CN106484944B - A kind of Curtain Wall Design method based on BIM - Google Patents
A kind of Curtain Wall Design method based on BIM Download PDFInfo
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- CN106484944B CN106484944B CN201610790457.6A CN201610790457A CN106484944B CN 106484944 B CN106484944 B CN 106484944B CN 201610790457 A CN201610790457 A CN 201610790457A CN 106484944 B CN106484944 B CN 106484944B
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
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- 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
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Abstract
The Curtain Wall Design method based on BIM that the invention discloses a kind of, comprising the following steps: S1, establish 3 d part model；It S2, take curtain wall frame bar as positioning creation working face；S3, creation limit parameter, and the parameter of each 3 d part is calculated according to restriction parameter；S4,3 d part model is loaded on working face；The parameter for the 3 d part that S5, foundation are calculated carries out accessory scaling and positioning, completes plate assembling.This programme only needs to operate the Curtain Wall Design drawing for producing specification on a small quantity, significantly reduce the workload of designer, improve desin speed, certain special parameters can be individually adjusted, the parameter being associated has adaptivity, the reasonability for remaining drawing, the design field suitable for all building curtain walls.
Description
Technical field
The present invention relates to architectural design fields, set more particularly, to the curtain wall based on BIM with higher the degree of automation
Meter method.
Background technique
Building Information Model (Building Information Modeling, BIM) is the items with construction-engineering project
Basis of the relevant information data as model, carries out the foundation of buildings model, is had by digital information analogue simulation building
Some real informations.It has information completeness, information relevance, consistency on messaging, visualization, harmony, simulation, optimization
Property and the big feature of figure eight can be gone out
It is proposed that BIM concept there are more than ten years till now earliest from external, till now, in building, structure, electromechanics
It is designed using BIM mature with construction management Deng profession, these external professions carried out before 5 years with regard to high-volume
It changes.And the country is just to start to change for nearest 2 years, but in curtain wall industry, it is either domestic or it is external always all not at
Ripe BIM solution.
Summary of the invention
The present invention is mainly that the technology for the curtain wall industry BIM solution prevention for solving to lack present in the prior art maturation is asked
Topic provides a kind of Curtain Wall Design method based on BIM for only needing a small number of parameters that can generate specification.
What the present invention was mainly addressed by following technical proposals in view of the above technical problems: a kind of based on BIM's
Curtain Wall Design method, comprising the following steps:
S1,3 d part model is established；
It S2, take curtain wall frame bar as positioning creation working face；
S3, creation limit parameter, and the parameter of each 3 d part is calculated according to restriction parameter；
S4,3 d part model is loaded on working face；
The parameter for the 3 d part that S5, foundation are calculated carries out accessory scaling and positioning, completes plate assembling.
Preferably, in the step S1,3 d part include column, crossbeam, panel, ornamental strip, door and window and embedded part and
Adapter.
Preferably, step S3 specifically includes the following steps:
E1, following parameters are created in plate assembly system: the high H of lattice, the wide W of lattice, column width A1, column depth
B1, column section thickness t1, beam width A2, crossbeam depth B2, section of beam thickness t2, glue-line wide D and plate thickness t3；
E2, panel parameter is calculated according to following formula:
The high wide D of H- glue-line of panel height H3=lattice；
The wide wide D of W- glue-line of panel width W3=lattice；
Plate thickness is plate thickness t3；
E3, column parameter is calculated according to following formula:
The high H of stem height H1=lattice；
Column depth b is B1；
Column width is A1；
Column section thickness is t1；
E4, crossbeam parameter is calculated according to following formula:
The wide W- column width A1 of parameter W2=lattice of crossbeam；
Crossbeam depth b is B2；
Beam width is A2；
Section of beam is with a thickness of t2；
E5, sealant parameter is calculated according to following formula:
The high H of sealant height H4=lattice；
The wide wide D of W- glue-line of sealant width W4=lattice；
Sealant diameter is the wide D of glue-line.
Here the high H of lattice, the wide W of lattice, column master control parameter A1, B1, t1, crossbeam master control parameter A2, B2, t2, glue-line are wide
D, plate thickness t3 is the parameter of oneself and each accessory parameter but mutual independence in assembly system.Only when being arranged in E2~E6
After incidence formula, just changed jointly according to the formula of setting between them.It only needs to be adjusted to assembly after setting
The parameter of oneself can achieve the purpose that the interrelated movement of entire plate in system.
Preferably, column scaling and positioning include:
(1) column width, column wall thickness and column depth parameter are set；
(2) column is made to adapt to plate thickness parameter；
(3) the adaptive height parameter of column is set；
Column width, wall thickness and depth parameter is arranged, and specific step is as follows:
A11, locking do not need the section units of variation；
A12, setting column width, column width are A1；
A13, setting column wall thickness are t1；
A14, setting column depth b；
Column width, column wall thickness, column depth, these parameters are independent mutually, but collective effect again, and control is vertical together
The three-dimensional dimensions such as length, the wall thickness of column.
So that column is adapted to plate thickness parameter, specific step is as follows:
One A21, creation reference plane, separate column section and former working face, and column section can and then be created
The reference plane built cooperatively moves；
Distance plate thickness parameter between A22, the reference plane for making creation and former working face；
The adaptive height parameter of column is arranged, and specific step is as follows:
A31, the reference plane for creating a short transverse；
The distance between A32, the reference plane that the setting adaptive height parameter of column is creation and former working face；
A33, the end face that column is overlapped with working face and working face lock, and column is allowed to transport jointly with working face
It is dynamic.
After several elements are put into an environment, their interrelated common variations can be allowed, can not also be associated with independence
It uses.
Preferably, crossbeam scaling and positioning include:
(1) beam width, crossbeam wall thickness and crossbeam depth parameter are set；
(2) crossbeam is made to adapt to plate thickness parameter；
(3) the adaptive width parameter of crossbeam is set；
The width, wall thickness and depth parameter of crossbeam is arranged, and specific step is as follows:
B11, locking do not need the section units of variation；
B12, setting beam width parameter, beam width A2；
B13, setting wall thickness parameter are t2；
B14, setting depth parameter are B2；
So that crossbeam is adapted to plate thickness parameter, specific step is as follows:
One B21, creation reference plane, separate section of beam and former working face, and section of beam can and then be created
The reference plane built cooperatively moves；
The distance between B22, the reference plane for making creation and former working face are plate thickness parameter；
The adaptive width parameter of crossbeam is arranged, and specific step is as follows:
B31, the reference plane for creating three width directions；
B32, enable the reference plane near former working face for the first reference plane, farthest away from the reference of former working face
Plane is third reference plane, and intermediate reference plane is the second reference plane；First reference plane and former working face are set
The distance between it is general for left side column width, setting the distance between the second reference plane and third reference plane are right side
Column width it is general, setting beam width be the distance between the first reference plane and the second reference plane；
B33, crossbeam left end face and the first reference plane are locked, crossbeam right end face and the second reference plane is locked
It is fixed.
These parameters are the various changes in order to control this this pel itself with the meaning of front as being, he
Itself it is independent, but in the later period in use, can be interrelated with other parameters, allows its integrally cooperation variation.
Preferably, panel scaling and positioning the following steps are included:
C1,6 reference planes are created in elevational view；
C2, setting panel height are H3, and setting panel width is W3；
C3, setting the distance between panel and frame bar are glue-line width D；
C4, creation panel sideline, and locked with corresponding reference plane；
C5, setting plate thickness parameter are t3.
Preferably, door and window scaling and positioning the following steps are included:
D1, creation handrail accessory, and adjusting parameter L1, L2 is set；
The panel race that D2, insertion front create, and it is associated with the wide W of lattice and the high H of lattice；
D3, creation facade open expression line, and it is visible to be arranged to a facade；
D4, creation plane open expression line, and it is visible to be arranged to a plane；
D5, insertion handrail, and positional parameter L3 is set；
Adjusting parameter between D6, each accessory of association, and set common adjustment formula.
After how this process description carries out parameter association using the pel of front, it is allowed to cooperate jointly, to complete one
More complicated pel creation.
The relevant parameter of ornamental strip includes ornamental strip width, ornamental strip depth, ornamental strip wall thickness and ornamental strip length.Embedded part
Height, width, thickness, dowel diameter, dowel and buried plate positioning all determined by other parameters adjustment.Adapter is adaptive
Column width, and bolt can be positioned manually or automatically.Embedded part and adapter are all three-dimensional adjustable.
The good plate of group frame can intelligently adapt to each component of arbitrary lattice adjustment and the inside in a model
Size can independent adjustment, and after having adjusted, other associated components adaptive can be also adjusted.
It, can be by choosing the expression range of each pel, to reach the level of detail of control figure when design.
Bring substantial effect of the present invention is, it is only necessary to which a small amount of operation produces the Curtain Wall Design drawing of specification, shows
The workload for reducing designer is write, desin speed is improved, certain special parameters can be individually adjusted, the parameter being associated
With adaptivity, the reasonability of drawing is remained.
Detailed description of the invention
Fig. 1 to Fig. 9 is a kind of column parameter association process schematic of the invention；
Figure 10 is the beam structure schematic diagram after the completion of a kind of parameter association of the invention；
Figure 11 is the panel construction schematic diagram after the completion of a kind of parameter association of the invention.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
A kind of embodiment: Curtain Wall Design method based on BIM of the present embodiment, comprising the following steps:
A kind of Curtain Wall Design method based on BIM, comprising the following steps:
S1,3 d part model is established；
It S2, take curtain wall frame bar as positioning creation working face；
S3, creation limit parameter, and the parameter of each 3 d part is calculated according to restriction parameter；
S4,3 d part model is loaded on working face；
The parameter for the 3 d part that S5, foundation are calculated carries out accessory scaling and positioning, completes plate assembling.
3 d part includes column, crossbeam, panel, ornamental strip, door and window and embedded part and adapter.
Step S3 specifically includes the following steps:
E1, following parameters are created in plate assembly system: the high H of lattice, the wide W of lattice, column width A1, column depth
B1, column section thickness t1, beam width A2, crossbeam depth B2, section of beam thickness t2, glue-line wide D and plate thickness t3；
E2, panel parameter is calculated according to following formula:
The high wide D of H- glue-line of panel height H3=lattice；
The wide wide D of W- glue-line of panel width W3=lattice；
Plate thickness is plate thickness t3；
E3, column parameter is calculated according to following formula:
The high H of stem height H1=lattice；
Column depth b is B1；
Column width is A1；
Column section thickness is t1；
E4, crossbeam parameter is calculated according to following formula:
The wide W- column width A1 of parameter W2=lattice of crossbeam；
Crossbeam depth b is B2；
Beam width is A2；
Section of beam is with a thickness of t2；
E5, sealant parameter is calculated according to following formula:
The high H of sealant height H4=lattice；
The wide wide D of W- glue-line of sealant width W4=lattice；
Sealant diameter is the wide D of glue-line.
Here the high H of lattice, the wide W of lattice, column master control parameter A1, B1, t1, crossbeam master control parameter A2, B2, t2, glue-line are wide
D, plate thickness t3 is the parameter of oneself and each accessory parameter but mutual independence in assembly system.Only when being arranged in E2~E6
After incidence formula, just changed jointly according to the formula of setting between them.It only needs to be adjusted to assembly after setting
The parameter of oneself can achieve the purpose that the interrelated movement of entire plate in system.
Column scaling and positioning include:
(1) column width, column wall thickness and column depth parameter are set；
(2) column is made to adapt to plate thickness parameter；
(3) the adaptive height parameter of column is set；
Column width, wall thickness and depth parameter is arranged, and specific step is as follows:
A11, as shown in Figure 1, locking do not need variation section units；
A12, as shown in Fig. 2, setting column width, column width be A1；
A13, as shown in figure 3, setting column wall thickness be t1；
A14, as shown in figure 4, setting column depth b；
Column width, column wall thickness, column depth, these parameters are independent mutually, but collective effect again, and control is vertical together
The three-dimensional dimensions such as length, the wall thickness of column.
So that column is adapted to plate thickness parameter, specific step is as follows:
A21, as shown in figure 5, one reference plane of creation, separates column section and original working face, allows column section
The reference plane that can and then create cooperatively moves；
A22, as shown in fig. 6, making distance plate thickness parameter between the reference plane of creation and former working face；
The adaptive height parameter of column is arranged, and specific step is as follows:
A31, as shown in fig. 7, creation one short transverse reference plane；
A32, as shown in figure 8, setting the adaptive height parameter of column be creation reference plane and original working face between
Distance；
A33, as shown in figure 9, the end face that column is overlapped with working face and working face lock, make column and work flat
Face associated movement.
After several elements are put into an environment, their interrelated common variations can be allowed, can not also be associated with independence
It uses.
Crossbeam scaling and positioning include:
(1) beam width, crossbeam wall thickness and crossbeam depth parameter are set；
(2) crossbeam is made to adapt to plate thickness parameter；
(3) the adaptive width parameter of crossbeam is set；
The width, wall thickness and depth parameter of crossbeam is arranged, and specific step is as follows:
B11, locking do not need the section units of variation；
B12, setting beam width parameter, beam width A2；
B13, setting wall thickness parameter are t2；
B14, setting depth parameter are B2；
So that crossbeam is adapted to plate thickness parameter, specific step is as follows:
One B21, creation reference plane, separate section of beam and former working face, and section of beam can and then be created
The reference plane built cooperatively moves；
The distance between B22, the reference plane for making creation and former working face are plate thickness parameter；
The adaptive width parameter of crossbeam is arranged, and specific step is as follows:
B31, the reference plane for creating three width directions；
B32, enable the reference plane near former working face for the first reference plane, farthest away from the reference of former working face
Plane is third reference plane, and intermediate reference plane is the second reference plane；First reference plane and former working face are set
The distance between it is general for left side column width, setting the distance between the second reference plane and third reference plane are right side
Column width it is general, setting beam width be the distance between the first reference plane and the second reference plane；
B33, crossbeam left end face and the first reference plane are locked, crossbeam right end face and the second reference plane is locked
It is fixed.
These parameters are the various changes in order to control this this pel itself with the meaning of front as being, he
Itself it is independent, but in the later period in use, can be interrelated with other parameters, allows its integrally cooperation variation.
Figure 10 is the crossbeam design drawing generated after setting up.
Panel scaling and positioning the following steps are included:
C1,6 reference planes are created in elevational view；
C2, setting panel height are H3, and setting panel width is W3；
C3, setting the distance between panel and frame bar are glue-line width D；
C4, creation panel sideline, and locked with corresponding reference plane；
C5, setting plate thickness parameter are t3.
Figure 11 is the panel design drawing generated after setting up.
Door and window scaling and positioning the following steps are included:
D1, creation handrail accessory, and adjusting parameter L1, L2 is set；
The panel race that D2, insertion front create, and it is associated with the wide W of lattice and the high H of lattice；
D3, creation facade open expression line, and it is visible to be arranged to a facade；
D4, creation plane open expression line, and it is visible to be arranged to a plane；
D5, insertion handrail, and positional parameter L3 is set；
Adjusting parameter between D6, each accessory of association, and set common adjustment formula.
The relevant parameter of ornamental strip includes ornamental strip width, ornamental strip depth, ornamental strip wall thickness and ornamental strip length.Embedded part
Height, width, thickness, dowel diameter, dowel and buried plate positioning all determined by other parameters adjustment.Adapter is adaptive
Column width, and bolt can be positioned manually or automatically.Embedded part and adapter are all three-dimensional adjustable.
The good plate of group frame can intelligently adapt to each component of arbitrary lattice adjustment and the inside in a model
Size can independent adjustment, and after having adjusted, other associated components adaptive can be also adjusted.
It, can be by choosing the expression range of each pel, to reach the level of detail of control figure when design.
Specific embodiment described herein is only an example for the spirit of the invention.The neck of technology belonging to the present invention
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Although the terms such as BIM, column, crossbeam are used more herein, the possibility using other terms is not precluded
Property.The use of these items is only for be more convenient to describe and explain essence of the invention；It is construed as any one
Additional limitation is disagreed with spirit of that invention.
Claims (5)
1. a kind of Curtain Wall Design method based on BIM, which comprises the following steps:
S1,3 d part model is established；
It S2, take curtain wall frame bar as positioning creation working face；
S3, creation limit parameter, and the parameter of each 3 d part is calculated according to restriction parameter；
S4,3 d part model is loaded on working face；
The parameter for the 3 d part that S5, foundation are calculated carries out accessory scaling and positioning, completes plate assembling；
In the step S1,3 d part includes column, crossbeam, panel, ornamental strip, door and window and embedded part and adapter；
Step S3 specifically includes the following steps:
E1, following parameters are created in plate assembly system: the high H of lattice, the wide W of lattice, column width A1, column depth B1, stood
Column section thickness t1, beam width A2, crossbeam depth B2, section of beam thickness t2, glue-line wide D and plate thickness t3；
E2, panel parameter is calculated according to following formula:
The high wide D of H- glue-line of panel height H3=lattice；
The wide wide D of W- glue-line of panel width W3=lattice；
Plate thickness is plate thickness t3；
E3, column parameter is calculated according to following formula:
The high H of stem height H1=lattice；
Column depth b is B1；
Column width is A1；
Column section thickness is t1；
E4, crossbeam parameter is calculated according to following formula:
The wide W- column width A1 of parameter W2=lattice of crossbeam；
Crossbeam depth b is B2；
Beam width is A2；
Section of beam is with a thickness of t2；
E5, sealant parameter is calculated according to following formula:
The high H of sealant height H4=lattice；
The wide wide D of W- glue-line of sealant width W4=lattice；
Sealant diameter is the wide D of glue-line.
2. a kind of Curtain Wall Design method based on BIM according to claim 1, which is characterized in that column scaling and positioning
Include:
(1) column width, column wall thickness and column depth parameter are set；
(2) column is made to adapt to plate thickness parameter；
(3) the adaptive height parameter of column is set；
Column width, wall thickness and depth parameter is arranged, and specific step is as follows:
A11, locking do not need the section units of variation；
A12, setting column width, column width are A1；
A13, setting column wall thickness are t1；
A14, setting column depth b；
So that column is adapted to plate thickness parameter, specific step is as follows:
One A21, creation reference plane, separate column section and former working face, and column section can and then be created
Reference plane cooperatively moves；
Distance plate thickness parameter between A22, the reference plane for making creation and former working face；
The adaptive height parameter of column is arranged, and specific step is as follows:
A31, the reference plane for creating a short transverse；
The distance between A32, the reference plane that the setting adaptive height parameter of column is creation and former working face；
A33, the end face that column is overlapped with working face and working face lock, and allow column and working face associated movement.
3. a kind of Curtain Wall Design method based on BIM according to claim 1, which is characterized in that crossbeam scaling and positioning
Include:
(1) beam width, crossbeam wall thickness and crossbeam depth parameter are set；
(2) crossbeam is made to adapt to plate thickness parameter；
(3) the adaptive width parameter of crossbeam is set；
The width, wall thickness and depth parameter of crossbeam is arranged, and specific step is as follows:
B11, locking do not need the section units of variation；
B12, setting beam width parameter, beam width A2；
B13, setting wall thickness parameter are t2；
B14, setting depth parameter are B2；
So that crossbeam is adapted to plate thickness parameter, specific step is as follows:
One B21, creation reference plane, separate section of beam and former working face, and section of beam can and then be created
Reference plane cooperatively moves；
The distance between B22, the reference plane for making creation and former working face are plate thickness parameter；
The adaptive width parameter of crossbeam is arranged, and specific step is as follows:
B31, the reference plane for creating three width directions；
B32, enable the reference plane near former working face for the first reference plane, farthest away from the reference plane of former working face
For third reference plane, intermediate reference plane is the second reference plane；It is arranged between the first reference plane and former working face
Distance be left side column width half, setting the distance between the second reference plane and third reference plane be right side uprights
The half of width, setting beam width are the distance between the first reference plane and the second reference plane；
B33, crossbeam left end face and the first reference plane are locked, crossbeam right end face and the second reference plane is locked.
4. a kind of Curtain Wall Design method based on BIM according to claim 2 or 3, which is characterized in that panel scales and determines
Position the following steps are included:
C1,6 reference planes are created in elevational view；
C2, setting panel height are H3, and setting panel width is W3；
C3, setting the distance between panel and frame bar are glue-line width D；
C4, creation panel sideline, and locked with corresponding reference plane；
C5, setting plate thickness parameter are t3.
5. a kind of Curtain Wall Design method based on BIM according to claim 4, which is characterized in that door and window scaling and
Positioning the following steps are included:
D1, creation handrail accessory, and adjusting parameter L1, L2 is set；
The panel race that D2, insertion front create, and it is associated with the wide W of lattice and the high H of lattice；
D3, creation facade open expression line, and it is visible to be arranged to a facade；
D4, creation plane open expression line, and it is visible to be arranged to a plane；
D5, insertion handrail, and positional parameter L3 is set；
Adjusting parameter between D6, each accessory of association, and set common adjustment formula.
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| CN108915136A (en) * | 2018-07-09 | 2018-11-30 | 中国十七冶集团有限公司 | A kind of construction method of open stone curtain wall |
| CN111159795B (en) * | 2019-11-22 | 2023-05-09 | 久瓴(江苏)数字智能科技有限公司 | Glass curtain wall generation method, device, computer equipment and storage medium |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104102765A (en) * | 2014-06-23 | 2014-10-15 | 金刚幕墙集团有限公司 | BIM (Building Information Modeling)-based curtain wall parametrization design method |
| CN104123412A (en) * | 2014-07-17 | 2014-10-29 | 金刚幕墙集团有限公司 | Method for detecting collision of curtain wall through BIM technology |
-
2016
- 2016-08-31 CN CN201610790457.6A patent/CN106484944B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104102765A (en) * | 2014-06-23 | 2014-10-15 | 金刚幕墙集团有限公司 | BIM (Building Information Modeling)-based curtain wall parametrization design method |
| CN104123412A (en) * | 2014-07-17 | 2014-10-29 | 金刚幕墙集团有限公司 | Method for detecting collision of curtain wall through BIM technology |
Non-Patent Citations (3)
| Title |
|---|
| "BIM 技术在国家会展中心（上海）幕墙工程中的应用;王孝俊等;《上海建设科技》;20151021(第5期);34-36 |
| 初探参数化设计在复杂形体建筑工程中的应用;黄越;《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》;20140715(第7期);C038-138 |
| 玻璃幕墙结构设计研究与软件研制;赵佳男;《中国优秀博硕士学位论文全文数据库 (硕士) 工程科技Ⅱ辑》;20070615(第6期);C038-138 |
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