CN107609321A - Continuous bridge parametric modeling method based on Revit platforms - Google Patents
Continuous bridge parametric modeling method based on Revit platforms Download PDFInfo
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Abstract
The present invention relates to a kind of continuous bridge parametric modeling method based on Revit platforms, 1, import continuous bridge box section coordinate points numerical value, generate box beam skeleton pattern；2nd, line of reference, size marking and the restriction on the parameters of box section are added, establishes the three-dimensional box beam race component model of parametrization；3rd, according to box beam instance data, by the three-dimensional box beam race component model of the step S2 parametrizations established, the box beam instance model of full-bridge, and the title for changing each box beam race component instance model according to being actually needed are generated；4th, the rebar model of each box beam race component is established；5th, bridge pier, cushion cap, the component model of pile foundation are established.The present invention completes the statistics of quantities and drawing automatically generates, and good data platform basis is provided for later stage bridge BIM O＆M；Solves the problems such as Data duplication input existing for two-dimentional drawing, data are not general, spatial relationship is scattered, imparametrization, design parameter can not realize information linkage.
Description
Technical field
The invention belongs to bridge BIM (BIM) technical field, and in particular to a kind of company based on Revit platforms
Continuous beam bridge parametric modeling method.
Background technology
With the fast development of China Express Railway, largely prestressed concrete continuous beam is used in high ferro process of construction
Design form, and continuous beam occupies a big chunk ratio during railroad bridge is built, this is to Bridge Design, workmen even
Continuous beam design and construction propose requirements at the higher level.
In presently relevant technology, bridge drawing that designer designs is generally two-dimentional drawing, various lines in drawing
The length of bar, ratio etc. are artificial to be set, it is easy to error in data occurs；And it is difficult to find bridge in the laid out flat of two-dimentional drawing
Error in data in beam design, it is difficult to provide accurate data for bridge construction and support, made troubles for bridge construction.
The content of the invention
Problem be present to solve prior art, the invention provides a kind of continuous bridge parametrization based on Revit platforms
Modeling method, technical scheme comprise the following steps：
S1, import continuous bridge box section coordinate points numerical value, generate box beam skeleton pattern；
S2, line of reference, size marking and the restriction on the parameters for adding box section, establish the three-dimensional box beam race component of parametrization
Model；
S3, according to box beam instance data, it is complete by the three-dimensional box beam race component model of the step S2 parametrizations established, generation
The box beam instance model of bridge, and the title for changing each box beam race component instance model according to being actually needed；
S4, the rebar model for establishing each box beam race component；
S5, establish bridge pier, cushion cap, the component model of pile foundation.
Further, generation box beam skeleton pattern described in step 1 comprises the following steps that：
S1-1, the file format according to continuous bridge two dimension drawing, export numerical value and the preservation of box section coordinate points；
S1-2, the S1-1 numerical value of box section coordinate points preserved imported into Revit race, generate box beam profile die
Type.
Further, the three-dimensional box beam race component model that the foundation described in step 2 parameterizes comprises the following steps that：
S2-1, the line of reference for adding box section, the line of reference of vertical and horizontal is added in each point of intersection；
S2-2, the size marking for adding box section, restriction on the parameters, according to order from top to down, from left to right successively
Add the parameter information of box section；
S2-3, the instance parameter title for corresponding to box beam is added in same clan's type, the nothing if geometric parameter is instance parameter
New parameter need to be added；If without corresponding instance parameter, the phase between each parameter of equation editing is added according to geometry parameter information
Association system produces instance parameter；
S2-4, addition additional information, including：Box beam material, additional bar model, the prefabricated of box beam, engineering time, sedimentation
Observation information；
S2-5, selection box beam race component classification type, preserve the box beam race component model of parametrization.
Further, the parameter information of the box section added in S2-2, except the geometry parameter information of box beam in itself
Outside, in addition to the position parameter data of box beam Y-coordinate and Z coordinate, and all parameter informations added are disposed as example
Parameter.
Further, the box beam instance model of the generation full-bridge described in step step S3 comprises the following steps that：
S3-1, according to box beam instance data, instantiate box beam race component model successively, establish the case of the three dimensions of full-bridge
Beam instance model；
Box beam race instance model title corresponding to S3-2, batch modification, and corresponded with the beam section on drawing.
Further, the rebar model for establishing each box beam race component described in step S4 comprises the following steps that：
The locus that S4-1, the steel bar arrangement figure according to each box beam race component calculate the reinforcing bar of each box beam race component is sat
Mark, is stored according to certain format；
S4-2, model line drawn out according to the section feature of each box beam race component and the locus coordinate of reinforcing bar, passed through
Selection reinforcing bar type and hook-type, by model line be converted to required for longitudinal reinforcement and stirrup rebar model.
Further, establish bridge pier, cushion cap, the component model of pile foundation described in step S5 comprise the following steps that：
S5-1, the bridge pier for establishing bridge bottom, cushion cap, pile foundation parametrization race's component, save as bridge pier respectively, hold
Race's component file of platform, pile foundation；
S5-2, race's component file of bridge pier, cushion cap, pile foundation imported into a newly-built beam bridge lower member race,
It is overall to be loaded into item file；
S5-3, X, Y according to beam bridge lower member, Z coordinate positional information, batch are imported in beam bridge lower member race, and
The numbering title of bridge lower member race corresponding to modification；
S5-4, the rebar model of addition beam bridge lower member race.
Beneficial effects of the present invention：
1) the full-bridge BIM models completed are established according to this method, the statistics and drawing for completing quantities automatically generate；And
And be the bridge BIM O＆Ms in later stage, such as continuous beam monitoring field provides good data platform basis.
2) solves Data duplication input existing for traditional two-dimentional drawing, data are not general, spatial relationship is scattered, non-ginseng
Numberization, design parameter can not realize the problems such as information linkage.
Brief description of the drawings
Fig. 1 is the logical flow chart of the present invention；
Fig. 2 shows the three-dimensional box beam race component model of parametrization；
Fig. 3 shows the model schematic of bridge lower member.
Embodiment
Below in conjunction with the accompanying drawings, embodiments of the present invention are illustrated.
As shown in figure 1, it is the logical flow chart of the present invention.A kind of continuous bridge parametric modeling based on Revit platforms
Method, comprise the following steps：
S1, import continuous bridge box section coordinate points numerical value, generate box beam skeleton pattern；
S1-1, the file format according to continuous bridge two dimension drawing, export numerical value and the preservation of box section coordinate points；
S1-2, the S1-1 numerical value of box section coordinate points preserved imported into Revit race, generate box beam profile die
Type.
S2, line of reference, size marking and the restriction on the parameters for adding box section, establish the three-dimensional box beam race component of parametrization
Model, as shown in Figure 2；
S2-1, the line of reference for adding box section, the line of reference of vertical and horizontal is added in each point of intersection；
S2-2, the size marking for adding box section, restriction on the parameters, according to order from top to down, from left to right successively
Add the parameter information of box section, parameter information in addition to box beam geometry parameter information in itself, in addition to box beam Y-coordinate and
The position parameter data of Z coordinate, and all parameter informations added are disposed as instance parameter, it can facilitate afterwards
Adjusted in item file, change the specific size of box beam；
S2-3, the instance parameter title for corresponding to box beam is added in same clan's type, the nothing if geometric parameter is instance parameter
New parameter need to be added；If without corresponding instance parameter, the phase between each parameter of equation editing is added according to geometry parameter information
Association system produces instance parameter；
S2-4, addition additional information, including：Box beam material, additional bar model, the prefabricated of box beam, engineering time, sedimentation
Observation information；
S2-5, selection box beam race component classification type, preserve the box beam race component model of parametrization, are easy to loading project
In file.
S3, according to box beam instance data, it is complete by the three-dimensional box beam race component model of the step S2 parametrizations established, generation
The box beam instance model of bridge, and the title for changing each box beam race component instance model according to being actually needed；
S3-1, according to box beam instance data, instantiate box beam race component model successively, establish the case of the three dimensions of full-bridge
Beam instance model；
Box beam race instance model title corresponding to S3-2, batch modification, and corresponded with the beam section on drawing.
S4, the rebar model for establishing each box beam race component；
The locus that S4-1, the steel bar arrangement figure according to each box beam race component calculate the reinforcing bar of each box beam race component is sat
Mark, is stored according to certain format；
S4-2, the section feature according to each box beam race component and reinforcing bar locus coordinate draw out model line, pass through
Selection reinforcing bar type and hook-type, by model line be converted to required for longitudinal reinforcement and stirrup rebar model.
S5, bridge pier, cushion cap, the component model of pile foundation are established, as shown in Figure 3；
S5-1, the bridge pier for establishing bridge bottom, cushion cap, pile foundation parametrization race's component, save as bridge pier respectively, hold
Race's component file of platform, pile foundation；When tribe's component under bridge is established in this step, add the method for parameter and step S2-2,
S2-3, S2-4 are similar, are not described in detail；
S5-2, race's component file of bridge pier, cushion cap, pile foundation imported into a newly-built beam bridge lower member race,
It is overall to be loaded into item file；
S5-3, X, Y according to beam bridge lower member, Z coordinate positional information, batch are imported in beam bridge lower member race, and
The numbering title of beam bridge lower member race corresponding to modification；Change the method and step of the numbering title of beam bridge lower member race
S3-2 is similar, is not described in detail；
S5-4, the rebar model of addition beam bridge lower member race, it is similar to add method and the step S4-2 of rebar model,
It is not described in detail.
In the present embodiment, the intermediate data being related in each step is preserved with the pattern of Excel tables, and batch processing process is with C#
Language is programmed realization.
Claims (7)
1. the continuous bridge parametric modeling method based on Revit platforms, it is characterised in that comprise the following steps：
S1, import continuous bridge box section coordinate points numerical value, generate box beam skeleton pattern；
S2, line of reference, size marking and the restriction on the parameters for adding box section, establish the three-dimensional box beam race component dies of parametrization
Type；
S3, according to box beam instance data, the three-dimensional box beam race component model established by step S2, generate the box beam example of full-bridge
Model, and the title for changing each box beam race component instance model according to being actually needed；
S4, the rebar model for establishing each box beam race component；
S5, establish bridge pier, cushion cap, the component model of pile foundation.
2. the continuous bridge parametric modeling method according to claim 1 based on Revit platforms, it is characterised in that step
Generation box beam skeleton pattern described in rapid 1 comprises the following steps that：
S1-1, the file format according to continuous bridge two dimension drawing, export numerical value and the preservation of box section coordinate points；
S1-2, the S1-1 numerical value of box section coordinate points preserved imported into Revit race, generate box beam skeleton pattern.
3. the continuous bridge parametric modeling method according to claim 1 based on Revit platforms, it is characterised in that step
The three-dimensional box beam race component model of foundation parametrization described in rapid 2 comprises the following steps that：
S2-1, the line of reference for adding box section, the line of reference of vertical and horizontal is added in each point of intersection；
S2-2, the size marking for adding box section, restriction on the parameters, are added successively according to order from top to down, from left to right
The parameter information of box section；
S2-3, the instance parameter title for corresponding to box beam is added in same clan's type, need not added if geometric parameter is instance parameter
Add new parameter；If without corresponding instance parameter, according to associated between geometry parameter information addition each parameter of equation editing
System produces instance parameter；
S2-4, addition additional information, including：Box beam material, additional bar model, the prefabricated of box beam, engineering time, settlement observation
Information；
S2-5, selection box beam race component classification type, preserve the box beam race component model of parametrization.
4. the continuous bridge parametric modeling method according to claim 3 based on Revit platforms, it is characterised in that S2-
The parameter information of the box section added in 2, in addition to the geometry parameter information of box beam in itself, in addition to box beam Y-coordinate and Z
The position parameter data of coordinate, and all parameter informations added are disposed as instance parameter.
5. the continuous bridge parametric modeling method according to claim 1 based on Revit platforms, it is characterised in that step
The box beam instance model of generation full-bridge described in rapid step S3 comprises the following steps that：
S3-1, according to box beam instance data, instantiate box beam race component model successively, the box beam for establishing the three dimensions of full-bridge is real
Example model；
Box beam instance model title corresponding to S3-2, batch modification, and corresponded with the beam section on drawing.
6. the continuous bridge parametric modeling method according to claim 1 based on Revit platforms, it is characterised in that step
The rebar model for establishing each box beam race component described in rapid S4 comprises the following steps that：
S4-1, the steel bar arrangement figure according to each box beam race component calculate the locus coordinate of the reinforcing bar of each box beam race component,
Stored according to certain format；
S4-2, model line drawn out according to the section feature of each box beam race component and the locus coordinate of reinforcing bar, pass through selection
Reinforcing bar type and hook-type, model line is converted to required for longitudinal reinforcement and stirrup rebar model.
7. the continuous bridge parametric modeling method according to claim 1 based on Revit platforms, it is characterised in that step
Establish bridge pier, cushion cap, the component model of pile foundation described in rapid S5 comprise the following steps that：
S5-1, the bridge pier for establishing bridge bottom, cushion cap, pile foundation parametrization race's component, save as respectively bridge pier, cushion cap,
Race's component file of pile foundation；
S5-2, race's component file of bridge pier, cushion cap, pile foundation imported into a newly-built beam bridge lower member race, it is overall
It is loaded into item file；
S5-3, X, Y according to beam bridge lower member, Z coordinate positional information, batch is imported in beam bridge lower member race, and is changed
The numbering title of corresponding bridge lower member race；
S5-4, the rebar model of addition beam bridge lower member race.
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Inventor after: Xie Dongdong Inventor after: Chang Chunzhang Inventor after: Sun Yanlin Inventor after: Wang Dong Inventor after: Li Hui Inventor after: Hua Jinghua Inventor before: Xie Dongdong Inventor before: Hua Jinghua Inventor before: Sun Yanlin Inventor before: Wang Dong Inventor before: Li Hui Inventor before: Chang Chunzhang |