CN113268802A - Dynamic simulation method for steel truss roof construction based on BIM technology - Google Patents
Dynamic simulation method for steel truss roof construction based on BIM technology Download PDFInfo
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- 238000005094 computer simulation Methods 0.000 title claims abstract description 34
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Abstract
The invention discloses a dynamic simulation method of steel truss roof construction based on a BIM technology, which belongs to the technical field of steel truss roof construction and comprises the following steps: the method comprises the following steps: according to a project design drawing and construction parameters, establishing a three-dimensional digital model of a construction scheme through a Revit modeling platform in BIM; step two: the model obtained in the first step is guided into Navisthrocks software through Revit software to carry out single-professional model collision detection, and if a problem is detected, the model is returned to the Navisthrocks software to be modified.
Description
Technical Field
The invention relates to the technical field of steel truss roof construction, in particular to a dynamic simulation method of steel truss roof construction based on a BIM (building information modeling) technology.
Background
The BIM construction technology refers to a Building Information model (Building Information Modeling) or Building Information Management (Building Information Management) which is based on various relevant Information data of a Building engineering project, establishes a three-dimensional Building model, and simulates real Information of a Building through digital Information. The method has eight characteristics of information completeness, information relevance, information consistency, visualization, coordination, simulation, optimization and graphing.
Steel trusses refer to trusses made of steel. The steel truss is used as a main bearing component in roof structures, crane beams, bridges, hydraulic gates and the like of industrial and civil buildings. Space steel trusses composed of three-face, four-face or multi-face plane trusses are commonly used for various tower frames, such as mast towers, television towers, power transmission line towers and the like. Compared with a solid-web steel beam, the steel truss is characterized in that a flange is replaced by a chord member and a web member is replaced by a web member, and the web member and the chord member are connected with each other at each node through a gusset plate (or other parts) by welding seams or other connections; sometimes the bars may be welded (or otherwise connected) directly to each other without the gusset plate. Thus, the bending moment when the whole plane truss is bent is expressed as the axial compression and tension of the upper chord and the lower chord, and the shearing force is expressed as the axial compression or tension of each web member.
When the steel truss roof is constructed according to a design drawing, not only are elements such as construction technology, construction materials and human resources required to be considered, but also other factors in the construction process are required to be considered, the construction progress management usually depends on the experience of managers, the accuracy has great difference, the construction difficulty is increased, and meanwhile, the efficiency of steel truss roof construction is reduced.
Based on the method, the invention particularly relates to a dynamic simulation method for steel truss roof construction based on the BIM technology, so as to solve the problems.
Disclosure of Invention
The invention aims to provide a dynamic simulation method for steel truss roof construction based on a BIM (building information modeling) technology, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to a project design drawing and construction parameters, establishing a three-dimensional digital model of a construction scheme through a Revit modeling platform in BIM;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step two;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation and analysis optimization;
step five: and (3) making a video of steel truss roof construction through Navisvarks software in BIM.
The dynamic simulation method for steel truss roof construction based on the BIM technology further comprises the steps that the three-dimensional digital model comprises an environment model and a construction facility model;
the environment model is the virtual layout field of the construction scheme, and the environmental influence factors of the front-end and rear-end construction processes;
the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme.
The dynamic simulation method for steel truss roof construction based on the BIM technology further comprises the steps of associating the models into different task groups according to construction procedures, combining the construction plan with the actual situation of the site through 4D simulation of the BIM, simulating construction areas, pedestrian flow lines, material stacking positions, equipment hoisting paths and avoidance areas of each stage, avoiding cross construction phenomena of different specialties and avoiding potential safety hazards.
According to the dynamic simulation method for steel truss roof construction based on the BIM technology, disclosed by the invention, further, in the construction process with special knot structural formula and complex process in the fourth step, model structures are displayed by adopting different colors and different viewing angles, so that field constructors can accurately see internal components of engineering construction, and an observer can conveniently and visually see the construction progress from inside to outside.
The dynamic simulation method for steel truss roof construction based on the BIM technology further selects at least one of three simulation environments of earthquake simulation, wind and snow simulation and rainwater simulation to perform simulation detection on the qualified model in the third step.
According to the dynamic simulation method for steel truss roof construction based on the BIM technology, disclosed by the invention, further, two-dimensional plotting and engineering quantity calculation are completed in Revit by each specialty.
Compared with the prior art, the invention has the beneficial effects that: according to the invention, the BIM technology is utilized to realize four-dimensional visual dynamic simulation of the steel truss roof construction process, the steel truss roof construction process is displayed more visually, project design drawings and construction parameters can be effectively optimized, the construction scheme is more reasonable, the problems in the construction process are reduced, meanwhile, the operation of constructors is facilitated, the occurrence of precision difference is avoided, the construction difficulty is reduced, the efficiency of steel truss roof construction is improved, and the method is worthy of popularization and use.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all 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.
The first embodiment is as follows:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and then performing earthquake simulation detection;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
Example two:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and then performing wind and snow simulation detection;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
Example three:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and performing rainwater simulation detection;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
Example four:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and then performing earthquake simulation and wind and snow simulation detection respectively;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
Example five:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and then performing earthquake simulation and rainwater simulation detection respectively;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
Example six:
a dynamic simulation method for steel truss roof construction based on a BIM technology comprises the following steps:
the method comprises the following steps: according to project design drawings and construction parameters, a three-dimensional digital model of a construction scheme is established through a Revit modeling platform in BIM, wherein the three-dimensional digital model comprises an environment model and a construction facility model, and the environment model is a virtual arrangement site, a front construction procedure environment influence factor and a rear construction procedure environment influence factor of the construction scheme; the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, synchronously modifying the design drawing and the construction parameters in the step two, and then performing earthquake simulation, wind and snow simulation and rainwater simulation detection respectively;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation, analysis and optimization to obtain an optimal construction scheme;
the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage are simulated, the cross construction phenomenon of different specialties is avoided, and the potential safety hazard is avoided;
in addition, in the construction process with special middle knot structural type and complex process, the model structures are displayed by adopting different colors and different viewing angles, so that field construction personnel can accurately see the internal components of the engineering construction, and an observer can conveniently and visually see the construction progress from the inside to the outside;
step five: manufacturing a video of the optimal construction scheme of the steel truss roof through Navisvarks software in BIM;
and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
The invention realizes four-dimensional visual dynamic simulation of the steel truss roof construction process by utilizing the BIM technology, displays the steel truss roof construction process more visually, can effectively optimize project design drawings and construction parameters, makes the construction scheme more reasonable, reduces the problems in the construction process, simultaneously facilitates the practical operation of auxiliary constructors, avoids the occurrence of precision difference, reduces the construction difficulty, improves the efficiency of steel truss roof construction, and is worthy of popularization and use
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (6)
1. A dynamic simulation method for steel truss roof construction based on a BIM technology is characterized by comprising the following steps:
the method comprises the following steps: according to a project design drawing and construction parameters, establishing a three-dimensional digital model of a construction scheme through a Revit modeling platform in BIM;
step two: guiding the model obtained in the step one into Navisthroks software through Revit software to perform single-professional model collision detection, returning to the model to modify if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step one;
step three: performing full-professional model collision detection on the model qualified in the step two, returning to the model obtained in the step two for modification if a problem is detected, and synchronously modifying the design drawing and the construction parameters in the step two;
step four: giving time parameters to the qualified model detected in the step three, simulating the assembly process of the whole steel truss roof through 4D animation simulation, and performing dynamic simulation and analysis optimization;
step five: and (3) making a video of steel truss roof construction through Navisvarks software in BIM.
2. The dynamic simulation method for steel truss roof construction based on the BIM technology as claimed in claim 1, wherein: the three-dimensional digital model comprises an environment model and a construction facility model;
the environment model is the virtual layout field of the construction scheme, and the environmental influence factors of the front-end and rear-end construction processes;
the construction facility model is the operation facility of mechanical equipment, templates and moulds adopted by the construction scheme.
3. The dynamic simulation method for steel truss roof construction based on the BIM technology as claimed in claim 1, wherein: the model is related to different task groups according to the construction process, the construction plan is combined with the actual situation of the site through 4D simulation of BIM, and the construction area, the pedestrian flow path, the material stacking position, the equipment hoisting path and the avoidance area of each stage of each specialty are simulated.
4. The dynamic simulation method for steel truss roof construction based on the BIM technology as claimed in claim 1, wherein: in the fourth step, the model structure is displayed by adopting different colors and different viewing angles in the construction process with special structural formula and complex process.
5. The dynamic simulation method for steel truss roof construction based on the BIM technology as claimed in claim 1, wherein: and selecting at least one of three simulation environments of earthquake simulation, wind and snow simulation and rainwater simulation to perform simulation detection on the qualified model detected in the step three.
6. The dynamic simulation method for steel truss roof construction based on the BIM technology as claimed in claim 1, wherein: and (4) finishing two-dimensional plotting and engineering quantity calculation in Revit by each specialty.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104866659A (en) * | 2015-05-13 | 2015-08-26 | 江苏新蓝天钢结构有限公司 | Steel structure integral hoisting method based on BIM |
| CN106202723A (en) * | 2016-07-10 | 2016-12-07 | 北京工业大学 | A kind of BIM subway work method |
| CN109190252A (en) * | 2018-09-05 | 2019-01-11 | 北京比目鱼信息科技有限责任公司 | A kind of construction method based on R-N5DL-BIM technology |
| CN109948224A (en) * | 2019-03-12 | 2019-06-28 | 北京工业大学 | A kind of architectural engineering information interacting method that actual situation combines |
| JP2020071581A (en) * | 2018-10-30 | 2020-05-07 | 前田建設工業株式会社 | Construction simulation device, construction simulation method, and program |
-
2021
- 2021-06-07 CN CN202110633721.6A patent/CN113268802A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104866659A (en) * | 2015-05-13 | 2015-08-26 | 江苏新蓝天钢结构有限公司 | Steel structure integral hoisting method based on BIM |
| CN106202723A (en) * | 2016-07-10 | 2016-12-07 | 北京工业大学 | A kind of BIM subway work method |
| CN109190252A (en) * | 2018-09-05 | 2019-01-11 | 北京比目鱼信息科技有限责任公司 | A kind of construction method based on R-N5DL-BIM technology |
| JP2020071581A (en) * | 2018-10-30 | 2020-05-07 | 前田建設工業株式会社 | Construction simulation device, construction simulation method, and program |
| CN109948224A (en) * | 2019-03-12 | 2019-06-28 | 北京工业大学 | A kind of architectural engineering information interacting method that actual situation combines |
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