CN107092720A - A kind of BIM model building methods that node repository is parameterized based on two-stage - Google Patents
A kind of BIM model building methods that node repository is parameterized based on two-stage Download PDFInfo
- Publication number
- CN107092720A CN107092720A CN201710170182.0A CN201710170182A CN107092720A CN 107092720 A CN107092720 A CN 107092720A CN 201710170182 A CN201710170182 A CN 201710170182A CN 107092720 A CN107092720 A CN 107092720A
- Authority
- CN
- China
- Prior art keywords
- storehouse
- parametrization
- analysis method
- stage
- nodal analysis
- 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
The invention discloses a kind of BIM model building methods that node repository is parameterized based on two-stage, specifically including step is：Pre-establish first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse and parametrization reinforced component storehouse；Whole structure model is built using first order parametrization nodal analysis method storehouse, and prefabricated components are split and numbered；Building, equipment, component processing, construction party carry out technology confirmation to Whole structure model；Nodal analysis method storehouse and parametrization reinforced component storehouse are parameterized using the second level to model prefabricated components reinforcing bar, and create prefabricated components construction built-in fitting；Add prefabricated components attachment property；Block mold component is numbered and checked；Automatically generate structural working drawing, component manuscript and installation drawing.The BIM model building methods that node repository is parameterized based on two-stage that the present invention is provided, it is adaptable to which the rapid build of prefabrication and assembly construction concrete structure model in whole or in part, its simple and fast, error rate is low, effectively improves the structure efficiency of model.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of BIM models that node repository is parameterized based on two-stage
Construction method.
Background technology
With the development of urbanization, the quantity of large-scale construction engineering increasingly increases, to ensure the smooth construction of architectural engineering,
Need to set a large amount of formwork systems.
With BIM（Building Information Modeling, BIM）China continuous popularization and
The raising of the degree of awareness, is more and more fully applied；BIM technology is a kind of digitization that management is built applied to engineering design
Instrument, it integrates the relevant information of various projects by parameter model, is carried out in project planning, operation and during safeguarding
It is shared and transmit, make engineers and technicians that various architecture informations are made with correct understanding and efficiently reply, be design team and build
Build unit of operation provide cooperate basis, improve production efficiency, it is cost-effective and shorten the duration in terms of play important work
With.
At present, traditional prefabricated concrete structure in-depth BIM model building methods mainly use following methods：Build first
Vertical prefabricated components model, then carries out block mold assembly, is finally the structure of node section model.
Traditional BIM model building methods have the following disadvantages：
（1）The building process of the model is complicated, error-prone, prefabricated components model artificially build and number, exist size, arrangement of reinforcement and
Information occur mistake hidden danger, and be difficult check the problem of.
（2）There is no interaction relation between nodal analysis method and prefabricated components model, the workload of later stage modification is big, easily goes out
Mistake, influences operating efficiency；
（3）The structure of nodal analysis method does not consider stress and construction and installation requirement, and the later stage workload of modification is big.
Therefore, a kind of BIM model building methods of design, the efficiency that lift scheme is built are needed badly.
The content of the invention
The purpose of the present invention is that there is provided a kind of BIM moulds that node repository is parameterized based on two-stage for above-mentioned technical problem
Type construction method, reduces the hidden danger for mistake occur, effectively improves the structure efficiency of model.
Technical scheme
In order to solve the above technical problems, a kind of BIM model building methods that node repository is parameterized based on two-stage that the present invention is provided,
Specifically include following steps：
S1, pre-establishes first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse and parametrization reinforced component
Storehouse；
S2, parameterizes nodal analysis method storehouse using the first order and builds Whole structure model, and prefabricated components are split and numbered；
S3, building, equipment, component processing, construction party carry out technology confirmation to Whole structure model；
S4, parameterizes nodal analysis method storehouse and parametrization reinforced component storehouse using the second level and prefabricated components reinforcing bar is modeled, and create
Prefabricated components construction built-in fitting；
S5, adds prefabricated components attachment property；
S6, block mold component numbering and check；
S7, automatically generates structural working drawing, component manuscript and installation drawing.
Further, in step sl, the first order parametrization nodal analysis method storehouse comprises only standard interface reinforcing bar, described
Contain non-standard interface reinforcing bar in second level parametrization nodal analysis method storehouse.
Further, in step sl, the first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse
And parametrization reinforced component storehouse can according to connected component and the geological information and adeditive attribute of node, automatically form satisfaction by
Power and the BIM models of construction and installation requirement.
Further, during step S1 model libraries and arrangement of reinforcement storehouse structure, geometrical parameters, structure attribute ginseng
Number, reinforcement parameter and construction parameter, can both be inputted by visualizing BIM modeling softwares by Standard Operating Procedure manual interaction,
The input of batch can also be carried out from external data base or data file by independent development interface subprogram.
Further, the geometrical parameters, structure attribute parameter, reinforcement parameter and construction parameter and the BIM built
Model has relevance.
Further, in step s 4, the member reinforcing steel bar modeling includes reinforcing bar collision detection and optimization.
Beneficial effect of the present invention：
A kind of BIM model building methods that node repository is parameterized based on two-stage that the present invention is provided, it is adaptable to prefabrication and assembly construction coagulation
The rapid build of soil structure model in whole or in part, its simple and fast, error rate is low, effectively improves the structure efficiency of model.
Method of the present invention is also applied for the structure containing part steel construction or timber buildings model.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, above-mentioned advantage of the invention will be apparent and be easier reason
Solution, these accompanying drawings are schematical, are not intended to limit the present invention, wherein：
Fig. 1 is model building method flow chart of the present invention；
Fig. 2 is to build block mold schematic diagram the present invention relates to the preliminary of example 1；
Fig. 3 is to build model schematic the present invention relates to the first order of example 1 parametrization node repository；
Fig. 4 is to build model schematic the present invention relates to the second level of example 1 parametrization node repository and parametrization reinforced component storehouse；
Fig. 5 is that the present invention relates to the built-in fitting of example 1 and attribute addition model schematic；
Fig. 6 is to build block mold schematic diagram the present invention relates to the preliminary of example 2；
Fig. 7 is to build model schematic the present invention relates to the first order of example 2 parametrization node repository；
Fig. 8 is to build model schematic the present invention relates to the second level of example 2 parametrization node repository and parametrization reinforced component storehouse；
Fig. 9 is that the present invention relates to the built-in fitting of example 2 and attribute addition model schematic.
Embodiment
With reference to the specific embodiments and the drawings BIM model constructions that node repository is parameterized based on two-stage a kind of to the present invention
Method is described in detail.
The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating the design of the present invention, it is schematically indicated the shape of each several part
And its correlation.It note that between the structure of each part for the ease of clearly showing the embodiment of the present invention, each accompanying drawing
Do not drawn according to identical ratio.Identical reference marker is used to represent identical part.
Fig. 1 to Fig. 9 is that a kind of correlation of BIM model building methods that node repository is parameterized based on two-stage of the present invention is shown
It is intended to.
Fig. 1 is model building method flow chart of the present invention, a kind of BIM models that node repository is parameterized based on two-stage
Construction method, specifically includes following steps：
S1, pre-establishes first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse and parametrization reinforced component
Storehouse；
In this step, the first order parametrization nodal analysis method storehouse comprises only standard interface reinforcing bar, the second level parametrization
Contain non-standard interface reinforcing bar in nodal analysis method storehouse.
In this step, the first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse and parametrization
Reinforced component storehouse can be automatically formed according to connected component and the geological information and adeditive attribute of node and meet stress and construction
The BIM models of installation requirement.Wherein, geometrical parameters, structure attribute parameter, reinforcement parameter and construction parameter, can both lead to
Cross visualization BIM modeling softwares by Standard Operating Procedure manual interaction input, can also by independent development interface subprogram from
External data base or data file carry out the input of batch, so can conveniently input the typing of information, improve the convenient of operation
Property.
The geometrical parameters, structure attribute parameter, reinforcement parameter and construction parameter have with the BIM models built to close
Connection property.So, it is associated with it when geometrical parameters, structure attribute parameter, reinforcement parameter and construction parameter update
BIM models can be with synchronized update, it is to avoid repeat the trouble that typing inputs information, improves the efficiency for building model.
S2, parameterizes nodal analysis method storehouse using the first order and builds Whole structure model, and prefabricated components are split and numbered；
S3, building, equipment, component processing, construction party carry out technology confirmation to Whole structure model；
S4, parameterizes nodal analysis method storehouse and parametrization reinforced component storehouse using the second level and prefabricated components reinforcing bar is modeled, and create
Prefabricated components construction built-in fitting；
In this step, the member reinforcing steel bar modeling includes reinforcing bar collision detection and optimization, preferably to complete reinforcing bar modeling.
S5, adds prefabricated components attachment property；
S6, block mold component numbering and check；
S7, automatically generates structural working drawing, component manuscript and installation drawing.
Illustrate the specific steps of BIM model fast construction methods with reference to embodiment.
Embodiment 1：
In this embodiment, the quick Component of BIM models is illustrated by taking prefabrication and assembly construction concrete frame structure as an example, is schemed
2 to Fig. 5 be related schematic diagram.
First build Vierendeel girder, plate, rod structure model；Overall structure is completed using first order parametrization beam, plate, Column border node storehouse
The parametrization fast construction of model, the automatic fractionation of prefabricated components and numbering；Building, equipment, component processing, construction party are to entirety
Structural model carries out technology confirmation；Utilize second level parametrization beam, plate, Column border node storehouse and parametrization beam, plate, post reinforced component storehouse
Further reinforcing bar modeling is carried out, built-in fitting is finally added on model and other attributes are set, after inspection is errorless, is carried out overall
Model automatic numbering, and automatic export structure construction drawing, component manuscript and installation drawing.
Embodiment 2：
In this embodiment, the quick Component of BIM models is illustrated by taking prefabrication and assembly construction concrete shear wall structure as an example,
Fig. 6 to Fig. 9 is related schematic diagram.
First build Vierendeel girder, plate, rod structure model；Overall structure is completed using first order parametrization beam, plate, Column border node storehouse
The parametrization fast construction of model, the automatic fractionation of prefabricated components and numbering；Building, equipment, component processing, construction party are to entirety
Structural model carries out technology confirmation；Utilize second level parametrization beam, plate, Column border node storehouse and parametrization beam, plate, post reinforced component storehouse
Further reinforcing bar modeling is carried out, built-in fitting is finally added on model and other attributes are set, after inspection is errorless, is carried out overall
Model automatic numbering, and automatic export structure construction drawing, component manuscript and installation drawing.
The BIM model building methods that node repository is parameterized based on two-stage that the present invention is provided, it is adaptable to prefabrication and assembly construction coagulation
The rapid build of soil structure model in whole or in part, its simple and fast, error rate is low, effectively improves the structure efficiency of model.
The present invention is not limited to the above-described embodiments, and anyone can draw other various forms under the enlightenment of the present invention
Product, it is every that there is technical side identical or similar to the present application however, make any change in its shape or structure
Case, is within the scope of the present invention.
Claims (6)
1. a kind of BIM model building methods that node repository is parameterized based on two-stage, it is characterised in that comprise the following steps：
S1, pre-establishes first order parametrization nodal analysis method storehouse, second level parametrization nodal analysis method storehouse and parametrization reinforced component
Storehouse；
S2, parameterizes nodal analysis method storehouse using the first order and builds Whole structure model, and prefabricated components are split and numbered；
S3, building, equipment, component processing, construction party carry out technology confirmation to Whole structure model；
S4, parameterizes nodal analysis method storehouse and parametrization reinforced component storehouse using the second level and prefabricated components reinforcing bar is modeled, and create
Prefabricated components construction built-in fitting；
S5, adds prefabricated components attachment property；
S6, block mold component numbering and check；
S7, automatically generates structural working drawing, component manuscript and installation drawing.
2. the BIM model building methods according to claim 1 that node repository is parameterized based on two-stage, it is characterised in that
In step S1, the first order parametrization nodal analysis method storehouse comprises only standard interface reinforcing bar, and the second level parameterizes node mould
Contain non-standard interface reinforcing bar in type storehouse.
3. the BIM model building methods according to claim 1 that node repository is parameterized based on two-stage, it is characterised in that
In step S1, the first order parametrization nodal analysis method storehouse, the second level parameterizes nodal analysis method storehouse and parametrization reinforced component storehouse
It can automatically form according to connected component and node geological information and adeditive attribute and meet stress and construction and installation requirement
BIM models.
4. the BIM model building methods according to claim 1 that node repository is parameterized based on two-stage, it is characterised in that
During step S1 model libraries and arrangement of reinforcement storehouse structure, geometrical parameters, structure attribute parameter, reinforcement parameter and construction are joined
Number, can both be inputted by Standard Operating Procedure manual interaction by visualizing BIM modeling softwares, can also be connect by individually developing
Openning program carries out the input of batch from external data base or data file.
5. the BIM model building methods according to claim 4 that node repository is parameterized based on two-stage, it is characterised in that institute
Geometrical parameters are stated, structure attribute parameter, reinforcement parameter and construction parameter and the BIM models built have relevance.
6. the BIM model building methods according to claim 1 that node repository is parameterized based on two-stage, it is characterised in that
In step S4, the member reinforcing steel bar modeling includes reinforcing bar collision detection and optimization.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710170182.0A CN107092720A (en) | 2017-03-21 | 2017-03-21 | A kind of BIM model building methods that node repository is parameterized based on two-stage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710170182.0A CN107092720A (en) | 2017-03-21 | 2017-03-21 | A kind of BIM model building methods that node repository is parameterized based on two-stage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107092720A true CN107092720A (en) | 2017-08-25 |
Family
ID=59648997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710170182.0A Pending CN107092720A (en) | 2017-03-21 | 2017-03-21 | A kind of BIM model building methods that node repository is parameterized based on two-stage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107092720A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107545120A (en) * | 2017-09-15 | 2018-01-05 | 中建海峡建设发展有限公司 | The method and computing device that a kind of prefabricated components based on BIM are split automatically |
| CN107679297A (en) * | 2017-09-20 | 2018-02-09 | 中国十七冶集团有限公司 | A kind of prefabricated assembled apron slope construction method based on BIM |
| CN107977487A (en) * | 2017-11-07 | 2018-05-01 | 山东住工装配建筑有限公司 | A kind of assembly concrete architectural design method based on BIM technology |
| CN108229037A (en) * | 2018-01-10 | 2018-06-29 | 广东工业大学 | A kind of modeling method and device based on BIM |
| CN109472084A (en) * | 2018-11-05 | 2019-03-15 | 长沙远大住工智能科技有限公司 | Assembled architecture design method and system, computer equipment and storage medium |
| CN109492251A (en) * | 2018-09-30 | 2019-03-19 | 上海宝冶集团有限公司 | The BIM parametric modeling method of sled sled racing track |
| CN109740245A (en) * | 2018-12-29 | 2019-05-10 | 江苏龙腾数字建造技术研究院有限公司 | A kind of application method in the prefabricated middle BIM technology of bar desk Combinatorial resolution |
| CN110929327A (en) * | 2019-12-03 | 2020-03-27 | 长江勘测规划设计研究有限责任公司 | BIM-based construction method of three-dimensional reinforcement model of slide-resistant pile |
| CN111931270A (en) * | 2020-07-16 | 2020-11-13 | 中建一局集团第二建筑有限公司 | Construction method of subway vehicle section contact net embedded part based on BIM technology |
| CN112324454A (en) * | 2020-12-10 | 2021-02-05 | 中铁第四勘察设计院集团有限公司 | Shield interval evacuation platform pre-assembly method based on BIM technology |
| CN113010937A (en) * | 2021-02-24 | 2021-06-22 | 万翼科技有限公司 | Parametric modeling method of member section steel bar and related device |
| CN114580053A (en) * | 2022-02-09 | 2022-06-03 | 江苏龙腾工程设计股份有限公司 | Intelligent modeling method for assembled superposed shear wall based on BIM parameterization |
| CN116561878A (en) * | 2023-07-10 | 2023-08-08 | 深圳市中港机电顾问有限公司 | Building electromechanical automatic design system and method |
| CN116611963A (en) * | 2023-05-23 | 2023-08-18 | 中建安装集团有限公司 | Engineering data monitoring and analyzing system and method based on Internet of things |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104281729A (en) * | 2014-07-02 | 2015-01-14 | 哈尔滨工业大学 | BIM (building information model) method for digital processing and manufacturing of steel structure buildings |
| CN104517001A (en) * | 2014-02-27 | 2015-04-15 | 绿地控股集团有限公司 | Browser-based method for displaying to-be-constructed construction information |
| CN105023201A (en) * | 2015-07-24 | 2015-11-04 | 中建三局第一建设工程有限责任公司 | Assembled building detailed design and construction method based on BIM (Building Information Modeling) and large data |
| KR20160025106A (en) * | 2014-08-26 | 2016-03-08 | 주식회사 파이브디위드 | Architectural integration 3D modeling system using building information modeling |
| CN105550422A (en) * | 2015-12-08 | 2016-05-04 | 中国一冶集团有限公司 | Method for simulating hoisting process based on BIM technology |
| CN106446225A (en) * | 2016-09-28 | 2017-02-22 | 扬州大学 | Digitized modeling and filing method for historic building based on BIM technique |
-
2017
- 2017-03-21 CN CN201710170182.0A patent/CN107092720A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104517001A (en) * | 2014-02-27 | 2015-04-15 | 绿地控股集团有限公司 | Browser-based method for displaying to-be-constructed construction information |
| CN104281729A (en) * | 2014-07-02 | 2015-01-14 | 哈尔滨工业大学 | BIM (building information model) method for digital processing and manufacturing of steel structure buildings |
| KR20160025106A (en) * | 2014-08-26 | 2016-03-08 | 주식회사 파이브디위드 | Architectural integration 3D modeling system using building information modeling |
| CN105023201A (en) * | 2015-07-24 | 2015-11-04 | 中建三局第一建设工程有限责任公司 | Assembled building detailed design and construction method based on BIM (Building Information Modeling) and large data |
| CN105550422A (en) * | 2015-12-08 | 2016-05-04 | 中国一冶集团有限公司 | Method for simulating hoisting process based on BIM technology |
| CN106446225A (en) * | 2016-09-28 | 2017-02-22 | 扬州大学 | Digitized modeling and filing method for historic building based on BIM technique |
Non-Patent Citations (1)
| Title |
|---|
| 恽燕春: "工业化住宅结构自动拆分与组装技术研究", 《住宅科技》 * |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107545120A (en) * | 2017-09-15 | 2018-01-05 | 中建海峡建设发展有限公司 | The method and computing device that a kind of prefabricated components based on BIM are split automatically |
| CN107679297A (en) * | 2017-09-20 | 2018-02-09 | 中国十七冶集团有限公司 | A kind of prefabricated assembled apron slope construction method based on BIM |
| CN107977487A (en) * | 2017-11-07 | 2018-05-01 | 山东住工装配建筑有限公司 | A kind of assembly concrete architectural design method based on BIM technology |
| CN108229037B (en) * | 2018-01-10 | 2022-07-29 | 广东工业大学 | Modeling method and device based on BIM |
| CN108229037A (en) * | 2018-01-10 | 2018-06-29 | 广东工业大学 | A kind of modeling method and device based on BIM |
| CN109492251A (en) * | 2018-09-30 | 2019-03-19 | 上海宝冶集团有限公司 | The BIM parametric modeling method of sled sled racing track |
| CN109472084A (en) * | 2018-11-05 | 2019-03-15 | 长沙远大住工智能科技有限公司 | Assembled architecture design method and system, computer equipment and storage medium |
| CN109740245A (en) * | 2018-12-29 | 2019-05-10 | 江苏龙腾数字建造技术研究院有限公司 | A kind of application method in the prefabricated middle BIM technology of bar desk Combinatorial resolution |
| CN110929327A (en) * | 2019-12-03 | 2020-03-27 | 长江勘测规划设计研究有限责任公司 | BIM-based construction method of three-dimensional reinforcement model of slide-resistant pile |
| CN111931270A (en) * | 2020-07-16 | 2020-11-13 | 中建一局集团第二建筑有限公司 | Construction method of subway vehicle section contact net embedded part based on BIM technology |
| CN112324454A (en) * | 2020-12-10 | 2021-02-05 | 中铁第四勘察设计院集团有限公司 | Shield interval evacuation platform pre-assembly method based on BIM technology |
| CN113010937A (en) * | 2021-02-24 | 2021-06-22 | 万翼科技有限公司 | Parametric modeling method of member section steel bar and related device |
| CN113010937B (en) * | 2021-02-24 | 2023-02-14 | 万翼科技有限公司 | Parametric modeling method of member section steel bar and related device |
| CN114580053A (en) * | 2022-02-09 | 2022-06-03 | 江苏龙腾工程设计股份有限公司 | Intelligent modeling method for assembled superposed shear wall based on BIM parameterization |
| CN116611963A (en) * | 2023-05-23 | 2023-08-18 | 中建安装集团有限公司 | Engineering data monitoring and analyzing system and method based on Internet of things |
| CN116611963B (en) * | 2023-05-23 | 2024-05-24 | 中建安装集团有限公司 | Engineering data monitoring and analyzing system and method based on Internet of things |
| CN116561878A (en) * | 2023-07-10 | 2023-08-08 | 深圳市中港机电顾问有限公司 | Building electromechanical automatic design system and method |
| CN116561878B (en) * | 2023-07-10 | 2023-12-12 | 深圳市中港机电顾问有限公司 | Building electromechanical automatic design system and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107092720A (en) | A kind of BIM model building methods that node repository is parameterized based on two-stage | |
| CN111400812B (en) | BIM-based fabricated structural shear wall machining diagram design method | |
| CN108959726B (en) | Method for automatically generating grid BIM model | |
| WO2021128675A1 (en) | Bim technology-based method for constructing underground continuous wall | |
| CN109785436B (en) | BIM technology-based reinforcing steel bar information full life cycle management method | |
| CN107315876B (en) | Parameterized modeling production method of precast beam | |
| CN110929328A (en) | Concrete assembly type building construction method based on BIM | |
| CN105888248A (en) | Construction method of guiding informationization prefabricated member based on BIM (Building Information Modeling)) technology | |
| CN107330153B (en) | Two-stage parameterization construction method for prefabricated concrete structure BIM model | |
| CN109543233A (en) | A kind of electromechanical pipeline assembly construction method based on BIM technology | |
| CN109753753A (en) | A kind of bridge mould base intelligent design method based on BIM | |
| CN108268707A (en) | A kind of transfer station standard form method for drafting and transfer station construction method based on REVIT | |
| CN107843230A (en) | High and big die plate fastener type support frame deformation monitoring method and system based on BIM | |
| CN105731262A (en) | Tower crane plane arranging system and method based on BIM (building information modeling) technology | |
| CN112560134A (en) | Batch deepening design method of assembled structure laminated slab based on CAD and BIM | |
| KR20190099779A (en) | Method for designing a buildingstructure | |
| CN112364428A (en) | BIM technology-based pre-stressed variable cross-section box girder steel bar collision detection method | |
| CN112395671A (en) | BIM-based large-span arch bridge three-dimensional forward design method | |
| CN108416076A (en) | A kind of assembled architecture design method based on BIM technology | |
| CN110837713B (en) | BIM and finite element model synchronous optimization method and system for steel platform die carrier equipment | |
| CN110378039A (en) | A kind of aluminum alloy pattern plate design method and system based on Revit | |
| CN112861231A (en) | Forward BIM design method for truss type brace rod coupling system of steel structure bridge member | |
| CN108280578A (en) | Building project management system and method | |
| CN114077765A (en) | Dynamo project data management method and device and computer equipment | |
| CN115600277A (en) | Method for binding reinforcing steel bars in bridge cable tower anchoring area based on software secondary development technology |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170825 |