CN115587412A - Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit - Google Patents
Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit Download PDFInfo
- Publication number
- CN115587412A CN115587412A CN202211277540.5A CN202211277540A CN115587412A CN 115587412 A CN115587412 A CN 115587412A CN 202211277540 A CN202211277540 A CN 202211277540A CN 115587412 A CN115587412 A CN 115587412A
- Authority
- CN
- China
- Prior art keywords
- arithmetic unit
- line
- revit
- wood structure
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
- G06F30/23—Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Computational Mathematics (AREA)
- Civil Engineering (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Architecture (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a method for modeling a light wood structure wall body frame based on a Rhino InsideRevit, which comprises the following steps: integrating the Grasshopper into the Revit platform in response to the rhino lncidevit, loading the Revit parameterized building block family; picking input of the wall and loading of the parameterized components; obtaining wall contour lines and screening and classifying component positioning lines; generating door and window opening support columns with corresponding numbers; and finishing the establishment of the model according to the positioning line and the section information. The invention also discloses a calculation method. Compared with the prior art, the method improves the design and modeling efficiency of the light wood structure wall frame model and can quickly obtain more accurate engineering quantity data.
Description
Technical Field
The invention belongs to the technical field of building modeling, and particularly relates to a method for modeling and calculating a light wood structure wall body frame based on a Rhino Inside Revit.
Background
The light wood structure is a single-layer or multi-layer building structure consisting of a wood frame wall body made of standard materials, wood-based structural plates or gypsum boards, a floor slab and a roof system, and compared with concrete and steel structures, the light wood structure system has certain advantages in the aspects of energy conservation and heat preservation, economy, carbon sequestration and emission reduction, construction efficiency and the like. The light wood structure wall frame is formed by connecting and combining wood components such as top beam plates, bottom beam plates, floor beam plates, through long wall skeleton columns, cross braces and the like which are made of specification materials through nails.
In the prior art, chinese patent publication No. CN114756935a discloses a light steel keel partition parametric modeling method and system based on rhino. Data of a target wall body needing to generate a light steel keel partition wall in the reference model is picked up by using various calculators to obtain arrangement points of corresponding top and bottom keels, vertical keels and transverse keels; according to the reference plane of the parameterization family of the parameterization component, endowing a three-dimensional working plane corresponding to each arrangement point; and calling a parameterization family to establish a model of the top keel, the bottom keel, the vertical keel and the transverse keel.
The prior art has the defect that the modeling method aims at the light steel keel partition wall, and the light steel keel partition wall and the light wood structure have different mechanical properties and different compliance specifications, so the scheme cannot be directly applied to the building of the light wood structure wall. The method specifically comprises the following steps: because the mechanical properties of steel and wood are different, the structural arrangement regulations of two wall frames are greatly different in the national specification, the difference is reflected not only in different naming modes and section shapes of components at the same position, but also in a reinforcing mode of structures around a hole, for example, an additional transverse keel and an additional vertical keel are required to be added at the door and window hole of a light steel keel partition wall, and components such as a door and window hole lintel and a support column are required to be additionally added at the door and window hole of a light wood structure wall according to the size of the hole.
In the prior art, a related automatic modeling plug-in for a light wood structure building structure frame (specifically, a plug-in for an automatic modeling for a light wood structure building structure frame V1.0 "in a chinese software copyright" 2018SR 427576) also exists, and the plug-in is manufactured by a visual programming platform Dynamo. The insert has the following disadvantages: first, the threshold for using the insert is high, which is not conducive to being generalized among construction engineers. The method specifically comprises the following steps: for the construction engineer, the platform is unfamiliar, and the use of the plug-in has a high threshold, and a certain amount of effort is required to learn the basic operations of Dynamo. Secondly, the insert is less flexible to use. The method specifically comprises the following steps: the plug-in has the advantages that the main input end of the plug-in is structural design parameters, the modeling result is changed according to the change of the input parameters, the real-time visual modification and adjustment of the modeling result through a 'dragging' command at the Revit using end are not supported, and the flexibility of the use of software is poor.
Therefore, the technical problems of high use threshold and poor use effect exist in the existing light wood structure wall body frame modeling scheme.
Disclosure of Invention
Technical problem to be solved
Based on the method, the invention provides a light wood structure wall body frame modeling method based on the Rhino Inside Revit, and aims to solve the technical problems of high use threshold and poor use effect of the existing light wood structure wall body frame modeling scheme.
(II) technical scheme
In order to solve the technical problems, the invention provides a light wood structure wall body frame modeling method based on a Rhino Inside Revit, which comprises the following steps: responding to the Rhino Inside Revit, integrating a built-in visual programming plug-in Grasshopper of the Rhino into a Revit platform, calling a Load componentFamily arithmetic unit, and loading the SPF parameterized component family locally stored by the Revit; the method for modeling the light wood structure wall body frame based on the Rhino Inside Revit further comprises the following steps:
s1, picking up and inputting a wall body and loading a parameterized component;
s2, obtaining a wall contour line and screening and classifying vertical and horizontal positioning lines of the component;
s3, judging the size of the wall opening according to the specification to generate door and window opening support columns with corresponding numbers;
and S4, completing the establishment of the light wood structure wall body frame model according to the member positioning line and the section information.
The invention also provides a method for calculating the amount of the light wood structure wall body frame based on the Rhino Inside Revit, which comprises the method for modeling the light wood structure wall body frame based on the Rhino Inside Revit, and the method for calculating the amount of the light wood structure wall body frame based on the Rhino Inside Revit further comprises the following steps: and S5, reading the light wood structure wall frame building information model completed in the step S4, and carrying out engineering quantity statistics.
(III) advantageous effects
Compared with the prior art, the light wood structure wall body frame modeling and calculating method based on the Rhino Inside Revit has the following advantages:
according to the method, a radio and Grasshopper visual programming platform familiar to a construction engineer is integrated into a construction information model software platform Revit, and a set of rapid modeling and calculation method suitable for building a light wood structure wall frame BIM model is designed through calling and combining Grasshopper calculators, so that the engineer is free from repeated and heavy manual modeling labor, more accurate engineering quantity data is rapidly obtained at the early stage of a project, the design modeling efficiency of the light wood structure wall frame model is improved, more accurate engineering quantity data can be rapidly obtained, and the economic benefit of the project is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced 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 that other drawings can be obtained according to the drawings without creative efforts.
FIGS. 1-31 are schematic diagrams of the operation interface and results of the present invention; wherein:
fig. 1 is a schematic diagram of loading a family of SPF parameterized components stored locally by Revit.
Fig. 2 is a schematic diagram one (keel column spacing) of information of a wall frame with a light wood structure.
Fig. 3 is a second schematic diagram (with or without a floor beam plate) of information of a wall frame with a light wood structure.
Fig. 4 is a schematic diagram three (single-layer or double-layer top beam plate) of information of a wall frame with a light wood structure.
FIG. 5 is a schematic diagram of a method for constructing XY reference planes for a roof rail and a floor rail using an Analyze Wall operator.
Figure 6 is a schematic representation of the XY reference plane of the constructed top and bottom beam panels.
FIG. 7 is an operation diagram of the intersection line of the vertical working plane of the center line of the wall body and the wall geometry.
FIG. 8 is a schematic diagram of the operation of screening out contour lines.
FIG. 9 is a schematic diagram of a screened contour line.
FIG. 10 is a diagram illustrating operations of edge filtering using a Similarity operator.
FIG. 11 is a schematic view of a screened edge line.
Fig. 12 is an operation diagram illustrating an operation of projecting the end point of the horizontal side line on the door/window opening to the upper side line of the outer frame of the wall by using an arithmetic unit.
Fig. 13 is a schematic view of the end point projection of the horizontal sideline on the door/window opening to the upper sideline of the wall outer frame.
Fig. 14 is an operation diagram of determining a positioning line of a through-wall stud in the vertical direction by an operator.
Fig. 15 is a schematic view of the positioning line of the through stud in the vertical direction.
FIG. 16 is a schematic diagram illustrating the operation of forming the positioning lines of the upper and lower studs of the window opening and the upper stud of the door opening.
FIG. 17 is a schematic diagram of the positioning lines of the upper and lower short columns of the window opening and the upper short column of the door opening.
FIG. 18 is a schematic diagram of the operation of screening a location line.
FIG. 19 is a schematic view of the location lines of the screen.
FIG. 20 is a schematic view of a single-side positioning point of the hole supporting pillar of the door/window.
FIG. 21 is a schematic view of a single-side positioning point of a hole supporting pillar of a door/window.
Fig. 22 is a schematic view of a vertical positioning line of a window/door opening support pillar.
FIG. 23 is a schematic view of a vertical positioning line of a hole supporting pillar of a door/window.
Fig. 24 is a schematic view of the complete alignment lines for creating the finished lightweight wood structural wall frame.
Fig. 25 is an operational diagram of positioning the SPF parameterization component to the positioning line using an Add Beam operator.
Fig. 26 is a diagram of a model of a wall frame for producing a lightweight wood structural wall without cross-sectional angle correction.
FIG. 27 is a cross-sectional rotated schematic view of a vertical member.
FIG. 28 is a cross-sectional rotated schematic view of a horizontal member.
Fig. 29 is an operational view illustrating a cross-sectional rotation of the lightweight wood-structured wall frame member using an operator.
Fig. 30 is a model diagram of a lightweight wood structural wall frame built by the method of the present invention.
Fig. 31 is an operational view illustrating the operation of obtaining the final light-weight wood-structure wall framing work amount.
FIG. 32 is a flow chart of a light wood structure wall frame modeling and calculation method based on the Rhino Inside Revit of the invention.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed as broadly as the present invention is capable of modification in various respects, all without departing from the spirit and scope of the present invention.
The modeling and calculation method of the light wood structure wall body frame based on the Rhino Inside Revit of the invention is further explained with reference to the attached drawings 1-32.
Referring to fig. 32, the invention discloses a method for modeling a light wood structure wall frame based on Rhino Inside Revit, which comprises the following steps: in response to the Rhino Inside Revit, integrating the Rhino built-in visual programming plug-in Grasshopper into the Revit platform, calling a Load Component Family arithmetic operator, and loading the SPF parameterized Component Family stored locally by the Revit (as shown in FIG. 1). The method for modeling the light wood structure wall body frame based on the Rhino Inside Revit further comprises the following steps:
s1, picking input of the wall body and loading of the parameterized components.
And S2, obtaining the wall contour line and screening and classifying the vertical and horizontal positioning lines of the component.
And S3, judging the size of the wall opening according to the specification to generate door and window opening support columns with corresponding numbers.
And S4, completing the establishment of the light wood structure wall body frame model according to the member positioning line and the section information.
According to an embodiment of the present invention, the method of picking up input of the wall and loading of the parameterized components of step S1 is as follows:
and inputting the information of the light wood structure wall frame by using a Panel arithmetic unit. And the above input information is converted into a selection panel using a Value Picker operator (as shown in fig. 2-4).
Invoking a geometric analysis and pickup arithmetic unit to realize the pickup of the wall geometric model and the analysis of geometric information and construct XY reference planes (shown in FIGS. 5-6) of the top beam plate and the bottom beam plate, wherein the geometric analysis and pickup arithmetic unit comprises: a Wall arithmetic unit, an Analyze Wall arithmetic unit and an Analyze Wall Location Curve arithmetic unit.
According to the embodiment of the invention, the wall contour line obtaining and the screening of the vertical and horizontal positioning lines of the member in the step S2 are classified as follows:
an Element Geometry calculator is called to geometrically convert the wall body in Revit into a multi-face cube, and a Brep | Brep calculator is used to obtain the intersection line of the vertical working plane of the central line of the wall body and the wall Geometry (as shown in FIG. 7).
The lengths of the wall contours are read using a Curve Length operator, and the window opening contours and the wall outline that may contain the gate contours are filtered out using a Sort List operator based on the lengths of the lines (see FIGS. 8-9).
And (3) screening five types of horizontal lines of a lower side line, an upper side line, a horizontal side line of a door opening and an upper horizontal side line and a lower horizontal side line of a window opening as positioning lines of a top beam plate, a floor beam plate, a lintel of the door opening, the lintel of the window opening and a sill beam of the light wood structure wall respectively by using a Simiarity arithmetic unit according to the vertical distance from the midpoint of the horizontal line to the working plane of the bottom beam plate (as shown in figures 10-11).
Projecting the end Point of the horizontal side Line on the door and window opening to the upper side Line of the wall body outer frame by using a Curve closest Point arithmetic unit, segmenting by using a Shatter arithmetic unit, namely screening to obtain one or more sections of straight lines with the orthographic projection not coincident with the door and window opening, simultaneously inputting the processed wall bone column distance data, and obtaining the positioning Line of the long wall bone column in the vertical direction by using a Project arithmetic unit and a Line arithmetic unit (as shown in figures 12-15)
According to the specific embodiment of the invention, the method for determining the size of the wall opening according to the specification in the step S3 and generating the corresponding number of door and window opening support columns comprises the following steps:
the Length of a horizontal side Line on the door and window opening is obtained by using a Length arithmetic unit, the distance data of the wall and the stud is input, the positioning point of the short column of the door and the window opening is obtained by using a Division arithmetic unit, a Series arithmetic unit, a Move arithmetic unit and a Mirror arithmetic unit, and the positioning lines of the short columns on the upper part and the lower part of the door and the window opening and the positioning Line of the short column on the upper part of the door and the window opening are generated by using a Project arithmetic unit and a Line arithmetic unit (as shown in figures 16-17).
The length of the horizontal side line on the door/window opening is determined by using an arithmetic unit including a Similarity arithmetic unit and a target thann, and the positioning lines with the lengths in the (0, 1500), (1500, 3000), (3000, and + ∞) intervals are respectively screened out by combining with an AND/OR and a NOT gate arithmetic unit (as shown in FIGS. 18-19).
An evaluation Curve arithmetic unit is used for obtaining the starting point of the positioning Line, the end point of the positioning Line is used as the starting point according to the requirement of the specification in the comparison step S1 of the interval where each Line segment is positioned, the SDL Line command is used for making Line segments with the lengths of 1, 2 and 3 times of the cross section width of the keel column, and the Divide Curve command is used for carrying out equal division to obtain the unilateral positioning point of the door and window opening support column (as shown in figures 20-21).
And (3) calling a Project arithmetic unit to Project the points to an XY working plane of the positioning Line of the bottom beam plate, and obtaining a door and window opening support column vertical positioning Line (shown in figures 22-23) meeting the requirements of the specification in the step (S1) on the number of support columns with different door and window opening sizes by using a Line SDL command and a mirror image arithmetic unit.
According to the specific embodiment of the invention, the method for completing the establishment of the lightweight wood structure wall frame model according to the member positioning line and the section information in the step S4 is as follows:
and calling an EntWine arithmetic unit, summarizing various positioning lines obtained in the above steps, and dividing the positioning lines into three types of line positioning lines by using an Explode Tree arithmetic unit according to the required rotation angle after the SPF specification material family is arranged.
The first type is a positioning line which needs to be rotated by 90 degrees to enable the long edge of the section of the specification material to be parallel to the XY plane, and the positioning line comprises: top beam plate, bottom beam plate, cross brace, windowsill beam location line.
The second type is the positioning line that needs rotatory wall body central line and X coordinate contained angle, and this type of alignment includes: all belong to the support post of vertical component, lead to the location line of long wall bone post, additional wall bone post and short post.
The third type is a door and window hole lintel positioning line which does not need to rotate.
An Add Beam operator was used to retrieve the family of SPF profiles previously loaded and placed according to the orientation lines (as shown in FIGS. 24-26). The corresponding angle is rotated for different location lines using the Element Parameter operator.
Because the default rotation angle of the SPF specification material family is 0 °, for the inclined wall, the root section of the vertical member such as the support column, the through-length stud, the additional stud, the short column and the like needs to be rotated by a certain angle, so that the relevant requirements of the specification can be met, and the establishment of the light wood structure wall frame model is completed (as shown in fig. 27 to 30).
According to an embodiment of the present invention, in step S1, the light wood structure wall frame information includes: the method comprises the steps of obtaining information of the cross section shape and the size of wood used by the light wood structure wall body frame, information of the wood distance in the light wood structure wall body frame, information of whether the light wood structure wall body frame is a double-layer top beam plate or not and information of whether a ground beam plate exists in the light wood structure wall body frame or not.
According to the specific implementation mode of the invention, in the step S1, the lightweight wood structure wall frame model meets the current standard requirements.
More specifically, the light wood structure wall frame should meet the current specification requirements of 4J924 light wood structure building atlas.
The invention also discloses a method for calculating the light wood structure wall frame based on the Rhino Inside Revit, which comprises the method for modeling the light wood structure wall frame based on the Rhino Inside Revit, and the method for calculating the light wood structure wall frame based on the Rhino Inside Revit further comprises the following steps: and S5, reading the light wood structure wall frame building information model completed in the step S4, and carrying out engineering quantity statistics.
The method for reading the light wood structure wall frame building information model completed in the step S4 and carrying out engineering quantity statistics comprises the following steps:
and calling a Types Filter arithmetic unit, inputting the names of SPF specification materials, and inputting the output result into a Query Elements arithmetic unit to obtain all light wood structure wall frame models established in Revit.
And converting the BIM into a three-dimensional model by using an Element Geometry arithmetic unit, and counting the Volume of each component by using a Volume command.
And accumulating item by using a Mass Addition command to obtain the total volume of the wall frame with the light wood structure.
Finally add m using the configure command 3 And (4) obtaining the final output result of the engineering quantity of the wall frame with the light wood structure (as shown in figure 31).
The invention relates to a light wood structure wall body frame modeling and calculation method based on a Rhino Inside Revit, which has the general strategy that a Rhino Inside Revit tool is utilized, three-dimensional modeling software Rhino commonly used by construction engineers and Grasshopper visual programming plug-ins thereof are integrated into building information model modeling software Revit, various input, judgment, change and generation calculators in Grasshopper are called, a set of automatic modeling method is designed, an independent calculation method is added based on the same platform after the model is automatically created, all light wood structure wall body frames in the model are identified and the total volume of the light wood structure wall body frame frames is calculated, and the rapid modeling and calculation of a light wood structure wall body building information model are realized.
The invention aims to integrate a Rhino and Grasshopper visual programming platform familiar to construction engineers into a construction information model software platform Revit based on a Rhino Inside Revit tool, and designs a set of rapid modeling and calculation method suitable for creating a light wood structure wall frame BIM model by calling and combining Grasshopper calculators, so that the engineers get rid of repeated and heavy manual modeling labor, more accurate engineering data can be rapidly obtained at the early stage of a project, the design efficiency is improved, and the economic benefit of the project is improved to a certain extent.
Compared with the prior art, the light wood structure wall body frame modeling and calculation method based on the Rhino Inside Revit has the following beneficial effects:
firstly, the method is mainly developed aiming at the relevant specifications of the existing light wood structure wall, so that the rapid modeling and calculation of the light wood structure wall building information model are realized, the two hands of a building engineer are liberated, the repeated manual modeling labor is avoided, and the design efficiency is improved.
Secondly, the method is provided based on the Rhino familiar to the construction engineer and the Grasshopper visual programming program thereof, compared with the prior art, the method is easier to master for the construction engineer, the learning threshold operation is easy to start, and the method is favorable for popularization in the construction engineer.
Thirdly, aiming at the purpose of modeling the light wood structure wall body frame by the construction engineer, the invention additionally provides a set of automatic calculation method, so that the construction engineer can more directly acquire the engineering quantity of the light wood structure frame without the aid of the detail table function in Revit, unnecessary manual operation links are reduced, and the design efficiency is improved. By adopting the calculation method of the light wood structure wall body frame based on the Rhino Inside Revit, automatic calculation can be realized, and the calculation is accurate and fast.
Fourthly, the invention is provided based on the Rhino Inside Revit, and the Rhino built-in visual programming plug-in Grasshopper is integrated into the Revit platform in response to the Rhino Inside Revit. Compared with the existing automatic modeling plug-in, the real-time display updating characteristic of the invention is more beneficial to improving the efficiency and the accuracy of the building engineer to modify the model.
The above-described methods may be implemented as software programs or computer instructions in a non-transitory computer readable storage medium or in other systems with memory and processors, and their computing programs are simple and fast to run. Each functional unit in each step and embodiment of the present invention may be integrated into one processing unit, or each unit may exist alone physically, or two or more units are integrated into one unit. The integrated unit can be realized in a form of hardware, or in a form of hardware plus a software functional unit. The integrated unit implemented in the form of a software functional unit may be stored in a computer readable storage medium. The software functional unit is stored in a storage medium and includes several instructions to enable a computer device (which may be a personal computer, a server, or a network device) or a processor (processor) to execute some steps of the methods according to the embodiments of the present invention. And the aforementioned storage medium includes: various media capable of storing program codes, such as a usb disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk, or an optical disk.
Finally, the description is as follows: the above examples are only intended to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (10)
1. A light wood structure wall body frame modeling method based on a Rhino Inside Revit is characterized by comprising the following steps: responding to the Rhino Inside Revit, integrating a built-in visual programming plug-in Grasshopper of the Rhino into a Revit platform, calling a Load Component Family arithmetic operator, and loading the SPF parameterized Component Family stored locally in the Revit; the method for modeling the light wood structure wall body frame based on the Rhino Inside Revit further comprises the following steps:
s1, picking up and inputting a wall body and loading a parameterized component;
s2, obtaining a wall contour line and screening and classifying vertical and horizontal positioning lines of the component;
s3, judging the size of the wall opening according to the specification to generate door and window opening support columns with corresponding numbers;
and S4, completing the establishment of the light wood structure wall body frame model according to the member positioning line and the section information.
2. The method for modeling a lightweight wood structural wall frame based on Rhino Inside Revit according to claim 1, wherein the method of picking up input of the wall and loading of parameterized components of step S1 is as follows:
inputting the information of the light wood structure wall frame by using a Panel arithmetic unit; converting the input information into a selection panel by using a Value Picker arithmetic unit;
calling a geometric analysis and pickup arithmetic unit to realize the pickup of the wall geometric model and the analysis of geometric information and construct XY reference planes of the top beam plate and the bottom beam plate, wherein the geometric analysis and pickup arithmetic unit comprises: a Wall arithmetic unit, an Analyze Wall arithmetic unit and an Analyze Wall Location Curve arithmetic unit.
3. The method for modeling the light wood structure wall frame based on the Rhino Inside Revit of claim 2, wherein the method for obtaining the wall contour line and screening and classifying the vertical and horizontal positioning lines of the member in the step S2 is as follows:
an Element Geometry arithmetic unit is called to geometrically convert the wall body in Revit into a multi-face cube, and a Brep | Brep arithmetic unit is used to obtain the intersection line of the vertical working plane of the center line of the wall body and the wall geometric body;
using a Curve Length arithmetic unit to read the Length of the wall contour line, and using a Sort List arithmetic unit to screen out a window opening contour line and a wall outer frame contour line which may contain a door contour according to the Length of the line;
using a Simiarity arithmetic unit to screen out five types of horizontal lines of a lower side line, an upper side line, a horizontal side line of a door opening and an upper and lower horizontal side lines of a window opening according to the vertical distance from the middle point of the horizontal line to the working plane of the beam plate, wherein the five types of horizontal lines are respectively used as positioning lines of a top beam plate, a ground beam plate, a lintel of the door opening, a lintel of the window opening and a sill beam of a light wood structure wall;
using a Curve closest Point arithmetic unit to Project the end Point of the horizontal side Line on the door and window opening to the upper side Line of the outer frame of the wall body, using a Shatter arithmetic unit to segment, screening to obtain one or more sections of straight lines with the orthographic projection not coincident with the door and window opening, simultaneously inputting the processed wall bone column distance data, and obtaining the positioning Line of the long wall bone column in the vertical direction through a Project arithmetic unit and a Line arithmetic unit.
4. The method for modeling the light wood structure wall frame based on the Rhino Inside Revit as claimed in claim 3, wherein the method for judging the size of the wall opening according to the specification in step S3 and generating the door and window opening support columns with the corresponding number is as follows:
the Length of a horizontal side Line on the door and window opening is obtained by using a Length arithmetic unit, the distance data of the wall and the stud are input, the positioning points of the short columns of the door and the window opening are obtained by using a Division arithmetic unit, a Series arithmetic unit, a Move arithmetic unit and a Mirror arithmetic unit, and the positioning lines of the short columns of the upper part and the lower part of the door and the window opening and the positioning lines of the short columns of the upper part of the door and the window opening are generated by using a Project arithmetic unit and a Line arithmetic unit;
judging the length of a horizontal side line on a door and window opening by using an arithmetic unit comprising a Similarity arithmetic unit and a Large thann, and screening the horizontal side line on the door and window opening into three sections by combining an AND/OR/NOT arithmetic unit, wherein the length of the section is less than 1500 mm, the length of the section is more than 1500 mm and less than 3000 mm, and the length of the section is more than 3000 mm;
calculating out the starting point of the positioning Line by using an Evaluate Curve arithmetic unit, comparing the requirement of the specification in the step S1 according to the length of the horizontal side Line on the door and window opening, taking the end point as the starting point, using an SDL Line command to make a Line segment with the length being 1-3 times of the cross section width of the keel column, and using a digit Curve command to perform equal division to obtain a single-side positioning point of the door and window opening support column;
and (3) calling a Project arithmetic unit to Project the points to an XY working plane of the positioning Line of the bottom beam plate, and obtaining a door and window opening support column vertical positioning Line meeting the requirements of the specification in the step (S1) on the number of support columns with different door and window opening sizes by using a Line SDL command and a mirror image arithmetic unit.
5. The method for modeling the light wood structure wall frame based on the Rhino Inside Revit of claim 4, wherein the method for completing the establishment of the light wood structure wall frame model according to the member positioning line and the section information in the step S4 is as follows:
calling an EntWine arithmetic unit, summarizing all kinds of positioning lines obtained in the above steps, and dividing the positioning lines into three kinds of line positioning lines by using an Explode Tree arithmetic unit according to the rotation angle required after the SPF specification material family is arranged;
the first type is a positioning line which needs to be rotated by 90 degrees to enable the long edge of the section of the specification material to be parallel to an XY plane, and the positioning line comprises: a top beam plate, a bottom beam plate, a cross brace and a windowsill beam positioning line;
the second type is the positioning line that needs rotatory wall body central line and X coordinate contained angle, and this type of alignment includes: the positioning lines of the support column, the through long wall skeleton column, the additional wall skeleton column and the short column which all belong to vertical components;
the third type is a door and window hole lintel positioning line which does not need to rotate;
calling an SPF specification material family loaded in the early stage by using an Add Beam arithmetic unit, and placing according to a positioning line; the corresponding angle is rotated for different location lines using the Element Parameter operator.
6. The method for light-weight wood structural wall frame modeling based on rhinolnoside Revit of claim 5, wherein in step S1, the light-weight wood structural wall frame information comprises: the information of the cross section shape and the size of wood used by the light wood structure wall body frame, the information of the wood space in the light wood structure wall body frame, the information of whether the light wood structure wall body frame is a double-layer top beam plate or not and the information of whether a ground beam plate exists in the light wood structure wall body frame or not.
7. The method for modeling a light-weight wood-structure wall frame based on a rhinolnoside Revit as claimed in claim 6, wherein in step S1, the light-weight wood-structure wall frame model meets the current specification requirements.
8. The method for light-weight wood structural wall frame modeling based on rhinolntide Revit as claimed in claim 7, wherein in step S1, the light-weight wood structural wall frame is believed to meet the current specification requirements of 14J924 light-weight wood structural building atlas.
9. A method for lightweight wood structure wall frame computation based on Rhino Inside Revit, which is characterized by comprising the method for modeling the lightweight wood structure wall frame based on Rhino Inside Revit according to any one of claims 1 to 8, and the method for lightweight wood structure wall frame computation based on Rhino Inside Revit further comprises the following steps: and S5, reading the light wood structure wall frame building information model completed in the step S4, and carrying out engineering quantity statistics.
10. The method for calculating the amount of the light wood structure wall frame based on the Rhino Inside Revit of claim 9, wherein the method for reading the light wood structure wall frame building information model completed in the step S4 in the step S5 and performing the engineering quantity statistics comprises the following steps:
calling a Types Filter arithmetic unit, inputting the names of SPF specification materials, inputting the output result into a Query Elements arithmetic unit, and acquiring all light wood structure wall frame models established in the step S4;
converting the BIM into a three-dimensional model by using an Element Geometry arithmetic unit, and counting the Volume of each component by using a Volume command;
accumulating item by using a Mass Addition command to obtain the total volume of the wall frame with the light wood structure;
finally add m using the configure command 3 And obtaining the final output result of the engineering quantity of the light wood structure wall frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211277540.5A CN115587412A (en) | 2022-10-19 | 2022-10-19 | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211277540.5A CN115587412A (en) | 2022-10-19 | 2022-10-19 | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115587412A true CN115587412A (en) | 2023-01-10 |
Family
ID=84780847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211277540.5A Pending CN115587412A (en) | 2022-10-19 | 2022-10-19 | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115587412A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116401748A (en) * | 2023-05-26 | 2023-07-07 | 中国建筑一局(集团)有限公司 | Method for automatically generating lower hanging beam based on Revit and Dynamo |
| CN116628832A (en) * | 2023-07-25 | 2023-08-22 | 北京市第三建筑工程有限公司 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
| CN116702296A (en) * | 2023-07-27 | 2023-09-05 | 中国建筑第五工程局有限公司 | Method for generating building horizontal component assembly scheme |
-
2022
- 2022-10-19 CN CN202211277540.5A patent/CN115587412A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116401748A (en) * | 2023-05-26 | 2023-07-07 | 中国建筑一局(集团)有限公司 | Method for automatically generating lower hanging beam based on Revit and Dynamo |
| CN116401748B (en) * | 2023-05-26 | 2023-08-18 | 中国建筑一局(集团)有限公司 | Method for automatically generating lower hanging beam based on Revit and Dynamo |
| CN116628832A (en) * | 2023-07-25 | 2023-08-22 | 北京市第三建筑工程有限公司 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
| CN116628832B (en) * | 2023-07-25 | 2023-11-21 | 北京市第三建筑工程有限公司 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
| CN116702296A (en) * | 2023-07-27 | 2023-09-05 | 中国建筑第五工程局有限公司 | Method for generating building horizontal component assembly scheme |
| CN116702296B (en) * | 2023-07-27 | 2023-10-27 | 中国建筑第五工程局有限公司 | Method and system for generating building horizontal component assembly scheme |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN115587412A (en) | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit | |
| CN109753753B (en) | Intelligent bridge formwork design method based on BIM | |
| CN110158818B (en) | BIM model-based rapid construction method for plane curtain wall | |
| CN110689607B (en) | System, method, computer readable storage medium and apparatus for drawing recognition and three-dimensional modeling | |
| CN108763710A (en) | A kind of assembled architecture forward direction Deepen Design method based on BIM | |
| CN114564772B (en) | Indoor decoration wall installation design method and system based on BIM | |
| CN111950052A (en) | BIM technology-based exterior cladding construction method for integrally-assembled building | |
| CN111967084A (en) | Parameterized modeling method and system based on data-driven assembly type steel structure | |
| CN112861237B (en) | Automatic optimization design method and system for modularized steel frame building structure | |
| CN109033558A (en) | External scaffolding model modelling approach based on Revit platform | |
| KR20150003008A (en) | Method for Laying Out Apartment Buildings by Using Parametric Tools | |
| CN111046459A (en) | Building model image design method based on 3D software | |
| CN110727972A (en) | Automatic power transmission tower modeling method and system based on building informatization model | |
| CN110765665B (en) | Dynamic modeling method and system for geography | |
| Smorzhenkov et al. | The use of generative design for the architectural solutions synthesis in the typical construction of residential buildings | |
| CN103489217A (en) | Modeling method of building based on column system | |
| CN114077765B (en) | Dynamo project data management method and device based on Dynamo project data management method and device, and computer equipment | |
| CN116451302A (en) | Method for quickly constructing building structure simulation model | |
| Borgart | New challenges for the structural morphology group | |
| CN114912172A (en) | Method for rapidly obtaining coordinates and elevation of excavation control point of foundation pit | |
| JPH09166957A (en) | Device for constructing three-dimensional model for design and construction of bridge | |
| Zeng et al. | Integrating as-built BIM model from point cloud data in construction projects | |
| CN114065344A (en) | Automatic modeling method based on OSG and CAD building plan | |
| CN112836271A (en) | Revit model-based high-rise residential hanging plate automatic design method and device | |
| CN111651801A (en) | Rapid building natural lighting model modeling method based on window database |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |