CN106326580A - Modeling and designing method for elevated structure BIM (Building Information Modeling) model - Google Patents
Modeling and designing method for elevated structure BIM (Building Information Modeling) model Download PDFInfo
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Abstract
The invention discloses a modeling and designing method for an elevated structure BIM (Building Information Modeling) model. The method comprises the following steps: S1, generating a spatial three-dimensional line based on an extracted line plane and longitudinal section data; S2, extracting the position of a center point of a pier plane and a corresponding lower structure type, generating an initial model of members of the corresponding pier lower structure, and further generating a three-dimensional model of the lower structure; S3, extracting upper standard structure profile parameters corresponding to line mileage points, generating final upper structure profiles of the line mileage points, and sweeping and lofting based on the spatial three-dimensional line to generate an upper structure three-dimensional model; S4, generating a complete BIM model with an elevated structure. By adopting the method, three-dimensional visualization of an elevated structural design is realized, and the generated model is vivid and easy to modify. Moreover, a whole life period database of the elevated structure is established, so that more bases can be laid for later-stage operation and maintenance.
Description
Technical field
The invention belongs to overhead design field, be specifically related to a kind of elevated structure BIM model modeling method for designing.
Background technology
At home in the middle of the basis transport development such as highway, light rail, municipal administration, the method for designing that its elevated structure is conventional at present
For: (1) utilizes elevated structure track plan, the governing factor such as Combining with terrain, planned road network to arrange substructure, generates overhead knot
Structure floor plan design；(2) elevated structure track profile is utilized, in conjunction with on the information placement bridge such as planar design, construction size
Substructure, generates elevated structure design elevation.
It is clear to see that the method for designing of above-mentioned elevated structure remains in the two-dimensional design stage, below its existence
Shortcomings and limitations: (1) result of design is two dimension drawing, it is impossible to directly perceived as threedimensional model；(2) plane graph and elevation belong to
Two parts relatively isolated, it is impossible to accomplish associated modification, in the design process, if circuit change or design local directed complete set
Time, needing plane graph and elevation to be modified simultaneously, workload is huge.And, there is no a suitable design the most yet
Software can be directly used in the middle of the design of elevated structure, the technical problem that there is currently with solution.
BIM (BIM) as a kind of emerging BUILDINGS MODELS method for designing, its have visualization, harmony,
The excellent characteristics such as simulation, optimization property and publishing picture property.But, BIM, at present also in conceptual schema, is not put to reality
Engineering design in the middle of.
Therefore, how to combine BIM technology and find a kind of more excellent elevated structure method for designing, become numerous engineering design row
Industry personage makes great efforts the direction of research.
Summary of the invention
In order to solve the defect existing for prior art, the invention provides a kind of brand-new elevated structure method for designing,
It combines BIM technology and achieves elevated structure three-dimensional visualization, and the model of generation is very directly perceived, and is prone to repair model
Change.
First, following noun or term are explained:
(1) circuit mileage points: according to designed lines specific range defined locations such as municipal administration, track traffic, highways；
(2) subtracting each other: three-dimensional manipulating term, boolean seeks difference operation.
In order to solve the problems referred to above, the present invention is achieved by techniques below scheme:
A kind of elevated structure BIM model modeling method for designing, it is characterised in that comprise the following steps:
S1, track plan based on extraction and longitudinal data, generate space three-dimensional circuit；
S2, the position extracting pier bit plane central point and substructure type of its correspondence, generate corresponding pedestal knot
The initial model of each component of structure, and then generate substructure threedimensional model；
S3, extract the top normal structure profile parameters that each circuit mileage points is corresponding, generate the final of each circuit mileage points
Superstructure profile, is then based on space three-dimensional circuit and scans setting-out generation superstructure threedimensional model；
S4, the complete BIM model of generation elevated structure.
Further, after described step S4, also include:
S5, in the complete BIM model of elevated structure, for each structure therein add non-geometry information.
Further, after described step S5, also include:
S6, according to requirement of engineering, inquire about, revise structure in the complete BIM model of elevated structure geological information and/or
Non-geometry information.
Further, in step sl, the sub-step generating space three-dimensional circuit includes:
S11, track plan based on extraction and longitudinal data, extract X1, Y1, Z1 coordinate of multiple respective point；
S12, X1, Y1, Z1 coordinate according to multiple respective point, utilize curve fit approach to generate space three-dimensional circuit.
Further, in step s 2, the sub-step generating substructure threedimensional model includes:
S21, the position extracting pier bit plane central point and substructure type of its correspondence, according to pier bit plane central point
Position set up corresponding first local coordinate system, read bearing pad stone, bridge pier, cushion cap, the data of pile foundation, to sequentially generate
Seat cushion stone, bridge pier, cushion cap, pile foundation, and then generate substructure based on pier bit plane central point；
S22, substructure is mapped at cushion cap top center point corresponding in the curve of space three-dimensional circuit, under generation
Portion's structure three-dimensional model.
Further, the data of described bearing pad stone include number, spacing, size, highly；The data of described bridge pier include
Pier type, size, pier are high；The data of described cushion cap include type, size, highly；The data of described pile foundation include radical, spacing,
Diameter, stake are long.
Further, in step s3, the sub-step generating superstructure threedimensional model includes:
S31, specify the cross section profile information of position and the two and central lines of track according to design information, a bridge
Relation, obtains the additional space point of each circuit mileage points, and wherein, cross section profile can uprise, broaden, and cross section profile is all right
Superelevation is set；
S32, setting up corresponding second local coordinate system with each additional space point for initial point, wherein, with spatial point, institute is online
The tangential direction of road plane curve is Z2 axle, and normal direction is X2 axle；
S33, for each circuit mileage points, extract the top normal structure profile parameters of its correspondence, its corresponding second
Local coordinate system generates structural outer section of outline and the internal cavities cross section of each additional space point position, thus generates each line
The final superstructure profile of road mileage points, wherein, this final superstructure variable contour；
S34, the final superstructure profile of each circuit mileage points is scanned setting-out based on space three-dimensional circuit, obtained
Each 3D solid performs phase reducing, generates superstructure threedimensional model.
Further, described non-geometry information includes mileage, designing unit, use unit, concrete grade, reinforcing bar guarantor
Covering thickness, reinforced steel bar strength, main muscle specification, prestressing force specification, pile foundation length.
Further, described geological information includes structured locus, under-clearance, span, construction size.
Further, the complete BIM model of elevated structure increases working template.
Compared with prior art, the method have the benefit that:
(1) for the present invention, it firstly generates space three-dimensional circuit, then permissible on the basis of this space three-dimensional circuit
Create the most rapidly corresponding three-dimensional information model for various types of other bridge upper and lower part structure, ultimately generate complete BIM
Model, thus realize the three-dimensional visualization of elevated structure design.In the present invention, after model is set up, it is possible not only to look into intuitively
See whether the information such as the locus of bridge structure, under-clearance, span, construction size meet engine request, and, by more
Model can be modified by new line and input data, very convenient.Therefore, the present invention meets Modern Traffic engineering and builds very much
If actual demand, the basic transport development field relevant at elevated structure has wide market prospect.
(2) for the present invention, its model set up is except comprising the geological information of structure, it is also possible to according to the reality of engineering
Need to add non-geometry information, thus set up elevated structure Life cycle data base, and then provide for later stage operation maintenance
More foundation.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is described in further detail, wherein:
Fig. 1 is the step schematic diagram of elevated structure BIM model modeling method for designing one embodiment of the present invention；
Fig. 2 is the space three-dimensional conspectus using the present invention to generate；
Fig. 3 is substructure threedimensional model schematic diagram using the present invention to generate；
Fig. 4 is the superstructure threedimensional model schematic diagram using the present invention to generate；
Fig. 5 is the complete BIM model schematic of the elevated structure using the present invention to generate；
Fig. 6 is the partial schematic diagram of the complete BIM model of the elevated structure using the present invention to generate.
Description of reference numerals:
1, space three-dimensional circuit；2, substructure threedimensional model；3, superstructure threedimensional model；4, elevated structure is complete
BIM model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred reality described herein
Execute example be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment 1
As shown in Fig. 1～Fig. 5, present embodiment discloses a kind of elevated structure BIM model modeling method for designing, including following
Step:
S1, track plan based on extraction and longitudinal data, generate space three-dimensional circuit 1.
For the present embodiment, in step sl, the sub-step generating space three-dimensional circuit 1 specifically includes:
S11, track plan based on extraction and longitudinal data, extract X1, Y1, Z1 coordinate of multiple respective point.
S12, X1, Y1, Z1 coordinate according to multiple respective point, utilize curve fit approach to generate space three-dimensional circuit 1, its
In, curve fit approach includes nurbs curve matching etc..
S2, the position extracting pier bit plane central point and substructure type of its correspondence, generate corresponding pedestal knot
The initial model of each component of structure, and then generate substructure threedimensional model 2；Wherein, substructure three-dimensional mould model 2 size,
Shapes etc. can be modified by each relevant parameter extracted.
For the present embodiment, in step s 2, the sub-step generating substructure threedimensional model 2 specifically includes:
S21, the position extracting pier bit plane central point and substructure type of its correspondence, according to pier bit plane central point
Position set up corresponding first local coordinate system and (with the normal direction of pier bit plane central point place horizontal curve for X3 axle, cut
Line direction is Y3 axle), read bearing pad stone, bridge pier, cushion cap, the data of pile foundation, with sequentially generate bearing pad stone, bridge pier, cushion cap,
Pile foundation, and then generate substructure based on pier bit plane central point.
Wherein, a kind of extracting method of the position of pier bit plane central point is: project space three-dimensional circuit 1 to big Horizon
Face (Z1=0) is to obtain projection plane route curve, then according to information such as starting point mileage, spans at projection plane route curve
The position of upper extraction pier bit plane central point.Certainly, can also there be other extracting method the position of pier bit plane central point, all belongs to
Equivalent protection scope in the present invention.
Wherein, the data of bearing pad stone include number, spacing, size, height etc., the data of bridge pier include pier type, size,
Pier is high, and the data of cushion cap include type, size, height etc., and the data of pile foundation include that radical, spacing, diameter, stake are long etc..
S22, the substructure described in step S21 is mapped in the curve of space three-dimensional circuit 1 correspondence cushion cap top
Central spot, generates substructure threedimensional model 2.
In the present embodiment, it is also possible to the engineering informations such as batch input mileage, span, thus Mass production based on pier position put down
Substructure type of face central point, it is achieved substructure of elevated structure is arranged, generates substructure threedimensional model 2.
S3, the top normal structure profile parameters extracting each circuit mileage points corresponding (include corner, shape, deck-molding etc.
Running parameter), generate the final superstructure profile of each circuit mileage points, be then based on space three-dimensional circuit 1 and scan setting-out life
Become superstructure threedimensional model 3.
For the present embodiment, in step s3, the sub-step of the superstructure threedimensional model 3 generating elevated structure is specifically wrapped
Include:
S31, specify the cross section profile information of position and the two and central lines of track according to design information, a bridge
Relation, obtains the additional space point of each circuit mileage points, and wherein, cross section profile can uprise, broaden, and cross section profile is all right
Superelevation is set.
S32, setting up corresponding second local coordinate system with each additional space point for initial point, wherein, with spatial point, institute is online
The tangential direction of road plane curve is Z2 axle, and normal direction is X2 axle.
S33, for each circuit mileage points, extract the top normal structure profile parameters of its correspondence, its corresponding second
Local coordinate system generates structural outer section of outline and the internal cavities cross section of each additional space point position, thus generates each line
The final superstructure profile of road mileage points, wherein, this final superstructure variable contour.
S34, the final superstructure profile of each circuit mileage points is scanned setting-out based on space three-dimensional circuit 1, obtained
Each 3D solid perform phase reducing, generate superstructure threedimensional model 3.
S4, the complete BIM model 4 of generation elevated structure.
By step S1～S4, generating the complete BIM model 4 of elevated structure, it is the most visual in image.And, for
The complete BIM model 4 of this elevated structure, in the design process, if when circuit change and design local directed complete set, only needs correspondence to update
Input data, regenerate model, in other words, use elevated structure BIM model modeling method for designing described in the present embodiment
The model generated is prone to amendment, and modification amount is little, is conducive to improving work efficiency.
S5, in the complete BIM model 4 of elevated structure, for each structure therein add non-geometry information.
Wherein, non-geometry information includes mileage, designing unit, use unit, concrete grade, cover to reinforcement thickness
Degree, reinforced steel bar strength, main muscle specification, prestressing force specification, pile foundation length etc..
By step S5, the model using elevated structure BIM model modeling method for designing described in the present embodiment to generate is set up
Play elevated structure Life cycle data base, thus provide a lot of foundations for later stage operation maintenance.
S6, according to requirement of engineering, inquire about, revise structure in the complete BIM model 4 of elevated structure geological information and/
Or non-geometry information.
Wherein, geological information includes the structure of superstructure, substructure, and more specifically, it includes structured sky
Between position, under-clearance, span, construction size etc..
In the present embodiment, it is also possible to the most arbitrarily check that the relevant information in model, such as inquiry Dun Liang connect
The structure (as shown in Figure 6) etc. at place, and model is not updated amendment, it will be apparent that, the present invention meets Practical Project well
Demand.
Additionally, in the present embodiment, the complete BIM model 4 of elevated structure increases working template, more to support
Beam type and pier type, so that the present invention disclosure satisfy that more engineering actual demand.
Described in the present embodiment, the other parts of elevated structure BIM model modeling method for designing see prior art.
The above, be only presently preferred embodiments of the present invention, and the present invention not makees any pro forma restriction, therefore
Every without departing from technical solution of the present invention content, any amendment of above example being made according to the technical spirit of the present invention,
Equivalent variations and modification, all still fall within the range of technical solution of the present invention.
Claims (10)
1. an elevated structure BIM model modeling method for designing, it is characterised in that comprise the following steps:
S1, track plan based on extraction and longitudinal data, generate space three-dimensional circuit；
S2, the position extracting pier bit plane central point and substructure type of its correspondence, generate corresponding pedestal structure each
The initial model of component, and then generate substructure threedimensional model；
S3, extract the top normal structure profile parameters that each circuit mileage points is corresponding, generate the final top of each circuit mileage points
Structure outline, is then based on space three-dimensional circuit and scans setting-out generation superstructure threedimensional model；
S4, the complete BIM model of generation elevated structure.
Elevated structure BIM model modeling method for designing the most according to claim 1, it is characterised in that after described step S4,
Also include:
S5, in the complete BIM model of elevated structure, for each structure therein add non-geometry information.
Elevated structure BIM model modeling method for designing the most according to claim 2, it is characterised in that after described step S5,
Also include:
S6, according to requirement of engineering, inquire about, revise the geological information of structure in the complete BIM model of elevated structure and/or non-several
What information.
4. according to elevated structure BIM model modeling method for designing described in any one of claims 1 to 3, it is characterised in that in step
In S1, the sub-step generating space three-dimensional circuit includes:
S11, track plan based on extraction and longitudinal data, extract X1, Y1, Z1 coordinate of multiple respective point；
S12, X1, Y1, Z1 coordinate according to multiple respective point, utilize curve fit approach to generate space three-dimensional circuit.
5. according to elevated structure BIM model modeling method for designing described in any one of claims 1 to 3, it is characterised in that in step
In S2, the sub-step generating substructure threedimensional model includes:
S21, the position extracting pier bit plane central point and substructure type of its correspondence, according to the position of pier bit plane central point
Set up vertical corresponding first local coordinate system, read bearing pad stone, bridge pier, cushion cap, the data of pile foundation, to sequentially generate a seat cushion
Stone, bridge pier, cushion cap, pile foundation, and then generate substructure based on pier bit plane central point；
S22, substructure is mapped at cushion cap top center point corresponding in the curve of space three-dimensional circuit, generates lower junction
Structure threedimensional model.
Elevated structure BIM model modeling method for designing the most according to claim 5, it is characterised in that: described bearing pad stone
Data include number, spacing, size, highly；The data of described bridge pier include that pier type, size, pier are high；The packet of described cushion cap
Include type, size, highly；The data of described pile foundation include that radical, spacing, diameter, stake are long.
7. according to elevated structure BIM model modeling method for designing described in any one of claims 1 to 3, it is characterised in that in step
In S3, the sub-step generating superstructure threedimensional model includes:
S31, specify the cross section profile information of position and the two pass with central lines of track according to design information, a bridge
System, obtains the additional space point of each circuit mileage points, and wherein, cross section profile can uprise, broaden, and cross section profile can also set
Put superelevation；
S32, set up corresponding second local coordinate system with each additional space point for initial point, wherein, put down with spatial point place circuit
The tangential direction of surface curve is Z2 axle, and normal direction is X2 axle；
S33, for each circuit mileage points, extract the top normal structure profile parameters of its correspondence, its corresponding second local
Coordinate system generates structural outer section of outline and the internal cavities cross section of each additional space point position, thus generates in each circuit
The final superstructure profile of journey point, wherein, this final superstructure variable contour；
S34, the final superstructure profile of each circuit mileage points is scanned setting-out, obtained each three based on space three-dimensional circuit
Dimension entity performs phase reducing, generates superstructure threedimensional model.
8. according to elevated structure BIM model modeling method for designing described in Claims 2 or 3, it is characterised in that: described non-geometric is believed
Breath includes mileage, designing unit, use unit, concrete grade, thickness of protection tier, reinforced steel bar strength, main muscle specification, pre-
Stress specification, pile foundation length.
Elevated structure BIM model modeling method for designing the most according to claim 3, it is characterised in that: described geological information bag
Include structured locus, under-clearance, span, construction size.
10. according to elevated structure BIM model modeling method for designing described in any one of claims 1 to 3, it is characterised in that: at height
The complete BIM model of shelf structure increases working template.
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| PCT/CN2017/095775 WO2018040838A1 (en) | 2016-08-29 | 2017-08-03 | Modeling and designing method for elevated structure bim model |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102385658A (en) * | 2011-11-18 | 2012-03-21 | 铁道第三勘察设计院集团有限公司 | Method for 3D parameterization modeling of high-speed railroad bridge under virtual reality environment |
| US20140214215A1 (en) * | 2013-01-29 | 2014-07-31 | Electronics And Telecommunications Research Institute | Building information model-based building energy management apparatus and method |
| CN104715113A (en) * | 2015-03-19 | 2015-06-17 | 中铁二局第五工程有限公司 | Method and device for conducting construction simulation on steel truss arch bridge through BIM |
| CN104965947A (en) * | 2015-06-29 | 2015-10-07 | 广州瀚阳工程咨询有限公司 | BIM (Building Information Modeling) technology based bridge three-dimensional design method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102222140B (en) * | 2011-06-10 | 2012-10-17 | 武汉理工大学 | Design drawing information extraction method of complex bridge structural analysis and modeling |
| CN106326580B (en) * | 2016-08-29 | 2019-11-29 | 广州地铁设计研究院股份有限公司 | A kind of elevated structure BIM model modeling design method |
-
2016
- 2016-08-29 CN CN201610752703.9A patent/CN106326580B/en active Active
-
2017
- 2017-08-03 WO PCT/CN2017/095775 patent/WO2018040838A1/en active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102385658A (en) * | 2011-11-18 | 2012-03-21 | 铁道第三勘察设计院集团有限公司 | Method for 3D parameterization modeling of high-speed railroad bridge under virtual reality environment |
| US20140214215A1 (en) * | 2013-01-29 | 2014-07-31 | Electronics And Telecommunications Research Institute | Building information model-based building energy management apparatus and method |
| CN104715113A (en) * | 2015-03-19 | 2015-06-17 | 中铁二局第五工程有限公司 | Method and device for conducting construction simulation on steel truss arch bridge through BIM |
| CN104965947A (en) * | 2015-06-29 | 2015-10-07 | 广州瀚阳工程咨询有限公司 | BIM (Building Information Modeling) technology based bridge three-dimensional design method |
Cited By (29)
| Publication number | Priority date | Publication date | Assignee | Title |
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