CN112651057A - Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model - Google Patents

Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model Download PDF

Info

Publication number
CN112651057A
CN112651057A CN202010905308.6A CN202010905308A CN112651057A CN 112651057 A CN112651057 A CN 112651057A CN 202010905308 A CN202010905308 A CN 202010905308A CN 112651057 A CN112651057 A CN 112651057A
Authority
CN
China
Prior art keywords
arch bridge
parameterized
family
library
modeling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010905308.6A
Other languages
Chinese (zh)
Inventor
朱金涌
吕文达
吴炜
李林
王文博
王晓鹏
郭铮
林刚
崔建龙
张耀万
林�源
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Lanzhou Railway Survey And Design Institute Co ltd
Original Assignee
Lanzhou Railway Survey And Design Institute Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Lanzhou Railway Survey And Design Institute Co ltd filed Critical Lanzhou Railway Survey And Design Institute Co ltd
Priority to CN202010905308.6A priority Critical patent/CN112651057A/en
Publication of CN112651057A publication Critical patent/CN112651057A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/12Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F8/00Arrangements for software engineering
    • G06F8/20Software design
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F8/00Arrangements for software engineering
    • G06F8/30Creation or generation of source code
    • G06F8/34Graphical or visual programming
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2111/00Details relating to CAD techniques
    • G06F2111/04Constraint-based CAD
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2111/00Details relating to CAD techniques
    • G06F2111/20Configuration CAD, e.g. designing by assembling or positioning modules selected from libraries of predesigned modules

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Geometry (AREA)
  • General Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Software Systems (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Architecture (AREA)
  • Computational Mathematics (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Structural Engineering (AREA)
  • Human Computer Interaction (AREA)
  • Civil Engineering (AREA)
  • Stored Programmes (AREA)

Abstract

The invention discloses a BIM (building information modeling) automatic creation system and method for a railway concrete-filled steel tube tied arch bridge, belonging to the technical field of BIM creation of concrete-filled steel tube arch bridges. The Revit series software based on Autodesk develops a parameterized component library, then utilizes Dynamo programming to compile an automatic modeling plug-in, develops secondary development, greatly improves the parameterization degree of a model, realizes quick modeling of parameterization and automation, and is beneficial to the management of the whole life cycle of a project; the model is more standardized and easier to check, and the workload of the same type of structure is reduced.

Description

Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model
Technical Field
The invention relates to the technical field of building of concrete-filled steel tube arch bridge BIM models, in particular to an automatic building system and method of a railway concrete-filled steel tube tied arch bridge BIM model.
Background
Since the 90 s of the 20 th century, steel pipe concrete structures in China have increased, and the bridge field is mainly applied to structures such as arch ribs of arch bridges, lattice piers, bridge towers, truss girders and the like [1 ]. The arch bridge structure has various forms, wherein in the field of large-span arch bridges, arch ribs are mainly subjected to axial pressure, and the steel and concrete combined stress steel pipe concrete structure represents great advantage. At present, domestic falling concrete filled steel tube arch bridges exceed more than 400 seats. In recent years, the design and manufacturing technology of the steel pipe concrete arch bridge in China is improved, the number of the steel pipe concrete arch bridges is rapidly increased, and the fierce development trend of the field of the steel pipe concrete arch bridge in China can be expected to be kept.
The BIM technology is a 3D digitization technology which integrates all information in the whole life cycle process of an engineering project into a visual BIM model. The advent of the BIM technology has transformed the work process based on two-dimensional drawings into a work mode based on a visualized and informationized building information model. All parties (supervision units, design units, construction units, owner units, operation units and the like) can carry out multi-party cooperative work based on the building information model, and the cooperative work mode can greatly improve the work efficiency, reduce the cost of each party and improve the engineering quality.
However, most of the mainstream BIM software in the market is developed based on the building industry, and no BIM modeling software suitable for the characteristics of bridge engineering exists at present, so that the conventional railway concrete-filled steel tube tied arch bridge cannot realize high parameterization of a project body, the model standard degree is low, the calibration is not facilitated, the workload is large, the management difficulty is large, and the completeness of the construction process is difficult to ensure due to the fact that the railway concrete-filled steel tube tied arch bridge has many components and high complexity in actual construction.
Disclosure of Invention
The invention aims to provide a BIM (building information modeling) model automatic creation system and a BIM model automatic creation method for a railway steel tube concrete tied arch bridge, wherein a parameterized component library is developed based on Revit series software of Autodesk, and then Dynamo programming is utilized to compile an automatic modeling plug-in, and secondary development is developed, so that the parameterization degree of the model is greatly improved, the rapid modeling of parameterization and automation is realized, and the management of the whole life cycle of a project is facilitated; the model is more standardized and easier to check, and the workload of the same type of structures is reduced, so that the problems in the background art are solved.
In order to achieve the purpose, the invention provides the following technical scheme: a BIM model automatic creation system of a railway steel tube concrete tied arch bridge comprises a Revit software module, a parameter design center, a Revit parameterized family library, an arch bridge parameterized family library, a Dynamo software module, an automatic parameterized modeling plug-in and an arch bridge BIM model, wherein the Revit software module and the parameter design center are connected with the Revit parameterized family library, the Revit software module realizes parameterized modeling of components, realizes parameterization of limited models, and processes parameter data through the parameter design center to form the Revit parameterized family library, the Revit parameterized family library is connected with the arch bridge parameterized family library, the arch bridge parameterized family library and the automatic parameterized modeling plug-in are connected with the Dynamo software module, the automatic parameterized modeling plug-in is connected with the arch bridge BIM model, the Revit family library is used as a basic family library, inputting arch bridge parameter data into a Revit parameterized family library, analyzing and fusing the arch bridge parameter data and the Revit parameterized family library by the Dynamo software module to form an arch bridge parameterized family library, programming according to the arch bridge parameterized family library to generate an automatic parameterized modeling plug-in, inputting Excel parameters into the automatic parameterized modeling plug-in, and completing the creation of an arch bridge BIM (building information model) after positioning, operation and check.
According to another aspect of the invention, a method for automatically creating a BIM model of a railway concrete-filled steel tube tied arch bridge is provided, which comprises the following steps:
s1: comparing and selecting modeling software, selecting a Revit software module and a Dynamo software module of the Autodesk;
s2: building a library, performing Revit parametric design, building a Revit parametric family library, analyzing the characteristics of the arch bridge members, and further building the arch bridge parametric family library with the characteristics of the concrete filled steel tube tied arch bridge;
s3: the plug-in uses the data information of the arch bridge parameterization family library to write a modeling program aiming at automation and parameterization and generate an automatic parameterization modeling plug-in;
s4: and modeling, namely completing modeling through an automatic parameterization modeling plug-in.
Further, the programming includes expanding a Dynamo node library, designing a parameterized table, and interacting the parameterized table with Dynamo.
Further, the modeling comprises the steps of:
s401: inputting, namely importing an Excel table into an automatic parameterized modeling plug-in, and identifying Excel parameters by Dynamo;
s402: positioning, determination of quantity, center line pattern and spatial position;
s403: and the component is used for placing an example, modifying example parameters, modifying a model through Boolean operation and checking, if the model does not pass the checking, the identification operation in the step is repeatedly input, and if the model passes the checking, the creation is completed.
Further, the building of the library comprises the steps of researching the characteristics of the components, selecting a family template file, creating a standard component family, adding constraint to the key position, associating family parameters, and completing the creation after checking.
Further, the family boilerplate includes a system family, a built-in family, and a standard building block family.
Further, creating the family of standard components includes creating a metric conventional model template, creating an adaptive metric conventional model template, creating a surface/line-based metric conventional model template, and creating a conceptual massive template.
Compared with the prior art, the invention has the beneficial effects that: the invention provides a BIM (building information modeling) automatic establishing system and a BIM automatic establishing method for a railway concrete-filled steel tube tied arch bridge, which are based on Revit series software of Autodesk, develop a parameterized component library conforming to the common structure of the concrete-filled steel tube tied arch bridge, develop related programming work by using Dynamo (dynamic programming language), compile automatic modeling plug-ins for the concrete-filled steel tube tied arch bridge, develop secondary development by using a visual programming program, can greatly improve the parameterization degree of the model, even realize complete parameterization of a project body, adopt a highly parameterized form, realize parameterized and automatic rapid modeling by filling feature parameters of the structure in a form, and are beneficial to the management of the whole life cycle of the project; the model is more standardized and easier to check, and the workload of the same type of structure is reduced.
Drawings
FIG. 1 is an overall structural diagram of a BIM model automatic creation system of a railway concrete filled steel tube tied arch bridge of the invention;
FIG. 2 is a schematic diagram of the BIM model automatic creation system of the railway concrete-filled steel tube tied arch bridge of the invention;
FIG. 3 is a schematic diagram of an arch bridge parameterized family library of the BIM model automated creation system of the railway concrete filled steel tube tied arch bridge of the invention;
FIG. 4 is a flow chart of the method for automatically creating the BIM model of the railway concrete-filled steel tube tied arch bridge of the invention;
FIG. 5 is a flow chart of the method for automatically creating the BIM model of the railway concrete-filled steel tube tied arch bridge.
In the figure: 1. a Revit software module; 2. a parameter design center; 3. a Revit parameterized family library; 4. an arch bridge parameterization family library; 5. a Dynamo software module; 6. an automated parameterized modeling plug-in; 7. arch bridge BIM model.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 3, the automatic building system of the BIM model of the railway steel tube concrete tied arch bridge comprises a Revit software module 1, a parameter design center 2, a Revit parameterized family library 3, an arch bridge parameterized family library 4, a Dynamo software module 5, an automatic parameterized modeling plug-in 6 and an arch bridge BIM model 7, wherein the Revit software module 1 and the parameter design center 2 are both connected with the Revit parameterized family library 3, the Revit software module 1 realizes parameterized modeling of components, realizes parameterization of limited models, and processes parameter data through the parameter design center 2 to form the Revit parameterized family library 3, the Revit parameterized family library 3 is connected with the arch bridge parameterized family library 4, the arch bridge parameterized family library 4 is connected with the automatic parameterized modeling plug-in 6, the arch bridge parameterized family library 4 and the automatic plug-in 6 are both connected with the Dynamo software module 5, the automatic plug-in 6 is connected with the arch bridge BIM model 7, the method comprises the steps of taking a Revit parameterized family library 3 as a basic family library, inputting arch bridge parameter data into the Revit parameterized family library 3, analyzing and fusing the arch bridge parameter data and the Revit parameterized family library 3 by a Dynamo software module 5 to form an arch bridge parameterized family library 4, programming according to the arch bridge parameterized family library 4, generating an automatic parameterized modeling plug-in 6, inputting Excel parameters into the automatic parameterized modeling plug-in 6, and completing the creation of an arch bridge BIM (building information model) 7 after positioning, operation and check.
Referring to fig. 4, in order to better show the process of automatically creating the BIM model 7 of the railway concrete-filled steel tube tied arch bridge, the present embodiment provides a method for automatically creating the BIM model 7 of the railway concrete-filled steel tube tied arch bridge, which includes the following steps:
s1: comparing and selecting modeling software, selecting a Revit software module and a Dynamo software module 5 of Autodesk;
s2: building a library, performing Revit parametric design, building a Revit parametric family library, analyzing the characteristics of the arch bridge members, and further building an arch bridge parametric family library 4 with the characteristics of the concrete filled steel tube tied arch bridge; establishing a library, wherein the library comprises the steps of researching the characteristics of components, selecting a family template file, establishing a standard component family, adding constraint to a key position, associating family parameters, and completing establishment after checking; wherein, if the checking does not meet the condition, the family template file is reselected; the family boilerplate file comprises a system family, a built-in family and a standard component family; establishing a standard component family, namely establishing a metric conventional model template, establishing a self-adaptive metric conventional model template, establishing a metric conventional model template based on a surface/line and establishing a concept volume template; the metric conventional model is used for establishing a general geometric figure, a plurality of working planes can be defined, and the model is established through basic operations such as stretching, lofting and fusion; the self-adaptive metric conventional model template is suitable for various unique conditions which require the components to be flexibly suitable; the family template can be based on the family template of the main body or can be an independent family template, and the metric conventional model based on the surface/line is generated based on the surface/line of the main body which is already established in the project file, so that the advantages of accurate positioning, quick positioning and reduction of the calculation workload are achieved; the concept volume template is a special editor for meeting concept design, is different from a conventional model creating mode, can freely create shapes, edit shapes and process surfaces, has shape control controls on each point, edge and surface, and can directly achieve the purpose of changing the shapes by operating the controls;
the parameter design comprises component size parameterization, component position parameterization and model application parameterization, wherein in the component size parameterization stage, a model is constrained through the simplest size parameter, a key constraint position is firstly determined, missing constraint or excessive constraint is avoided, then size marking constraint is carried out, finally family parameters are associated, and size parameterization is completed; the component position parameterization is obtained by a secondary development method through function calculation positioning or fixed parameter positioning. The primary requirements are that the number of components in the first stage is sufficient, variable in size and versatile in choice. For some components, a designer needs to design fixed parameters for positioning, and the rest components can realize self-adaptive positioning arrangement through function calculation; the third stage is the parameterization of the model application. Various optimization processes, constraint relations and judgment conditions of each component in the BIM are dynamically changed, and the parameterized design in the third stage mainly aims to clarify the interrelation of each component, not only in the geometric position, but also contains various interrelations and restriction conditions in time and space, such as generation of parameterized construction simulation or collision inspection and the like;
s3: the plug-in uses the data information of the arch bridge parameterization family library 4 to write a modeling program aiming at automation and parameterization and generates an automatic parameterization modeling plug-in 6; the programming comprises the steps of expanding a Dynamo node library, designing a parameterization table, and interacting the parameterization table with Dynamo;
s4: and modeling is completed through an automatic parameterization modeling plug-in 6.
Referring to fig. 5, the modeling includes the steps of:
s401: inputting, namely importing an Excel table into the automatic parameterization modeling plug-in 6, and identifying Excel parameters by Dynamo;
s402: positioning, determination of quantity, center line pattern and spatial position;
s403: and the component is used for placing an example, modifying example parameters, modifying a model through Boolean operation and checking, if the model does not pass the checking, the identification operation in the step is repeatedly input, and if the model passes the checking, the creation is completed.
In summary, the following steps: the invention provides a BIM (building information modeling) automatic establishing system and a BIM automatic establishing method for a railway concrete-filled steel tube tied arch bridge, which are based on Revit series software of Autodesk, develop a parameterized component library conforming to the common structure of the concrete-filled steel tube tied arch bridge, develop related programming work by using Dynamo (dynamic programming language), compile automatic modeling plug-ins for the concrete-filled steel tube tied arch bridge, develop secondary development by using a visual programming program, can greatly improve the parameterization degree of the model, even realize complete parameterization of a project body, adopt a highly parameterized form, realize parameterized and automatic rapid modeling by filling feature parameters of the structure in a form, and are beneficial to the management of the whole life cycle of the project; the model is more standardized and easier to check, and the workload of the same type of structure is reduced.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be able to cover the technical solutions and the inventive concepts of the present invention within the technical scope of the present invention.

Claims (7)

1. The BIM model automatic creation system for the railway steel tube concrete tied arch bridge is characterized by comprising a Revit software module (1), a parameter design center (2), a Revit parameterized family library (3), an arch bridge parameterized family library (4), a Dynamo software module (5), an automatic parameterized modeling plug-in (6) and an arch bridge BIM model (7), wherein the Revit software module (1) and the parameter design center (2) are connected with the Revit parameterized family library (3), parameterized modeling is realized on a component in the Revit software module (1), parameterization of a limited model is realized, parameter data are processed through the parameter design center (2) to form the Revit parameterized family library (3), the Revit parameterized family library (3) and the parameterized arch bridge parameterized family library (4) are connected with each other, the bridge family library (4) is connected with an automatic modeling plug-in (6), and the arch bridge family library (4) and the automatic modeling plug-in (6) are connected with the Dynamo software The module (5) is connected with the automatic parameterized modeling plug-in (6) and the arch bridge BIM model (7), the Revit parameterized family library (3) is used as a basic family library, arch bridge parameter data are input into the Revit parameterized family library (3), the Dynamo software module (5) analyzes and fuses the arch bridge parameter data and the Revit parameterized family library (3) to form an arch bridge parameterized family library (4), programming is carried out according to the arch bridge parameterized family library (4), the automatic parameterized modeling plug-in (6) is generated, Excel parameters are input into the automatic parameterized modeling plug-in (6), and the arch bridge BIM model is created after positioning, operation and check.
2. The method for automatically creating the BIM model of the railway concrete-filled steel tube tied arch bridge according to claim 1, which comprises the following steps:
s1: comparing and selecting modeling software, selecting a Revit software module and a Dynamo software module of the Autodesk;
s2: building a library, performing Revit parametric design, building a Revit parametric family library, analyzing the characteristics of the arch bridge members, and further building the arch bridge parametric family library with the characteristics of the concrete filled steel tube tied arch bridge;
s3: the plug-in uses the data information of the arch bridge parameterization family library to write a modeling program aiming at automation and parameterization and generate an automatic parameterization modeling plug-in;
s4: and modeling, namely completing modeling through an automatic parameterization modeling plug-in.
3. The method for BIM automated creation of a concrete filled steel tubular railway tied arch bridge according to claim 2, wherein the programming includes expanding a Dynamo node library, designing a parameterized table, and the parameterized table interacts with Dynamo.
4. The method for automated creation of a BIM model of a railway concrete filled steel tube tied arch bridge according to claim 2, wherein the modeling comprises the steps of:
s401: inputting, namely importing an Excel table into an automatic parameterized modeling plug-in, and identifying Excel parameters by Dynamo;
s402: positioning, determination of quantity, center line pattern and spatial position;
s403: and the component is used for placing an example, modifying example parameters, modifying a model through Boolean operation and checking, if the model does not pass the checking, the identification operation in the step is repeatedly input, and if the model passes the checking, the creation is completed.
5. The method for automatically creating the BIM of the concrete-filled steel tube tied arch bridge of the railway as claimed in claim 2, wherein the creating of the library comprises researching the characteristics of components, selecting a family template file, creating a standard component family, adding constraints to key positions, associating family parameters and completing the creation after checking.
6. The method for automated creation of a BIM model for a concrete filled steel tube tied arch bridge of a railway as in claim 5, wherein the family template file comprises a system family, a building family and a standard component family.
7. The method for automatically creating the BIM model of the concrete-filled steel tube tied arch bridge of the railway as claimed in claim 5, wherein creating the standard component family comprises creating a metric conventional model template, creating an adaptive metric conventional model template, creating a metric conventional model template based on surface/line, and creating a concept volume template.
CN202010905308.6A 2020-09-01 2020-09-01 Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model Pending CN112651057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010905308.6A CN112651057A (en) 2020-09-01 2020-09-01 Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010905308.6A CN112651057A (en) 2020-09-01 2020-09-01 Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model

Publications (1)

Publication Number Publication Date
CN112651057A true CN112651057A (en) 2021-04-13

Family

ID=75346260

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010905308.6A Pending CN112651057A (en) 2020-09-01 2020-09-01 Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model

Country Status (1)

Country Link
CN (1) CN112651057A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113867267A (en) * 2021-09-09 2021-12-31 中国建筑第八工程局有限公司 Steel pipe digital processing system and method based on BIM spherical shell structure shape finding construction
CN114722475A (en) * 2022-04-21 2022-07-08 北京工业大学 Garden plant maintenance visualization method based on CERD-MR system
CN116069999A (en) * 2023-04-06 2023-05-05 中建交通建设集团有限公司 Concrete technical information batch processing method and system based on Revit platform
WO2024000762A1 (en) * 2022-06-29 2024-01-04 广州市第三市政工程有限公司 Revit-based bridge substructure modeling method and system, and apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113867267A (en) * 2021-09-09 2021-12-31 中国建筑第八工程局有限公司 Steel pipe digital processing system and method based on BIM spherical shell structure shape finding construction
CN113867267B (en) * 2021-09-09 2023-03-28 中国建筑第八工程局有限公司 Digital machining system and method for steel pipe based on BIM spherical shell structure modeling construction
CN114722475A (en) * 2022-04-21 2022-07-08 北京工业大学 Garden plant maintenance visualization method based on CERD-MR system
WO2024000762A1 (en) * 2022-06-29 2024-01-04 广州市第三市政工程有限公司 Revit-based bridge substructure modeling method and system, and apparatus
CN116069999A (en) * 2023-04-06 2023-05-05 中建交通建设集团有限公司 Concrete technical information batch processing method and system based on Revit platform

Similar Documents

Publication Publication Date Title
CN112651057A (en) Automatic building system and method for railway concrete filled steel tube tied arch bridge BIM model
CN111400812A (en) BIM-based method for designing machining drawing of assembled structure shear wall
CN106709660B (en) BIM-based building design method
CN110929328A (en) Concrete assembly type building construction method based on BIM
CN113033001A (en) Three-dimensional digital factory modeling method and system for digital twin application
CN113094784B (en) Adjacent complex underground engineering parametric modeling method based on building information model
Feng et al. Information modeling of conceptual design integrated with process planning
CN112100719A (en) BIM technology-based automatic construction process information classification and coding system
CN107330153A (en) A kind of prefabricated concrete structure BIM models two-stage parameterizes construction method
CN112861237B (en) Automatic optimization design method and system for modularized steel frame building structure
CN110990928A (en) Software platform-crossing special-shaped space grid structure parameterization design method
WO2024027437A1 (en) Component parameter library-based method for integrated collaboration of prefabricated building design and construction
CN108595800B (en) Reticulated shell structure modeling method
CN111339640A (en) Automatic building parking space number creation method based on Revit plug-in Dynamo
CN111581700A (en) Method for adding BIM attribute and outputting BIM attribute table based on CATIA model
CN114818286A (en) Engineering machinery complete machine simulation model construction system and method
CN116541929A (en) Construction method of parameterized BIM model of outdoor storage yard civil engineering standardization unit
CN116204962B (en) BIM-based structural design method
CN110991094A (en) Computer-aided design method and system for check valve of nuclear power station
Greenough et al. Integrating computational design to improve the design workflow of modular construction
CN105956346A (en) Aluminum alloy template design system and aluminum alloy template design method
CN113742824A (en) Lightweight steel structure smart collaborative design cloud platform and operation method thereof
CN113051651A (en) Materialization expression method of steel bar broken material node information
Goetz et al. CAD-based tolerance analysis in preliminary design stages enabling early tolerance evaluation
CN110704908A (en) BIM-based assembled stair design method and system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination