CN109614699A - Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model - Google Patents
Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model Download PDFInfo
- Publication number
- CN109614699A CN109614699A CN201811508044.XA CN201811508044A CN109614699A CN 109614699 A CN109614699 A CN 109614699A CN 201811508044 A CN201811508044 A CN 201811508044A CN 109614699 A CN109614699 A CN 109614699A
- Authority
- CN
- China
- Prior art keywords
- parameter
- component
- pile foundation
- absolute altitude
- science
- 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
Links
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Theoretical Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Computational Mathematics (AREA)
- Architecture (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model, is related to the fields such as Bridge Design, construction, the assembling for science of bridge building substructure model, comprising: pile foundation, cushion cap, pier stud realize fast accurate modeling.Include: that (1) extracts component geometric coordinate data and family parameter data, and is fabricated to Excel table, establishes component parameter table.(2) component parameter race is established, and imports Revit item file.(3) Dynamo program is worked out, reading element parameter list obtains geometric coordinate data and family parameter data, calls race and modifies its geometric coordinate data and family parameter.(4) operation program realizes component one-touch arrangement in Revit item file.Repetition 1-4 step is separately operable program arrangement pile foundation, cushion cap, pier stud, bent cap and completes science of bridge building substructure model foundation.This method utilizes the cooperation of parametric control program and component parameter table, greatly improves the accuracy and efficiency of modeling.
Description
Technical field
The present invention is suitable for the fields such as Bridge Design, construction, for establishing bridge substructure BIM model, comprising: stake
Base, cushion cap, pier stud realize one-touch accurate modeling.
Background technique
In highway and civilian infrastructure industry, BIM (Building Information Model) technology is in industry development in occupation of more next
More important role is a general orientation of industry development from now on.BIM technology building trade achieve it is a degree of development and
With, however the stage of an exploration, science of bridge building BIM model foundation effect are still in highway and civilian infrastructure industry
It is one of big factor for restricting BIM application that rate is low, precision cannot be met the requirements.
Revit is very widely used as the main BIM platform software of industry, but Revit software is difficult to meet science of bridge building
The requirement that BIM model is efficiently precisely established, situations such as horizontal curve, horizontal curve existing for linear engineering, superelevation can not be solved.
Summary of the invention
(1) component geometric coordinate data and family parameter data are extracted, and are fabricated to Excel table, establish component ginseng
Number table.Parameter includes component mileage pile No., layout points space coordinate i.e. (x, y, z) value, component top absolute altitude, member bottom section mark
High, member section relevant parameter (pile foundation: diameter；Cushion cap: length and width；Pier stud: diameter, length and width；Bent cap: length and width) and be fabricated to
Excel table establishes component parameter table.
(2) component parameter race is established, and imports Revit item file.The setting of component family parameterization need to be joined with component
Type is consistent in number table, and in addition to its coordinate value can be not provided with parametrization, remainder values are required to carry out parametrization setting.
(3) Dynamo program is worked out.Reading element parameter list obtains layout points space coordinate, component top mark height, bottom absolute altitude
And relevant parameter, the unit of Excell parameter list and program is subjected to unification, geodetic coordinates is adjusted less than 10000, is set as
Basic point and relative coordinate values.
(4) program is run in Dynamo one-touch in Revit item file to obtain accurately component model.
(5) it repeats (1)-(4) step and arranges pile foundation, cushion cap, pier stud, complete the assembling of science of bridge building BIM model.
(1) present invention establishes the science of bridge building substructure parametrization one-touch accurate assemble method of BIM model, solves
One big problem of engineering constraint teacher's modeling efficiency, greatly improves modeling efficiency and precision.
(2) Dynamo visualized graphs programming software application method is convenient, clear logic, compiles with secondary development program in machine code
It writes and compares, it is readable stronger, it is efficiently, easy to spread.
(3) parametrization Dynamo program practicability is wider, can be used in subsequent similar engineering.
(4) cooperated using Excel component parameter table and Dynamo program, convenient for the reading, modification and calling of parameter.
Detailed description of the invention
Fig. 1 the method for the present invention flow chart
Fig. 2 pile foundations parameter figure
Fig. 3 pile foundations parameter race setting figure
Fig. 4 pile foundation is completed figure
Fig. 5 pile foundation detail view
Specific embodiment
By Beijing, new Airport Expwy 3 is illustrated for marking bridge pile foundation below:
(1) new pile foundation corresponding pile No., stake base space coordinate point data of the Airport Expwy across the sixth ring road interchange are extracted
That is (x, y, z) value, diameter D, stake top absolute altitude H1, stake bottom absolute altitude H2, and be stored as Excel table, as shown in Fig. 2.
(2), as working face, to establish pile foundation by the order of stretching referring to absolute altitude in Revit metric system conventional model race
Stake diameter D, stake bottom absolute altitude H1, stake top absolute altitude H2 are set as parameterizing, as shown in Fig. 3 by race.
(3) data in Excel table are read in Dynamo, the unit by visual programming data transfer is milli
Rice adjusts geodetic coordinates less than 10000, and reads pile foundation race file, is carried out according to the space coordinate point in first step parameter list
Arrangement, and obtained according to second step family parameter diameter, stake top absolute altitude, stake bottom Pass line adjustment pile foundation length and diameter.
(4) program is run in Dynamo, and the stake comprising accurate spatial coordinate location and parameter can be obtained in Revit
Base, as shown in attached drawing 4,5.
Claims (3)
1. science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model, it is characterised in that the following steps are included:
(1) component geometric coordinate data and family parameter data are extracted, and are fabricated to Excel table, establish component parameter table；
Parameter includes component mileage pile No., layout points space coordinate i.e. (x, y, z) value, component top absolute altitude, member bottom section absolute altitude, component
Section relevant parameter is simultaneously fabricated to Excel table, establishes component parameter table；
(2) component parameter race is established, and imports Revit item file；The setting of component family parameterization need to be with component parameter table
Middle type is consistent, and in addition to its coordinate value can be not provided with parametrization, remainder values are required to carry out parametrization setting；
(3) Dynamo program is worked out；Reading element parameter list, obtain high layout points space coordinate, component top mark, bottom absolute altitude and
The unit of Excell parameter list and program is carried out unification by relevant parameter, is adjusted geodetic coordinates less than 10000, is set as basic point
And relative coordinate values；
(4) program is run in Dynamo one-touch in Revit item file to obtain accurately component model；
(5) repetition (1)-(4) step is separately operable program arrangement pile foundation, cushion cap, pier stud, bent cap and completes science of bridge building lower junction
The assembling of structure BIM model.
2. according to the method described in claim 1, it is characterized by: member section relevant parameter specifically includes: the diameter of pile foundation；
The length and width of cushion cap；Diameter, length and the width of pier stud；The length and width of bent cap.
3. according to the method described in claim 1, it is characterized by:
(1) extract the corresponding pile No. of pile foundation, stake bottom geometric coordinate data are (x, y, z) value, diameter D, stake top absolute altitude H1, stake bottom
Absolute altitude H2, and it is stored as Excel table；
(2), as working face, to establish pile foundation race by the order of stretching referring to absolute altitude in Revit metric system conventional model race,
Stake diameter D, stake bottom absolute altitude H1, stake top absolute altitude H2 are set as parameterizing；
(3) data in Excel table are read in Dynamo, the unit by visual programming data transfer is millimeter, is adjusted
Whole geodetic coordinates reads pile foundation race file less than 10000, is arranged according to the space coordinate point in step (1) parameter list,
And obtained according to step (2) family parameter diameter, stake top absolute altitude, stake bottom Pass line adjustment pile foundation length and diameter；
(4) program is run in Dynamo, and the pile foundation comprising accurate spatial coordinate location and parameter is obtained in Revit；
(5) step (1)-(4) are repeated and arranges pile foundation, cushion cap, pier stud, complete the assembling of science of bridge building BIM model.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811508044.XA CN109614699A (en) | 2018-12-11 | 2018-12-11 | Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811508044.XA CN109614699A (en) | 2018-12-11 | 2018-12-11 | Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109614699A true CN109614699A (en) | 2019-04-12 |
Family
ID=66007022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811508044.XA Pending CN109614699A (en) | 2018-12-11 | 2018-12-11 | Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109614699A (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110210120A (en) * | 2019-05-30 | 2019-09-06 | 北京工业大学 | Railway engineering automation modeling method based on parametrization |
| CN110334464A (en) * | 2019-07-15 | 2019-10-15 | 中铁二局集团勘测设计院有限责任公司 | A kind of beam bridge reinforcing bar fast modeling method based on BIM |
| CN110362887A (en) * | 2019-06-27 | 2019-10-22 | 中铁四局集团有限公司 | A kind of fast modeling method based on Revit |
| CN110765523A (en) * | 2019-10-17 | 2020-02-07 | 中铁二局集团有限公司 | BIM technology-based rapid construction method for deep foundation pit support structure |
| CN110909408A (en) * | 2019-11-26 | 2020-03-24 | 中国二十冶集团有限公司 | Revit + Dynamo-based curb modeling method |
| CN111724475A (en) * | 2020-06-16 | 2020-09-29 | 宁波市政工程建设集团股份有限公司 | Construction method based on building information model for municipal engineering |
| CN111914325A (en) * | 2020-07-06 | 2020-11-10 | 上海宝冶冶金工程有限公司 | BIM technology-based blast furnace body frame structure model information interaction method |
| CN112651061A (en) * | 2019-10-12 | 2021-04-13 | 南京林业大学 | Method for establishing BIM (building information modeling) model of multi-span bridge superstructure by using Dynamo |
| CN113297649A (en) * | 2021-05-26 | 2021-08-24 | 中建八局第一建设有限公司 | Revit-based rapid construction method for assembly-type municipal bridge construction model |
| CN113641347A (en) * | 2021-08-04 | 2021-11-12 | 中冶京诚工程技术有限公司 | Automatic generation method and device for blast furnace bottom carbon bricks |
| CN114692280A (en) * | 2022-04-18 | 2022-07-01 | 中国建筑西南设计研究院有限公司 | Dynamo-based bridge family type batch creation method and 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140337145A1 (en) * | 2013-05-07 | 2014-11-13 | Greenstarhub, Inc. | Methods, devices and systems for green content management and improving green procurement |
| CN106934163A (en) * | 2017-03-17 | 2017-07-07 | 河南省交通规划设计研究院股份有限公司 | Bridge 3 D model construction method based on BIM |
| CN107103158A (en) * | 2017-05-24 | 2017-08-29 | 中铁四局集团有限公司 | The method that high-speed rail bridge rapid modeling is dynamically changed is realized using DYNAMO |
| CN107974945A (en) * | 2017-12-07 | 2018-05-01 | 中国十九冶集团有限公司 | BIM modeling methods based on the construction of Section Rigid Surveillance of Continuous Beam cantilever pouring |
| CN108304631A (en) * | 2018-01-22 | 2018-07-20 | 北京市公路桥梁建设集团锐诚工程试验检测有限公司 | A kind of BIM parameterization design methods of bridge superstructure |
-
2018
- 2018-12-11 CN CN201811508044.XA patent/CN109614699A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140337145A1 (en) * | 2013-05-07 | 2014-11-13 | Greenstarhub, Inc. | Methods, devices and systems for green content management and improving green procurement |
| CN106934163A (en) * | 2017-03-17 | 2017-07-07 | 河南省交通规划设计研究院股份有限公司 | Bridge 3 D model construction method based on BIM |
| CN107103158A (en) * | 2017-05-24 | 2017-08-29 | 中铁四局集团有限公司 | The method that high-speed rail bridge rapid modeling is dynamically changed is realized using DYNAMO |
| CN107974945A (en) * | 2017-12-07 | 2018-05-01 | 中国十九冶集团有限公司 | BIM modeling methods based on the construction of Section Rigid Surveillance of Continuous Beam cantilever pouring |
| CN108304631A (en) * | 2018-01-22 | 2018-07-20 | 北京市公路桥梁建设集团锐诚工程试验检测有限公司 | A kind of BIM parameterization design methods of bridge superstructure |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110210120A (en) * | 2019-05-30 | 2019-09-06 | 北京工业大学 | Railway engineering automation modeling method based on parametrization |
| CN110362887B (en) * | 2019-06-27 | 2023-01-24 | 安徽数智建造研究院有限公司 | Revit-based rapid modeling method |
| CN110362887A (en) * | 2019-06-27 | 2019-10-22 | 中铁四局集团有限公司 | A kind of fast modeling method based on Revit |
| CN110334464A (en) * | 2019-07-15 | 2019-10-15 | 中铁二局集团勘测设计院有限责任公司 | A kind of beam bridge reinforcing bar fast modeling method based on BIM |
| CN112651061A (en) * | 2019-10-12 | 2021-04-13 | 南京林业大学 | Method for establishing BIM (building information modeling) model of multi-span bridge superstructure by using Dynamo |
| CN110765523A (en) * | 2019-10-17 | 2020-02-07 | 中铁二局集团有限公司 | BIM technology-based rapid construction method for deep foundation pit support structure |
| CN110909408A (en) * | 2019-11-26 | 2020-03-24 | 中国二十冶集团有限公司 | Revit + Dynamo-based curb modeling method |
| CN111724475A (en) * | 2020-06-16 | 2020-09-29 | 宁波市政工程建设集团股份有限公司 | Construction method based on building information model for municipal engineering |
| CN111724475B (en) * | 2020-06-16 | 2024-03-05 | 宁波市政工程建设集团股份有限公司 | Construction method based on building information model for municipal engineering |
| CN111914325A (en) * | 2020-07-06 | 2020-11-10 | 上海宝冶冶金工程有限公司 | BIM technology-based blast furnace body frame structure model information interaction method |
| CN111914325B (en) * | 2020-07-06 | 2022-04-22 | 上海宝冶冶金工程有限公司 | BIM technology-based blast furnace body frame structure model information interaction method |
| CN113297649A (en) * | 2021-05-26 | 2021-08-24 | 中建八局第一建设有限公司 | Revit-based rapid construction method for assembly-type municipal bridge construction model |
| CN113641347A (en) * | 2021-08-04 | 2021-11-12 | 中冶京诚工程技术有限公司 | Automatic generation method and device for blast furnace bottom carbon bricks |
| CN114692280A (en) * | 2022-04-18 | 2022-07-01 | 中国建筑西南设计研究院有限公司 | Dynamo-based bridge family type batch creation method and 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109614699A (en) | Science of bridge building substructure parameterizes the one-touch accurate assemble method of BIM model | |
| CN109766581B (en) | Method for establishing bridge BIM (building information modeling) model by adopting Dynamo software | |
| CN107480374B (en) | Bridge BIM model creation method based on CATIA | |
| CN110210120B (en) | Automatic modeling method for railway engineering based on parameterization | |
| CN106934163A (en) | Bridge 3 D model construction method based on BIM | |
| CN110992490B (en) | Method for automatically extracting indoor map based on CAD building plan | |
| CN103309944B (en) | A kind of cultural symbol method realizing map library management | |
| CN106777779B (en) | Railway culvert design method based on BIM | |
| CN106504324B (en) | A kind of two D profile integration method for drafting of engineering geology based on ActiveX technology | |
| CN108647894A (en) | One kind being based on the assembling type steel structure construction method of " BIM+RFID " technology | |
| CN106847066B (en) | Warehouse map constructing method and device | |
| CN103914589A (en) | Power tower single-line model fast generating method | |
| CN100423003C (en) | Geological inspection column-like image drawing and compositing using CIS image document | |
| CN113779670B (en) | Method and system for realizing dual-control modeling of Revit pile foundation based on Dynamo | |
| CN105976313A (en) | Method and system for transforming CAD plane coordinate system to Baidu map coordinate system | |
| CN110427653A (en) | Parametrization collision detection and modified method based on BIM | |
| CN110490975A (en) | A kind of overall construction site plan production method based on orthography data | |
| CN109740274A (en) | High-precision road-map generation method and device | |
| CN110020493A (en) | Coal mine production system pipeline GIM mathematical model modeling method based on BIM | |
| CN113627264A (en) | Modeling method, system, terminal and medium based on drawing identification | |
| CN105005666A (en) | Conversion method of architectural structure model | |
| CN114021226A (en) | Spatial linear engineering BIM modeling and integrating method | |
| CN110414136B (en) | BIM-based bridge rapid modeling method and system | |
| CN108694260A (en) | Application process of the BIM technology in Steel Bridge processing and manufacturing | |
| CN109376404A (en) | Build outer profile model generating method, system, device and readable storage medium storing program for executing |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190412 |