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32results about How to "Reduce Design Changes" patented technology

Comprehensive pipe gallery information pre-warning system and method

The invention provides a comprehensive pipe gallery information pre-warning system and method. The system comprises a strain sensor, a stress sensor, an earth pressure cell, a reinforcement stress gauge, a water pressure sensor, a water level indicator and a computer. A foundation soil layer pre-warning unit, a pipe gallery cushion layer pre-warning unit and a pipe gallery lining structure pre-warning unit are arranged in the computer. According to the comprehensive pipe gallery information pre-warning system and method, informatization of the construction process of a comprehensive pipe gallery is facilitated, and a three-dimensional information model of the comprehensive pipe gallery is established through parametrization design software. The comprehensive pipe gallery information pre-warning system and method have the characteristics of convenient modification, three-dimension visualization and accurate outputting of a construction drawing of the municipal comprehensive pipe gallery. In addition, the comprehensive pipe gallery information pre-warning system and method have an engineering anticipation warning function and can monitor all indicators of the comprehensive pipe gallery in the construction process and give pre-warning in real time through application in engineering, and thus constructors can adjust construction conveniently in time. Construction can be constructed by designers reasonably, drawing inspecting work is reduced, reworking and design change are reduced, site accurate construction is achieved, head room of the underground pipe gallery is ensured, and inspection and maintenance of the comprehensive pipe gallery during usage are facilitated.
Owner:NORTHEASTERN UNIV

Multi-specialty forward collaborative design interaction method for urban rail transit

The invention provides a multi-specialty forward collaborative design interaction method for urban rail transit, and belongs to the technical field of urban rail transit engineering design. The methodincludes: carrying out three-dimensional design on each major of the involved urban rail transit, creating a BIM model, and uploading a model IFC file to a collaborative platform; analyzing the IFC file according to an IFC standard specification; a designer refers to the extracted component three-dimensional model and the design parameters to design specific parameters of the interaction component, and professional three-dimensional modeling is completed; the collaborative platform completes analysis of the three-dimensional model; a message management module of the platform sends a message uploaded by the interaction component three-dimensional model to a designer of the extracted specialty; the platform analyzes the parameter difference between the newly uploaded three-dimensional modeland the original three-dimensional model in a version comparison mode after analyzing the file; and a designer professionally confirms final design parameters of the extracted component and the interactive component according to design standards, design specifications and project technical requirements of the country or the industry, and a collaborative design process is completed.
Owner:GUANGZHOU METRO DESIGN & RES INST

Directional support and reinforcement method of stratiform surrounding rock tunnel in high ground stress environment

The invention discloses a directional support and reinforcement method of a stratiform surrounding rock tunnel in a high ground stress environment. The method comprises the steps that necessary rock mechanics parameters are acquired, a numerical calculation model is established, and experiment parameters are substituted into the numerical calculation model for calculation; a discrete unit numerical model of the occurrence of the surrounding rock stratum and the axial direction of the tunnel under the actual intersection angle is established, and the deformation characteristics of surrounding rock after excavation are calculated; according to numerical values of a displacement field of the tunnel section, radial displacement isolines of the tunnel section after excavation are determined; according to the distribution characteristics of the isolines, key parts of directional support in practical engineering are determined; the range, depth and support range of the directional support ofthe key parts are determined; and according to the failure characteristics of simulation results, an anchorage method is selected pointedly. The directional support and reinforcement method of the stratiform surrounding rock tunnel in the high ground stress environment have the advantages that uneven extrusion deformation of lamellar surrounding rocks caused by interlaminar cracking and shear slipcan be effectively prevented, the design change in the construction process is reduced, the construction progress is quickened, the engineering investment is effectively saved, and the directional support and reinforcement method is suitable for the design and construction of all types of stratiform tunnel surrounding rocks.
Owner:SHAOXING UNIVERSITY

Online operation management method and system based on ship three-dimensional model and terminal

The invention provides an online operation management method and system based on a ship three-dimensional model and a terminal. The method comprises the steps: lightening a ship three-dimensional entity model newly built at a C/S fat client to acquire a light-weight three-dimensional model, and storing the light-weight three-dimensional model; receiving online management operation signals of one or more users from a B/S thin client, wherein the online management operation signals are used for carrying out online management on the lightweight three-dimensional model; wherein the online management operation signal comprises one or more of an online viewing operation signal, an online editing operation signal and an online cooperative communication operation signal. The problems that in the prior art, the requirement for field terminal application equipment is high, the application cost is high, and online cooperation between design and manufacturing cannot be achieved for a three-dimensional model are solved. Online cooperation between ship design and manufacturing is achieved, online communication between field manufacturing personnel and designers is supported, the design problem existing in the manufacturing field is rapidly solved, design change and manufacturing rework are reduced, and the production and construction cost is saved.
Owner:JIANGNAN SHIPYARD GRP CO LTD

A boiler steel structure space inspection method based on NX three-dimensional design software

The invention relates to the technical field of structural design, and discloses a boiler steel structure space detection method based on NX three-dimensional design software. Includes the following steps: (1) establishing a boiler steel structure assembly structure tree and completing the establishment of the whole boiler steel structure solid model; 2, establish a main steel structure, a platform escalator and a maintenance structure in that coordinates of the whole steel structure solid model of the boil; 3, checking that correctness of the solid model of the steel structure; 4, carry out three-dimensional interference checking to judge whether it is qualified or not, and returning to that step 2 if it is unqualified; 5, carry out man-machine analysis on that three-dimensional space ofthe steel structure of the boiler, and return to the step 2 if the analysis result is unqualified; 6, for a three-dimensional space detection analysis report. A technical scheme of that invention adopt three-dimensional space interference inspection and three-dimensional space man-machine analysis, and modifies a model accord to the inspection structure, so as to improve the rationality of the design of the boiler steel structure, improve the work efficiency and reduce the design cost.
Owner:自贡华西能源工业有限公司

Method and platform for integration lean development of automobile manufacturing process

InactiveCN103577620AEnhance project planning and coordination capabilitiesGuarantee standardization and standardizationData processing applicationsSpecial data processing applicationsProgram planningProcess knowledge
The invention provides a method and a platform for integration lean development of an automobile manufacturing process, which aim at solving the problems of isolated operation, unmatching and low working efficiency of the existing automobile manufacturing process. The method for the integration lean development of the automobile manufacturing process comprises the following steps of receiving the project starting information and the relevant accessory subsequent starting project; obtaining the output object requirement based on the project, as well as the plan developed and the worker information assigned according to the output object requirement, forming the plan project, and submitting for approval; providing the plan project management, the plan project monitoring, an updatable process knowledge base and a simulation tool for the worker to learn and complete the assigned work in the approved plan project; when the work of all workers in the plan project is confirmed and finished, finalizing the project. The method and the platform for the integration lean development of the automobile manufacturing process have the advantages that the overall optimizing on the existing isolated and unmatched automobile manufacturing process is realized, the downstream can smoothly carry out manufacturing and implementation, the cost is reduced, the development period is shortened, and the quality is more stable.
Owner:刘明隆

BIM-based basement electromechanical modeling method

The invention relates to a BIM-based basement electromechanical modeling method, and belongs to the technical field of building modeling. The BIM-based basement electromechanical modeling method comprises the following steps: 1, data acquisition: recording and storing various data of a basement; 2, designing and rechecking: carrying out preliminary model design by using Revit according to a two-dimensional drawing made by CAD and each stored data; 3, collision inspection; 4, pipeline comprehensive optimization: based on a Revit platform, performing pipeline turning and elevation adjustment oneach professional pipeline; 5, positioning of a reserved hole: adding the reserved hole in the position of the through-wall and through-beam; 6, net height inspection: inspecting the clearance heightof the model after Revit is imported and pipeline comprehensive optimization is carried out; 7, deepened design and drawing: for the model imported into the Revit and subjected to pipeline comprehensive optimization, drawing a construction plane graph professionally according to floors; 8, designing and rechecking of the support. The BIM-based basement electromechanical modeling method has the advantages that all construction difficulties are eliminated in advance, and then the construction cost is reduced.
Owner:四川鸥鹏建筑工程公司

Calculating method for vertical bearing capacity correction coefficient and bearing capacity of inclined steep slope bridge pile foundation

InactiveCN110185070ABearing capacity is objective and accurateCorrectly designedFoundation testingFriction reductionSteep slope
The invention discloses a calculating method for the vertical bearing capacity correction coefficient and the bearing capacity of an inclined steep slope bridge pile foundation. The method comprises the steps that firstly, the pile foundation bearing capacity influence degree [alpha]v under different slopes is calculated, and then the pile foundation side friction reduction coefficient [zeta]v iscalculated according to the pile foundation bearing capacity influence degree [alpha]v obtained in the first step, wherein [zeta]v=1-[alpha]v. After the obtained bearing capacity is multiplied by thecorrection coefficient, the vertical bearing capacity of the pile foundation is closer to the actual bearing capacity of a bridge pile foundation in an inclined steep slope region, and the occurrencerate of engineering accidents is avoided. After the correction coefficient is considered, the vertical bearing capacity of the inclined steep slope bridge pile foundation is more accurate, the designaccuracy can be improved in the pile foundation design, and design changes caused by uncertainty factors in engineering are reduced. After the correction coefficient is multiplied, the design of the pile foundation is closer to an actual value, the material waste is reduced, and the construction cost of the pile foundation is reduced.
Owner:CHANGAN UNIV +1

Method for calculating transverse bearing capacity correction coefficient and bearing capacity of inclined steep slope bridge pile foundation

InactiveCN110284531ABearing capacity of bridge pile foundation is objective and accurateBearing capacity is objective and accurateFoundation testingSteep slopeSlope gradient
The invention discloses a method for calculating the transverse bearing capacity correction coefficient and bearing capacity of an inclined steep slope bridge pile foundation. The method comprises the steps: firstly, the pile foundation bearing capacity influence degree alpha<H> (please see the specifications for the formula ) under different gradients is calculated, wherein H<0> in the formula represents the X-direction allowable bearing capacity of the pile foundation at a flat slope, and H<alpha i> in the formula represents the X-direction allowable bearing capacity of the pile foundation at the gradient of alpha i; and then according to the obtained pile foundation X-direction bearing capacity influence degree alpha<H>, the pile foundation X-direction bearing capacity reduction coefficient zeta<H> is calculated, wherein zeta<H> is equal to 1-alpha<H>. After the calculated bearing capacity is multiplied by the correction coefficient, the X-direction allowable bearing capacity of the pile foundation is closer to the actual bearing capacity of the bridge pile foundation in a steep slope area, and the incidence rate of engineering accidents is decreased.
Owner:CHANGAN UNIV +1

Three-dimensional digital construction method for secondary equipment of transformer substation

The invention relates to a three-dimensional digital construction method for secondary equipment of a transformer substation. The method comprises the following steps: performing three-dimensional modeling on device-level secondary equipment according to appearance characteristics of the device-level secondary equipment to obtain a three-dimensional physical model of the secondary equipment of thetransformer substation; for the device-level secondary equipment, establishing and generating a substation secondary equipment digital information model according to position information and parameter information of the device-level secondary equipment; and correspondingly associating the transformer substation secondary equipment three-dimensional physical model with the transformer substation secondary equipment digital information model to generate a transformer substation secondary equipment three-dimensional digital model. According to the method, the requirement of secondary three-dimensional digital design of a power transmission and transformation project is fully considered, the advantage of a high three-dimensional visualization degree is exerted, and the construction efficiencyof the power transmission and transformation project is improved.
Owner:STATE GRID FUJIAN ELECTRIC POWER CO LTD +1

Pdm system product design requirement information acquisition method and system

The invention relates to the field of product data management, and provides a method for obtaining product design requirement information in a PDM system. The method obtains multi-source data of product design requirements, generates a requirement item identification code, and then identifies product design requirement information data and requirement items. Match the code with the corresponding product order, and add a new module input in the product design requirements, generate a design requirement data set, arrange it in time series, push it to the corresponding designer, and generate multiple sets of feedback information data for the design requirement data set, and The feedback information data set is generated and pushed to the customers corresponding to the order in time series. This method and system can enable specific designers to better understand the exact information that can be expressed by multi-source data, and effectively reduce the number of products based on the static demand table of the product. The loss of requirement information brought about by design, or the engineering change caused by the change of requirement information can reduce unnecessary product design changes and improve the efficiency of product design.
Owner:NINGBO ZHEDA LIANKE TECH

Ship structure review submission and withdrawal management system and method, and computer readable storage medium

The invention provides a ship structure review submission and withdrawal management system and method and a computer readable storage medium, and the system comprises a management end which is used for receiving a three-dimensional model of a ship structure sent by a design end, lightening the three-dimensional model of the ship structure and making the same into a review submission work package, and submitting the review submission work package to a review end for review in a system; the review end used for receiving the review submission, displaying the three-dimensional model of the ship structure in the review submission work package, feeding back a review withdrawal opinion of the designer to the three-dimensional model of the ship structure, and generating a review withdrawal work package. The design end is used for positioning a problem part of the associated three-dimensional model in the modification opinion of the review end to the three-dimensional model of the original review submission design, automatically generating a review withdrawal problem list, modifying the review withdrawal opinion to a three-dimensional review submission model of a new version, and regenerating a new review submission version after the internal approval process is completed. The method is used for solving the problems existing in the ship structure review submission and withdrawal process based on the three-dimensional model.
Owner:JIANGNAN SHIPYARD GRP CO LTD

A Directional Support and Reinforcement Method for Layered Surrounding Rock Tunnels in High Ground Stress Environment

The invention discloses a directional support and reinforcement method of a stratiform surrounding rock tunnel in a high ground stress environment. The method comprises the steps that necessary rock mechanics parameters are acquired, a numerical calculation model is established, and experiment parameters are substituted into the numerical calculation model for calculation; a discrete unit numerical model of the occurrence of the surrounding rock stratum and the axial direction of the tunnel under the actual intersection angle is established, and the deformation characteristics of surrounding rock after excavation are calculated; according to numerical values of a displacement field of the tunnel section, radial displacement isolines of the tunnel section after excavation are determined; according to the distribution characteristics of the isolines, key parts of directional support in practical engineering are determined; the range, depth and support range of the directional support ofthe key parts are determined; and according to the failure characteristics of simulation results, an anchorage method is selected pointedly. The directional support and reinforcement method of the stratiform surrounding rock tunnel in the high ground stress environment have the advantages that uneven extrusion deformation of lamellar surrounding rocks caused by interlaminar cracking and shear slipcan be effectively prevented, the design change in the construction process is reduced, the construction progress is quickened, the engineering investment is effectively saved, and the directional support and reinforcement method is suitable for the design and construction of all types of stratiform tunnel surrounding rocks.
Owner:SHAOXING UNIVERSITY

A Calculation Method of Axle Load of Articulated Three-axle Bus

ActiveCN111071260BSolve computational puzzlesOptimize allocationCar passengerControl theory
A method for calculating the axle load of an articulated three-axle passenger car, comprising the steps of: obtaining the mass and center of mass of each component of the front compartment, and the horizontal distance from the position of the corresponding center of mass to the support shaft of the front compartment; For the horizontal distance of the support shafts of the front carriage, use the preset algorithm to calculate the axle loads of the support shafts of the front carriage; obtain the mass and center of mass of each component of the rear carriage, and the horizontal distance from the position of the corresponding center of mass to the support shaft of the rear carriage; according to each component The weight of the mass and the horizontal distance from the corresponding center of mass to the support shaft of the rear compartment, the axle load of each support shaft of the rear compartment is calculated using a preset algorithm; finally, the total axle load of each support shaft is obtained according to the axle load of each support shaft. Through this method, the axle load distribution can be checked without waiting until the actual prototype vehicle development is completed, reducing design changes in the prototype vehicle development process and shortening the product development cycle; and the scheme can be adjusted in time during the design process to optimize the axle load distribution.
Owner:ZHEJIANG CRRC ELECTRIC VEHICLE CO LTD

Management method for power grid engineering design company

InactiveCN108335082AMany cooperation opportunitiesReduce Design ChangesOffice automationResourcesPaymentPower grid
The invention puts forward a management method for a power grid engineering design company. Bid invitation, project implementation and review are analyzed in a game playing way, a new repeated game playing mode is put forward, and a design company which wins a bid for the first time is listed in a whitelist or a blacklist which represents a credit degree according to the qualification degree of the project. If the design company is listed into a credible whitelist, the design company is proved to own intelligence and abilities, and a second project can be qualifiedly finished by a bigger probability. The respective payment and earnings and the respective priority selection of an investment company and the design company in multiple times of game playing can be analyzed in a repeated game playing mode. In game playing statistics, a new design fee index value adopts a standard deviation method and is free from the influence of individual projects, and mean value index offset is avoided.By use of the management method for the power grid engineering design company, cooperation enthusiasm and credibility among companies can be improved, and investment companies can favorably managementand supervise the work of the design company for a long term through the design fee index value.
Owner:GRID POWER PLANNING & RES CENT OF GUANGDONG GRID POWER CO LTD +1

An information early warning system and method for a comprehensive utility corridor

The invention provides a comprehensive pipe gallery information pre-warning system and method. The system comprises a strain sensor, a stress sensor, an earth pressure cell, a reinforcement stress gauge, a water pressure sensor, a water level indicator and a computer. A foundation soil layer pre-warning unit, a pipe gallery cushion layer pre-warning unit and a pipe gallery lining structure pre-warning unit are arranged in the computer. According to the comprehensive pipe gallery information pre-warning system and method, informatization of the construction process of a comprehensive pipe gallery is facilitated, and a three-dimensional information model of the comprehensive pipe gallery is established through parametrization design software. The comprehensive pipe gallery information pre-warning system and method have the characteristics of convenient modification, three-dimension visualization and accurate outputting of a construction drawing of the municipal comprehensive pipe gallery. In addition, the comprehensive pipe gallery information pre-warning system and method have an engineering anticipation warning function and can monitor all indicators of the comprehensive pipe gallery in the construction process and give pre-warning in real time through application in engineering, and thus constructors can adjust construction conveniently in time. Construction can be constructed by designers reasonably, drawing inspecting work is reduced, reworking and design change are reduced, site accurate construction is achieved, head room of the underground pipe gallery is ensured, and inspection and maintenance of the comprehensive pipe gallery during usage are facilitated.
Owner:NORTHEASTERN UNIV LIAONING

Transformer installation foundation and transformer substation

InactiveCN107165187AAvoid Inaccurate PositioningCausing inaccurate positioningFoundation engineeringTransformerEngineering
The invention provides a transformer installation base and a substation, wherein the transformer installation base includes a bottom plate fixedly installed on the ground and a support pier matched with the transformer, the support pier is a prefabricated part, and the base plate and the support pier are connected through a connecting component. In this technical solution, the bottom plate is poured on site, and the buttresses are prefabricated and manufactured separately, and the connection components are used for connection and installation on site during installation. This design, first of all, significantly shortens the construction period. Since the bottom plate has low design requirements, it can be designed and constructed in advance. Therefore, the base plate can be used to construct the transformer installation foundation without clear design data, which effectively improves the construction efficiency and shortens the construction period. Secondly, it is easy to standardize. The buttresses appear in the form of transformer components, which avoids inaccurate positioning of transformers caused by design errors, reduces design changes, and reduces project costs. At the same time, the pier can be adjusted freely when the transformer is installed, ensuring that the positioning of the pier is consistent with the actual transformer.
Owner:STATE GRID SHANDONG ELECTRIC POWER +1

An interactive method for multi-disciplinary forward collaborative design of urban rail transit

The invention provides an interactive method for multi-specialty forward collaborative design of urban rail transit, which belongs to the technical field of urban rail transit engineering design. Carry out 3D design for the various disciplines involved in urban rail transit, create a BIM model, and upload the model IFC file to the collaboration platform; analyze the IFC file according to the IFC standard specification; design personnel refer to the 3D model and design parameters of the extracted components, and design the specific parameters of the interactive components , to complete the professional 3D modeling; the collaborative platform completes the analysis of the 3D model; the message management module of the platform sends the upload message of the 3D model of the interactive component to the designer of the extracted profession; after the platform parses the file, it analyzes the newly uploaded 3D model by means of version comparison The parameter difference between the original 3D model; the designer confirms the final design parameters of the extracted components and interactive components according to the national or industry design standards, design specifications, and technical requirements of the project, and completes the collaborative design process.
Owner:GUANGZHOU METRO DESIGN & RES INST
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