG ZHONGCHENG CONSTR GRP

Hexahedral mesh division complex pattern tire finite element modeling method

ActiveCN110362870AReduce binding contactImprove the efficiency of simulation calculationsSustainable transportationDesign optimisation/simulationElement modelGeometric modeling
The invention discloses a hexahedral mesh division complex pattern tire finite element modeling method which comprises the following steps: S1, drawing a tire two-dimensional section geometric model,performing tire segmentation processing in advance according to the characteristics of tread pattern blocks, and recording the total number N of segments; S2, projecting the geometrical characteristicpoints of a section of pattern block to a two-dimensional plane grid through segmentation expression; S3, projecting the constructed two-dimensional planar grid nodes onto the inner cavity surface ofthe tire, and generating a section of three-dimensional tread and pattern block grid through layered stretching of the grid nodes; S4, drawing a tire side two-dimensional plane grid, rotating the tire side two-dimensional plane grid into a three-dimensional grid according to a corresponding angle, and combining the three-dimensional grid with grid nodes of the tread; and S5, repeatedly rotating and copying the generated three-dimensional tire grid around the central axis of the tire to generate N sections of three-dimensional tire grids, and obtaining a complex pattern tire finite element model divided by hexahedron grids. According to the method, the complex pattern blocks and the tread are connected by adopting grid common-node integrated modeling, so that the method is more accurate and higher in solving efficiency.
Owner:SOUTH CHINA UNIV OF TECH

Small-resistance-value grounding grid of large device and design construction method

The invention provides a small-resistance-value grounding grid of a large device. The small-resistance-value grounding grid comprises horizontal grounding electrodes and vertical grounding electrodes. The horizontal grounding electrodes are arranged under the ground and are arranged vertically and horizontally to form a horizontal grounding electrode planar grid. A plurality of vertical grounding electrodes are perpendicular to the horizontal grounding electrode planar grid, are arranged at multiple joints of the horizontal grounding electrodes arranged vertically and horizontally and are connected with the horizontal grounding electrodes through arc-shaped clamps. A grounding grid extraction electrode is roughly arranged at the center of the horizontal grounding planar grid. The lower portions of the vertical grounding electrodes are arranged on thin-wall iron sheet protection cylinders, resistance reducing agents are poured into the thin-wall iron sheet protection cylinders, and the cylinder walls of the thin-wall iron sheet protection cylinders are provided with holes. The horizontal grounding electrodes are arranged in trenches, and the bottom faces of the trenches are provided with supporting rods. The horizontal grounding electrodes are fixed to the supporting rods and located in the centers of the cross sections of the trenches, and the resistance reducing agents are poured into the trenches. By means of the small-resistance-value grounding grid, the construction cost is lowered, land is saved, the small-resistance-value grounding grid is finished in a small area, the stability of the grounding effect is guaranteed, and safe and stable operation of a grounding device is guaranteed.
Owner:中铁二十一局集团第二工程有限公司

Plane meshing method and dangerousness measuring method for debris flow accumulation fan

InactiveCN103530500AClear interpretation of valueSpecial data processing applicationsTerrainDistribution characteristic
The invention discloses a plane meshing method and dangerousness measuring method for a debris flow accumulation fan. For the defect that an existing dangerousness degree partition and quantitative evaluation method for the debris flow accumulation fan is mainly influenced by subjectivity, the plane meshing method for the debris flow accumulation fan is firstly provided. According to the plane meshing method for the debris flow accumulation fan, an accumulation fan planar model is built on the basis of data surveying, and the terrain of the debris flow accumulation fan is divided into mesh units. Based on the method, the dangerousness measuring method for the debris flow accumulation fan is further provided. According to the dangerousness measuring method for the debris flow accumulation fan, the dangerousness degree P (xi) of each mesh unit is measured and calculated, and the dangerousness of the debris flow accumulation fan is determined according to the distribution characteristic of the dangerousness degrees P (xi) of the mesh units on the terrain of the debris flow accumulation fan. According to the plane meshing method and the dangerousness measuring method for the debris flow accumulation fan, data are acquired through surveying, mapping and other means, and an evaluation result is not influenced by subjective factors; the measuring method decomposes the dangerousness degree of the accumulation fan into a component P (u) and a component P (h), the dangerousness of burying and the dangerousness of impact can be measured respectively, and debris flow prevention engineering practice is guided better.
Owner:CHENGDU UNIVERSITY OF TECHNOLOGY

Computing method of lighting surface light condensation energy flux density distribution of solar tower type electric generation thermal absorber

Provided is a computing method of lighting surface light condensation energy flux density distribution of a solar tower type electric generation thermal absorber. According to the thermal absorber corresponding to an unilateral heliostat field, the lighting surface of the thermal absorber is divided into rectangular grids to form rectangular planar grids or cylindrical surface grids, and meanwhile borders of a grid in a shape of Chinese character 'tian' of the lighting surface are determined. The reverse light tracing method is used, a light condensation energy flux density value of the heliostat field on the borders of the 'tian'-shaped grid of the lighting surface of the thermal absorber is computed, the lighting surface grid of the thermal absorber is unfolded into an X-Y planar grid, according to the light condensation energy flux density value of the heliostat field on the borders of the 'tian'-shaped grid of the lighting surface of the thermal absorber, energy flux density values of all grid points of the lighting surface of the thermal absorber are reset in an interpolation mode. In reference to a circumferential heliostat field, for all cylindrical surface lighting surface sub areas, the energy flux density value of the borders of the 'tian'-shaped grid is computed first, and then light condensation energy flux density values of corresponding lighting surface sub areas are reset in an interpolation mode.
Owner:INST OF ELECTRICAL ENG CHINESE ACAD OF SCI
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