CN115470565A - Bridge construction method and system based on BIM technology - Google Patents
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- 229910000831 Steel Inorganic materials 0.000 claims description 8
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Abstract
The invention provides a bridge construction method and a system based on a BIM technology, which comprises the following steps: constructing a bridge model library and a BIM component library according to the basic information; establishing a three-dimensional model according to the bridge model library and the BIM component library; analyzing the collision of each part based on the three-dimensional model to determine a construction optimization guidance scheme; the method for establishing the three-dimensional visual information model according to the bridge model library comprises the following steps: making a parameterized family; extracting positioning information of the model component; extracting parameter information of the model component; the positioning information and the parameter information of the model components are collated and summarized to form an input data table which is in a format specification and can be read by a Dynamo tool; running a Dynamo tool to perform visual programming, calling a parameterized component family, reading an input data table, adjusting component family parameters in batches, and building a three-dimensional visual information model. The invention carries out visual programming by a Dynamo visual programming and Revit parametric modeling method, thereby improving the authenticity of building a three-dimensional visual information model.
Description
Technical Field
The invention relates to the technical field of bridge construction, in particular to a bridge construction method and a bridge construction system based on a BIM (building information modeling) technology.
Background
A bridge, which is generally a structure erected on rivers, lakes and seas to enable vehicles, pedestrians and the like to smoothly pass through; BIM is a new tool in architecture, engineering and civil engineering, which is used to describe computer aided designs based on three-dimensional graphics, object-oriented, and architecture.
The BIM technology starts relatively early abroad, is widely applied and is mature day by day. The foreign research applies the BIM technology to the fields of load analysis, drawing verification, construction management, equipment maintenance and the like of building engineering, and lays a foundation for the research of the domestic BIM.
The method is used for accurately creating the three-dimensional Information digital model of the bridge structure, and is a basis for applying a BIM (Building Information Modeling) technology in a road construction project. However, the application of the currently mainstream BIM core modeling software in the field of highway construction is not ideal, some BIM core modeling software lacks a modeling tool for a bridge BIM model, and some BIM core modeling software has higher learning and using cost. Among the three existing models of software, the Revit software is widely applied because of relatively low learning and using costs.
However, the current technology only carries out modeling through single software, and the modeling precision is insufficient, so that the final construction effect is poor.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a bridge construction method and a bridge construction system based on a BIM technology.
In order to achieve the purpose, the invention provides the following scheme:
a bridge construction method based on a BIM technology comprises the following steps:
acquiring the basic information of an actual bridge and an auxiliary facility;
constructing a bridge model library and a BIM component library according to the basic information;
establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
based on the three-dimensional visual information model, navisthrocks are adopted for collision check, and the collision among the reinforcing steel bars, the prestressed pipelines and the concrete pouring channels is analyzed to determine a construction optimization guidance scheme;
the Dynamo visualization programming and Revit parameterization modeling method based on the bridge model library is used for establishing a three-dimensional visualization information model according to the bridge model library, and comprises the following steps:
making a parameterized group;
extracting positioning information of the model component;
extracting parameter information of the model component;
the positioning information and the parameter information of the model components are collated and summarized to form an input data table which is in a format specification and can be read by a Dynamo tool;
running a Dynamo tool in Revit software for visual programming, calling a parameterized component family, and reading the input data table, adjusting component family parameters in batches, and building the three-dimensional visual information model.
Preferably, the acquiring of the actual bridge and infrastructure basic information includes:
surveying and mapping the bridge and the affiliated facilities to obtain surveying and mapping data;
determining base data from the mapping data; the basic data includes bridge member information and member connection information.
Preferably, the method further comprises the following steps:
constructing a construction process simulation animation according to the three-dimensional visual information model;
and rendering and roaming the construction process simulation animation by adopting Lumion9.0 to obtain a real effect video.
Preferably, the software for constructing the construction process simulation animation according to the three-dimensional visual information model is Cinema 4D.
Preferably, the construction process simulation animation includes: the construction method comprises the following steps of No. 0 steel bar binding construction animation, prestressed pipeline installation and arrangement construction animation, concrete pouring and vibrating construction animation, vertical prestress tensioning construction animation, cradle walking construction animation and bracket installation and bracket prepressing construction animation.
Preferably, the BIM component library comprises: the system comprises a BIM process video library, a BIM resource library and a BIM bridge database.
A bridge construction system based on BIM technology includes:
the information acquisition module is used for acquiring the basic information of the actual bridge and the auxiliary facilities;
the building module is used for building a bridge model library and a BIM component library according to the basic information;
the model establishing module is used for establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
the analysis module is used for performing collision inspection by adopting Navisvarks based on the three-dimensional visual information model, and analyzing the collision among the steel bars, the prestressed pipelines and the concrete pouring channels so as to determine a construction optimization guidance scheme;
wherein the model building module comprises:
a production unit for producing a parameterized family;
a positioning extraction unit for extracting positioning information of the model member;
a parameter extraction unit for extracting parameter information of the model member;
the table preparation unit is used for sorting and summarizing the positioning information and the parameter information of the model component to form an input data table with a standard format and capable of being read by a Dynamo tool;
and the visualization unit is used for operating a Dynamo tool in Revit software to perform visualization programming, calling a parameterized component family, reading the input data table, adjusting component family parameters in batches and building the three-dimensional visualization information model.
Preferably, the information acquiring module specifically includes:
the mapping unit is used for mapping the bridge and the affiliated facility to obtain mapping data;
an information determination unit for determining basic data from the mapping data; the basic data includes bridge member information and member connection information.
According to the specific embodiment provided by the invention, the invention discloses the following technical effects:
the invention provides a bridge construction method and a system based on a BIM technology, which comprises the following steps: acquiring the basic information of an actual bridge and an auxiliary facility; constructing a bridge model library and a BIM component library according to the basic information; establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method; based on the three-dimensional visual information model, navisthrocks are adopted for collision check, and the collision among the reinforcing steel bars, the prestressed pipelines and the concrete pouring channels is analyzed to determine a construction optimization guidance scheme; the method for establishing the three-dimensional visual information model according to the bridge model library based on Dynamo visual programming and Revit parameterization modeling comprises the following steps: making a parameterized group; extracting positioning information of the model component; extracting parameter information of the model component; the positioning information and the parameter information of the model components are collated and summarized to form an input data table which is in a format specification and can be read by a Dynamo tool; running a Dynamo tool in Revit software to perform visual programming, calling a parameterized component family, reading the input data table, adjusting component family parameters in batches, and building the three-dimensional visual information model. According to the invention, the construction process and the difficult and important point construction process can be simulated and optimized through the virtual construction characteristic of the BIM technology, and the visual programming is carried out through the Dynamo visual programming and the Revit parametric modeling method, so that the authenticity of building the three-dimensional visual information model is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without inventive exercise.
Fig. 1 is a flowchart of a method provided in an embodiment of the present invention.
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.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment can be included in at least one embodiment of the application. The appearances of the phrase in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. It is explicitly and implicitly understood by one skilled in the art that the embodiments described herein can be combined with other embodiments.
The terms "first," "second," "third," and "fourth," etc. in the description and claims of this application and in the accompanying drawings are used for distinguishing between different objects and not for describing a particular order. Furthermore, the terms "include" and "have," as well as any variations thereof, are intended to cover non-exclusive inclusions. For example, the inclusion of a list of steps, processes, methods, etc. is not limited to only those steps recited, but may alternatively include additional steps not recited, or may alternatively include additional steps inherent to such processes, methods, articles, or devices.
The invention aims to provide a bridge construction method and system based on a BIM technology, which can simulate and optimize construction procedures and difficult and serious construction processes through the virtual construction characteristic of the BIM technology, and carry out visual programming through Dynamo visual programming and Revit parametric modeling methods, thereby improving the authenticity of building the three-dimensional visual information model.
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description thereof.
Fig. 1 is a flowchart of a method provided in an embodiment of the present invention, and as shown in fig. 1, the present invention provides a bridge construction method based on a BIM technique, including:
step 100: acquiring the basic information of an actual bridge and an auxiliary facility;
step 200: constructing a bridge model library and a BIM component library according to the basic information;
step 300: establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
step 400: based on the three-dimensional visual information model, navisthrocks are adopted for collision check, and the collision among the reinforcing steel bars, the prestressed pipelines and the concrete pouring channels is analyzed to determine a construction optimization guidance scheme;
wherein the step 300 specifically includes:
step 301: making a parameterized family;
step 302: extracting positioning information of the model component;
step 303: extracting parameter information of the model component;
step 304: the positioning information and the parameter information of the model components are collated and summarized to form an input data table which is in a format specification and can be read by a Dynamo tool;
step 305: running a Dynamo tool in Revit software to perform visual programming, calling a parameterized component family, reading the input data table, adjusting component family parameters in batches, and building the three-dimensional visual information model.
Further, step 301 in this embodiment specifically includes:
s3011, grouping members: dividing all bridge members into different types of member families according to the functional and geometric characteristics of the bridge members;
s3012, selecting a family template: selecting corresponding family templates for different types of family members to be used for manufacturing family files according to different geometric characteristics and positioning modes of the family members;
s3013, making a contour group: adding a dimension marking parameter to control the position of the reference plane, and realizing the parameterization of the geometric dimension of the family member outline in a mode of locking the contour line and the reference plane;
s3014, fabricating a member family: the skeleton family is imported using a loft fusion tool/hollow loft fusion tool, creating a family of production parameterized building blocks.
Specifically, the implementation method of step 305 in this embodiment specifically includes:
reading input Data in an Excel file and storing the input Data into a corresponding array by using a Data and ImportExcel method; calling a positioning information placing component family in the array; assigning the read instance parameter data to the component family instance which is completely placed by using an element. And setting the parameter names and the parameter values to different levels during assignment.
Preferably, the step 100 specifically includes:
surveying and mapping the bridge and the affiliated facilities to obtain surveying and mapping data;
determining base data from the mapping data; the basic data includes bridge member information and member connection information.
As an optional implementation manner, in this embodiment, the creation of the family unit is completed by establishing a three-dimensional model by using Revit software and other auxiliary software, unifying the naming modes of the family file, and storing the family unit in a classified manner to form a bridge, a precast box girder family library and a model library.
Furthermore, a dynamic namo + Revit parameterization modeling mode is adopted, and the aims of reducing the modeling workload, shortening the time spent on modeling, improving the fineness of the model, reducing errors and the like are fulfilled. By adopting a Dynamo + Revit parameterized modeling mode, the gradient and the coverage range of the pier template, the spatial position of the parameterized positioning box girder segment, the section shape of the parameterized control segment and the positioning and the length of the prestressed steel bar are uniformly controlled. The method achieves the aims of reducing the modeling workload, shortening the modeling time, improving the model fineness, avoiding errors and the like.
Preferably, the method further comprises the following steps:
step 500: constructing a construction process simulation animation according to the three-dimensional visual information model;
step 600: and rendering and roaming the construction process simulation animation by adopting Lumion9.0 to obtain a real effect video.
Preferably, the application software of step 500 is Cinema 4D.
Preferably, the construction process simulation animation includes: the construction method comprises the following steps of No. 0 steel bar binding construction animation, prestressed pipeline installation and arrangement construction animation, concrete pouring and vibrating construction animation, vertical prestress tensioning construction animation, cradle walking construction animation and bracket installation and bracket prepressing construction animation.
Preferably, the BIM component library comprises: a BIM process video library, a BIM resource library and a BIM bridge database.
Specifically, when the method is implemented, a BIM component library meeting the requirements of the bridge is formulated, so that the project can be directly called when used conveniently.
Corresponding to the above method, this embodiment further provides a bridge construction system based on the BIM technology, including:
the information acquisition module is used for acquiring the basic information of the actual bridge and the auxiliary facilities;
the building module is used for building a bridge model library and a BIM component library according to the basic information;
the model establishing module is used for establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
the analysis module is used for performing collision inspection by adopting Naviswerks based on the three-dimensional visual information model, and analyzing the collision among the steel bars, the prestressed pipelines, the concrete pouring channels and the steel bars so as to determine a construction optimization guidance scheme;
wherein the model building module comprises:
a production unit for producing a parameterized family;
a positioning extraction unit for extracting positioning information of the model member;
a parameter extraction unit for extracting parameter information of the model member;
the table preparation unit is used for sorting and summarizing the positioning information and the parameter information of the model component to form an input data table with a standard format and capable of being read by a Dynamo tool;
and the visualization unit is used for operating a Dynamo tool in Revit software to perform visualization programming, calling the parameterized component family, reading the input data table, adjusting component family parameters in batches and building the three-dimensional visualization information model.
Preferably, the information acquiring module specifically includes:
the surveying and mapping unit is used for surveying and mapping the bridge and the attached facilities to obtain surveying and mapping data;
an information determination unit for determining basic data from the mapping data; the basic data includes bridge member information and member connection information.
The invention has the following beneficial effects:
according to the invention, the construction process and the difficult and important point construction process can be simulated and optimized through the virtual construction characteristic of the BIM technology, and the visual programming is carried out through the Dynamo visual programming and the Revit parametric modeling method, so that the authenticity of building the three-dimensional visual information model is improved.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. For the system disclosed by the embodiment, the description is relatively simple because the system corresponds to the method disclosed by the embodiment, and the relevant points can be referred to the description of the method part.
The principles and embodiments of the present invention have been described herein using specific examples, which are provided only to help understand the method and the core concept of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, the specific embodiments and the application range may be changed. In view of the above, the present disclosure should not be construed as limiting the invention.
Claims (8)
1. A bridge construction method based on a BIM technology is characterized by comprising the following steps:
acquiring the basic information of an actual bridge and an auxiliary facility;
constructing a bridge model library and a BIM component library according to the basic information;
establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
based on the three-dimensional visual information model, navisthrocks are adopted for collision check, and the collision among the reinforcing steel bars, the prestressed pipelines and the concrete pouring channels is analyzed to determine a construction optimization guidance scheme;
the Dynamo visualization programming and Revit parameterization modeling method based on the bridge model library is used for establishing a three-dimensional visualization information model according to the bridge model library, and comprises the following steps:
making a parameterized family;
extracting positioning information of the model component;
extracting parameter information of the model component;
the positioning information and the parameter information of the model components are collated and summarized to form an input data table which is in a format specification and can be read by a Dynamo tool;
running a Dynamo tool in Revit software to perform visual programming, calling a parameterized component family, reading the input data table, adjusting the parameters of the component family in batches, and constructing the three-dimensional visual information model.
2. The bridge construction method based on the BIM technology as claimed in claim 1, wherein the acquiring of the basic information of the actual bridge and the auxiliary facilities comprises:
surveying and mapping the bridge and the affiliated facilities to obtain surveying and mapping data;
determining base data from the mapping data; the basic data includes bridge member information and member connection information.
3. The bridge construction method based on the BIM technology as claimed in claim 1, further comprising:
constructing a construction process simulation animation according to the three-dimensional visual information model;
and rendering and roaming the construction process simulation animation by adopting Lumion9.0 to obtain a real effect video.
4. The bridge construction method based on the BIM technology as claimed in claim 3, wherein the software for constructing the construction process simulation animation according to the three-dimensional visual information model is Cinema 4D.
5. The BIM technology-based bridge construction method according to claim 3, wherein the construction process simulation animation comprises: the construction method comprises the following steps of No. 0 steel bar binding construction animation, prestressed pipeline installation and arrangement construction animation, concrete pouring and vibrating construction animation, vertical prestress tensioning construction animation, cradle walking construction animation and bracket installation and bracket prepressing construction animation.
6. The bridge construction method based on the BIM technology of claim 1, wherein the BIM component library comprises: a BIM process video library, a BIM resource library and a BIM bridge database.
7. A bridge construction system based on BIM technique, its characterized in that includes:
the information acquisition module is used for acquiring the basic information of the actual bridge and the auxiliary facilities;
the building module is used for building a bridge model library and a BIM component library according to the basic information;
the model establishing module is used for establishing a three-dimensional visual information model according to the bridge model library and the BIM component library based on a Dynamo visual programming and Revit parametric modeling method;
the analysis module is used for performing collision inspection by adopting Navisvarks based on the three-dimensional visual information model, and analyzing the collision among the steel bars, the prestressed pipelines and the concrete pouring channels so as to determine a construction optimization guidance scheme;
wherein the model building module comprises:
a production unit for producing a parameterized family;
a positioning extraction unit for extracting positioning information of the model member;
a parameter extraction unit for extracting parameter information of the model member;
the table preparation unit is used for sorting and summarizing the positioning information and the parameter information of the model component to form an input data table with a standard format and capable of being read by a Dynamo tool;
and the visualization unit is used for operating a Dynamo tool in Revit software to perform visualization programming, calling a parameterized component family, reading the input data table, adjusting component family parameters in batches and building the three-dimensional visualization information model.
8. The BIM technology-based bridge construction system of claim 7, wherein the information acquisition module specifically comprises:
the surveying and mapping unit is used for surveying and mapping the bridge and the attached facilities to obtain surveying and mapping data;
an information determination unit for determining basic data from the mapping data; the basic data includes bridge member information and member connection information.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115953510A (en) * | 2022-12-28 | 2023-04-11 | 华东交通大学 | Construction simulation animation manufacturing method for iron-involved swivel bridge |
| CN116127564A (en) * | 2022-12-27 | 2023-05-16 | 广东省建筑设计研究院有限公司 | Implementation method for lean construction of urban bridge based on BIM technology |
| CN116796516A (en) * | 2023-05-31 | 2023-09-22 | 深圳瑞和建筑装饰股份有限公司 | Construction simulation method for visualization of building information model parameters |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110362924A (en) * | 2019-07-16 | 2019-10-22 | 广州瀚阳工程咨询有限公司 | A method of creation precast segment bridge BIM model |
| CN113204812A (en) * | 2020-11-25 | 2021-08-03 | 中铁建工集团有限公司 | Method for creating bridge prestressed pipeline model by adopting Dynamo |
| CN114925425A (en) * | 2022-05-17 | 2022-08-19 | 中铁十局集团有限公司 | Method for parametrically creating highway bridge model |
-
2022
- 2022-10-31 CN CN202211341474.3A patent/CN115470565A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110362924A (en) * | 2019-07-16 | 2019-10-22 | 广州瀚阳工程咨询有限公司 | A method of creation precast segment bridge BIM model |
| CN113204812A (en) * | 2020-11-25 | 2021-08-03 | 中铁建工集团有限公司 | Method for creating bridge prestressed pipeline model by adopting Dynamo |
| CN114925425A (en) * | 2022-05-17 | 2022-08-19 | 中铁十局集团有限公司 | Method for parametrically creating highway bridge model |
Non-Patent Citations (1)
| Title |
|---|
| 梁浩: ""BIM技术在道路桥梁施工阶段的应用研究"", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116127564A (en) * | 2022-12-27 | 2023-05-16 | 广东省建筑设计研究院有限公司 | Implementation method for lean construction of urban bridge based on BIM technology |
| CN115953510A (en) * | 2022-12-28 | 2023-04-11 | 华东交通大学 | Construction simulation animation manufacturing method for iron-involved swivel bridge |
| CN116796516A (en) * | 2023-05-31 | 2023-09-22 | 深圳瑞和建筑装饰股份有限公司 | Construction simulation method for visualization of building information model parameters |
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