CN104281729B - A kind of BIM methods manufactured applied to steel building Digital manufacturing - Google Patents
A kind of BIM methods manufactured applied to steel building Digital manufacturing Download PDFInfo
- Publication number
- CN104281729B CN104281729B CN201410309455.1A CN201410309455A CN104281729B CN 104281729 B CN104281729 B CN 104281729B CN 201410309455 A CN201410309455 A CN 201410309455A CN 104281729 B CN104281729 B CN 104281729B
- Authority
- CN
- China
- Prior art keywords
- design
- model
- construction
- building
- steel
- 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.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P90/00—Enabling technologies with a potential contribution to greenhouse gas [GHG] emissions mitigation
- Y02P90/30—Computing systems specially adapted for manufacturing
Abstract
The present invention provides a kind of BIM methods manufactured applied to steel building Digital manufacturing, four parts are fabricated including architectural design, structure design and analysis, draft design and numerical control, each several part has its respective basic procedure step requirement, and mutually there is certain information exchange between flow, to ensure upgrading in time for information, Connection between Processes are not smooth between solving current each specialty, the problem of interaction data can not be transmitted effectively, to improve steel building Design of digital and the inefficiency problem in building course.
Description
Technical field
The present invention relates to a kind of digitalization processing method, and in particular to one kind is applied to steel building Digital manufacturing system
The BIM methods made
Background technology
In order to meet the construction demand of China's rapid urban, shorten the design and construction period of steel building, control
Construction cost processed, digitizing technique starts to be applied in building field.But, digital applications in building trade at this stage
Substantially also following traditional workflow, (including architectural design-structure design-Deepen Design-processing and manufacturing and construction were waited
Journey), it is primarily present problems with：(1) linking that whole techniqueflow lacks between normalization, each specialty is less efficient；(2) it is each
The interaction data content in individual stage is still not clear, and data interaction is not smooth.
The content of the invention
The present invention provides a kind of BIM management technology methods manufactured applied to steel building Digital manufacturing, solves to work as
Connection between Processes are not smooth between preceding each specialty, the problem of interaction data can not be transmitted effectively, set with improving steel building digitlization
Meter and the inefficiency problem in building course.
Technology application flow in the present invention includes：
Architectural design-structure design and analysis-detail drawing Deepen Design-Digital manufacturing manufacture four-stage, each stage letter
The process of setting up for ceasing model is not mutually isolated, and each stage can generate corresponding data message, and with project
Promote and also constantly accumulating and updating with in-depth, data message, the interaction collaborative processes between different phase are also had therebetween,
So as to improve final Global Information model.
The flow is technically characterized in that：
It is a mistake for deepening constantly superposition by architectural design to the foundation of digital control processing fabrication stage digital information model
Journey.Traditional design cycle is mainly based upon the mode of operation of two-dimentional map file, and due to the difference of software platform, each stage, no
Model information with specialty can not realize complete transmission.Each stage will be according to repeating to model the need for each, between model not
Possesses the relevance of information, it is impossible to realize effective collaboration in each stage.And the technology application flow based on BIM each stage not
In the presence of obvious fault-layer-phenomenon, support model associates modification with automatically updating with map file, can make the conversion and linkage of data
It is more smooth, it is ensured that the integrality and real-time of information, allow the concurrent working earlier of each specialty, it is possible to by " touching
Hit check " in time the problem of find and correct in model, so as to realize sawtooth design and the construction of engineering project, reduce cost and
Improve efficiency.
The data demand of each session information model is in the present invention：
(1) model that architectural design specialty is set up more focuses on the overall morphologic appearance of building and for slab column wall etc.
Space topological, distribution and the determination of positioning relation of each building basic building block.The moulding that current building design stage is mainly applied
Software operating platform includes Autodesk Revit Architecture, SketchUp, Rhinoceros etc., required to pass to
The mockup data content in downstream then includes the geometric attribute information and the major class of non-geometric attribute information two of BUILDINGS MODELS.Wherein, it is several
What attribute includes accurate axis location size, the space qualifications, structure choosing such as profile boundary alignment, curvature of curved surface of building
Type and structural elements (Ru Liang, plate, post etc.) location dimension, shape and component angle substantially etc., and need clearly variable
Geometrical condition and unmodifiable geometrical condition；Rather than geometric attribute then includes the relevant informations such as construction material, live load.
(2) information model of structure design and analysis phase should be mainly used in structure using structure physical model as core
Calculate and optimize, it is ensured that the reasonability of structure design.The software Numerous of structural analysis and calculating is applied at present, such as
Autodesk Revit Structure、Autodesk Robot Structural Analysis、PKPM、SAP2000、
MIDAS, 3D3S, STAAB, MTS, ANSYS, ETABS, ABAQUS etc., but still need to further exploitation, be allowed to under BIM platforms
Other software preferably docked.The mockup data content that this stage downstream transmits is also classified into structural model geometry category
Property and constraint and non-geometric attribute and two big category informations of constraint.Geometric attribute and constraint include integrally-built axle net size；Knot
The annexation and mutual alignment relation of structure component, including its accurate positioning relation, absolute altitude, the position of component and section form
With size etc.；And the location dimension (coordinate dimension) of each structural elements, overall size, point size (linear dimension, Angular Dimension,
Section radius size) etc. necessary sized.Non-geometric attribute and constraint then include the restriction relation in terms of structure function, the company of referring mainly to
The intensity explanation and construction explanation of connection member, and weldquality requirement, the model of bolt and arrangement, weldering nail arrangement etc.；Engineering side
The requirement and constraint in face, the trade mark and credit rating such as steel, corresponding to product standard, the model specification of structural elements says
Bright, steel member forming mode, installation requirement and coating specification etc..
(3) the detail drawing Deepen Design stage mainly around build physical model, improve joint structure design, complete steel construction apply
Work draft design, collision the content such as check and improve its information model, this demands to each rod member connecting node, construction,
Processing and mounting process details are handled.The software operating platform mainly applied include Tekla Structure, AutoCAD,
StruCad, ProSteel, PKPM-STXT, Bocad etc., its mockup data content downstream transmitted should mainly include steel construction
Type, numbering, quantity and the attitude information of component, bar cross section form and dimension information, node installation information (such as bolt
Weld seam etc.), machining feature information, and various material numbers in component, bolt specification, aperture, size, groove type, overlength
The information such as super-heavy component segmentation position.Meanwhile, bill of materials data message should be also included in the model information in this stage, from
And be processed the work such as organization planning, cost control and progress control for the processing and manufacturing stage and foundation is provided.
(4) digital control processing fabrication stage, its information model mainly completes defeated with upstream detail drawing Deepen Design stage BIM models
NC data-linkages gone out, and then application numerical control cutting machine etc. automation equipment carries out component setting-out, and carry out automatic nest typesetting,
Excision forming after machining path is set, whole process is completed.The software operating platform that this stage is mainly applied includes
The jacking such as AutoCAD, FastCAM, Autonest software for composing, its data content then includes typesetting jacking information, machining path
Encode file, in-process inventory file etc..Wherein, typesetting jacking information includes real-time dynamic statistical discharge data, oval and batten
The inside and outside profile geometric data of curve-fit data, part, introducing (going out) line (arc) position data；Machining path encodes file master
To include processing sequence and plant equipment motion track information, in-process inventory file includes blanking inventory, item with part sketch
Mesh quantities is counted；In-process inventory file then refers to all kinds of forms (steel plate cutting inventory, material Track Table, the utilization rate of correlation
Summary sheet, clout table, part summary sheet etc.).
Concretely comprise the following steps：
A kind of BIM methods manufactured applied to steel building Digital manufacturing, it is characterised in that comprise the following steps：
Step 1: architectural design
Elementary Architecture design phase, architect enters according to every composite request such as the environmental factors such as wind, light and building function
Row conceptual design and Computerized three-dimensional modeling work, it is determined that, it is necessary to true with structure discipline collaboration while Elementary Architecture form
Surely the structure model selection built, and according to the moulding of the feedback scheme of structure discipline adjustment threedimensional model；Then according to architectural image
Building function design adjustment is carried out, building interior model is set up, improves and is collided with other relevant specialities collaboration such as equipment
The threedimensional model of test；After test, building design and construction figure is drawn according to standard, and carry out drawing examination and archive；
Emphasis is answered to solve the Research on Interactive Problem between architectural discipline and structure design specialty in the step, architectural discipline is according to knot
Structure specialty optimizes Form of Architecture by calculating the structural form requirement that draws of analysis, mainly rely on therebetween Revit,
AutoCAD or Rhino three-dimensional informations model carries out data transfer, is aided with the two-dimentional drawing such as plan and major profile figure, the two
Between the data format transmitted be mainly RVT, SAT and DWG；
The data demand that the stage architectural discipline is provided to structure discipline is：Geometric attribute information, including it is accurate
Axis location size, the space qualifications such as profile boundary alignment, the curvature of curved surface of building, structure model selection and structure substantially
Component location dimension, shape and component angle etc., and need clearly variable geometrical condition and unmodifiable geometrical condition；
And non-geometric attribute information, including the relevant information such as construction material, live load；
Step 2: structure design and analysis
Structure design and analysis phase, the design condition that structure design teacher proposes according to architect determine to build overall knot
Configuration formula and load and cross section information, and structural computational model is set up, further according to the different type characteristic use structure of structure
Analysis carries out structural checking computation with software for calculation, and checking computations structural feedback is changed to architectural discipline and architectural image is determined；Then paint
Steel Structural Design construction drawing processed simultaneously delivers downstream draft design unit drafting Construction of Steel Structure detail drawing, and the two needs to be directed to steel construction
Cooperateed with terms of the node type of rod member, processing technology；After being audited to Construction of Steel Structure detail drawing, go out figure archive；
Except in addition to the cooperateing with of architectural discipline, also answering emphasis to solve between structure design and draft design in the step
Research on Interactive Problem, mainly relies on therebetween Revit Structure, AutoCAD three-dimensional informations model and carries out data transfer, auxiliary
With the two-dimentional drawing such as leader, floor plan, bar element figure and attribute list, node coordinate table, node serial number figure and steel
Structural material table illustrates that the data format transmitted therebetween is mainly IFC, DWG/DXF with typical node；
The stage structures specialty is provided to the professional data demand of draft design：Geometric attribute information and constraint,
Including integrally-built axle net size；The annexation and mutual alignment relation of structural elements, including its accurate positioning relation,
Absolute altitude, the position of component and section form and size etc.；And the location dimension (coordinate dimension) of each structural elements, overall size,
Divide size (linear dimension, Angular Dimension, section radius size) necessary sized；And non-geometric attribute and constraint, including structure
The restriction relation of function aspects, refers mainly to the intensity explanation and construction explanation of connecting elements, and weldquality requirement, the type of bolt
Number and arrangement, weldering nail arrangement etc.；Requirement and constraint in terms of engineering, the trade mark and credit rating such as steel, corresponding to product
Standard, the model specification of structural elements illustrate, the forming mode of steel member, installation requirement and coating specification；
Step 3: draft design
In the draft design stage, after construction drawing design unit and installation unit are told somebody what one's real intentions are, draft design personnel submit drawing
Middle the problem of report, and determine according to material, equipment requirement segmentation position and the processing technology of rod member, and then carry out detail drawing to set
Meter, and cooperate with construction drawing design side clear and definite design of node scheme；Drawing and self-correcting are completed after being audited by technique, then feedback
To the check and correction of construction drawing design side, examination ＆ verification and revisions on drawings；
The step is mainly around building physical model, improve joint structure design, complete Construction of Steel Structure draft design, touch
Hit the contents such as check to improve its information model, this demands is to each rod member connecting node, construction, processing and mounting process
Details is handled；The software operating platform mainly applied include Tekla Structure, AutoCAD, StruCad,
ProSteel, PKPM-STXT, Bocad etc., the data transfer form between downstream be mainly DWG/DXF, NC data and
EXCEL。
The advantage of the invention is that：The present invention propose it is a kind of can apply to steel building Digital manufacturing manufacture
BIM management processes, specify that it is each specialty between data interaction content and call format, make data transfer and feedback procedure more
Efficiently, design efficiency is improved, the problem of not planned a successor when improving each specialty collaboration in the past between data, be connected not smooth.
Brief description of the drawings
Fig. 1 P-BIM application technology frame diagrams
Fig. 2 technology application overall flow figures
Fig. 3 a building design stage detail flowcharts
Fig. 3 b structure designs and analysis phase detail flowchart
Fig. 3 c draft design stage detail flowcharts
Fig. 3 d digital control processing fabrication stage detail flowcharts
Data transfer framework under Fig. 4 P-BIM platforms
Fig. 5 natatoriums Revit BUILDINGS MODELSs
Fig. 6 natatoriums Rhino BUILDINGS MODELSs
Fig. 7 natatoriums structural model figure
Fig. 8 natatoriums steel construction in-depth model
Fig. 9 natatoriums steel construction detail drawing
Figure 10 natatoriums steel structure member expanded view
Figure 11 natatoriums component numerical control shop detail drawing
Embodiment
The present invention is further described below in conjunction with the accompanying drawings.
As shown in figure 1, the present invention technological system, mainly including architectural design, structure design and analysis, draft design and
Digital control processing manufactures four parts, and each several part has its respective basic procedure step requirement, and mutually exists between flow certain
Information exchange, to ensure upgrading in time for information, idiographic flow step is as follows：
Step 1: architectural design
Elementary Architecture design phase, such as Fig. 3 a, architect are comprehensive according to the items such as the environmental factors such as wind, light and building function
It is required that carry out conceptual design and Computerized three-dimensional modeling work, it is determined that, it is necessary to same structure discipline while Elementary Architecture form
Collaboration determines the structure model selection of building, and according to the moulding of the feedback scheme of structure discipline adjustment threedimensional model；Then basis is built
Build type and carry out building function design adjustment, set up building interior model, improve with other relevant specialities such as equipment cooperate with into
The threedimensional model of row crash tests；After test, according to standard draw building design and construction figure, and carry out drawing examination and
Achieve.
Emphasis is answered to solve the Research on Interactive Problem between architectural discipline and structure design specialty in the step, architectural discipline is according to knot
Structure specialty optimizes Form of Architecture by calculating the structural form requirement that draws of analysis, mainly rely on therebetween Revit,
AutoCAD or Rhino three-dimensional informations model carries out data transfer, is aided with the two-dimentional drawing such as plan and major profile figure, the two
Between the data format transmitted be mainly RVT, SAT and DWG.
The data demand that the stage architectural discipline is provided to structure discipline is：Geometric attribute information, including it is accurate
Axis location size, the space qualifications such as profile boundary alignment, the curvature of curved surface of building, structure model selection and structure substantially
Component (Ru Liang, plate, post etc.) location dimension, shape and component angle etc., and need clearly variable geometrical condition and can not
The geometrical condition of change；And non-geometric attribute information, including the relevant information such as construction material, live load.
Step 2: structure design and analysis
Structure design and analysis phase, such as Fig. 3 b, the design condition that structure design teacher proposes according to architect determine to build
Overall structure type and load and cross section information, and structural computational model is set up, further according to the different type feature of structure
Structural checking computation is carried out using structure analysis and calculation software, checking computations structural feedback is changed to architectural discipline and determines that building is made
Type.Then draw Steel Structural Design construction drawing and deliver downstream draft design unit and draw Construction of Steel Structure detail drawing, the two needs
Cooperateed with terms of node type, processing technology for steel structural rod piece；After being audited to Construction of Steel Structure detail drawing, go out
Figure is achieved.
Except in addition to the cooperateing with of architectural discipline, also answering emphasis to solve between structure design and draft design in the step
Research on Interactive Problem, mainly relies on therebetween Revit Structure, AutoCAD three-dimensional informations model and carries out data transfer, auxiliary
With the two-dimentional drawing such as leader, floor plan, bar element figure and attribute list, node coordinate table, node serial number figure and steel
Structural material table and typical node explanation etc., the data format transmitted therebetween is mainly IFC, DWG/DXF.
The stage structures specialty is provided to the professional data demand of draft design：Geometric attribute information and constraint,
Including integrally-built axle net size；The annexation and mutual alignment relation of structural elements, including its accurate positioning relation,
Absolute altitude, the position of component and section form and size etc.；And the location dimension (coordinate dimension) of each structural elements, overall size,
Divide the necessary sizeds such as size (linear dimension, Angular Dimension, section radius size).And non-geometric attribute and constraint, including knot
The restriction relations of structure function aspects, refers mainly to the intensity explanation and construction explanation of connecting elements, and weldquality requirement, bolt
Model and arrangement, weldering nail arrangement etc.；Requirement and constraint in terms of engineering, the trade mark and credit rating such as steel, corresponding to production
Product standard, the model specification of structural elements illustrate, the forming mode of steel member, installation requirement and coating specification etc..
Step 3: draft design
Draft design stage, such as Fig. 3 c, after construction drawing design unit and installation unit are told somebody what one's real intentions are, draft design personnel carry
The problem of in intersection graph paper report, and determine according to material, equipment requirement segmentation position and the processing technology of rod member, and then carry out
Draft design, and cooperate with construction drawing design side clear and definite design of node scheme.Drawing and self-correcting are completed after being audited by technique, with
After feed back to construction drawing design side check and correction, examination ＆ verification and revisions on drawings.
The step is mainly around building physical model, improve joint structure design, complete Construction of Steel Structure draft design, touch
Hit the contents such as check to improve its information model, this demands is to each rod member connecting node, construction, processing and mounting process
Details is handled.The software operating platform mainly applied include Tekla Structure, AutoCAD, StruCad,
ProSteel, PKPM-STXT, Bocad etc., the data transfer form between downstream be mainly DWG/DXF, NC data and
EXCEL。
The mockup data content that stage draft design specialty needs downstream digital control processing manufacturing firm to transmit is required：
Type, numbering, quantity and attitude information, bar cross section form and dimension information, the node peace of steel structure member should be included
Fill information (such as weld to fix bolt), machining feature information, and various material numbers in component, bolt specification, aperture, size,
Groove type, ultralong overweight member segments position, and bill of materials data message.
Step 4: digital control processing is manufactured
Digital control processing fabrication stage, such as Fig. 3 d, its information model are mainly completed and upstream detail drawing Deepen Design stage BIM moulds
The NC data-linkages of type output, and then component setting-out is carried out using automation equipments such as numerical control cutting machines, in part correction, system
Hole, assembling, inspection, welding with examine it is errorless after, carry out automatic nest typesetting, setting machining path after excision forming, complete
Whole process.
The software operating platform that the step is mainly the applied jacking typesetting such as including AutoCAD, FastCAM, Autonest is soft
Part, the data content of generation then includes typesetting jacking information, machining path coding file, in-process inventory file, production pipe tabulation
Deng mainly relying on the data formats such as DWG/DXF, CNC, DSTV.
The typesetting jacking information of stage generation includes real-time dynamic statistical discharge data, oval and spline curve fitting number
According to, the inside and outside profile geometric data of part, introduce (going out) line (arc) position data；Machining path coding file mainly includes processing
Order includes the blanking inventory with part sketch, projects amount with plant equipment motion track information, in-process inventory file and united
Meter；In-process inventory file then refers to all kinds of forms (steel plate cutting inventory, material Track Table, utilization rate summary sheet, the clout of correlation
Table, part summary sheet etc.).
The data transmission system of model library is as shown in figure 4, detailed in architectural design, Structure Design and Calculation analysis, steel construction
G- Design sets up the model library for meeting call format respectively with digital control processing manufacture four-stage, and each model library is interrelated and can
With modification real-time update.Architectural discipline is with design progress situation by conceptual phase, concept phase and Deepen Design rank
The model of section is uploaded in building three-dimensional information model library in real time, and structure discipline can be extracted from correlation model storehouse at any time meets knot
The associated documents of structure specialty requirement simultaneously carry out structural calculation and design, and architectural discipline can modify according to correlation model.Similarly,
Steel construction detail drawing specialty and digital control processing manufacturing firm also can extract real-time and feedback model, so as to reach the timely synchronization of model
Update.
The architectural engineering example carried out according to the present invention：Certain Olympic Sports Center natatorium project is that individual layer large space physical culture is built
Build, floor space is 12399.40 square metres, it is 2562,23062 square metres of overall floorage, building height that spectators, which attend a banquet and counted,
29.6m, agent structure form is reinforced concrete frame structure, and roof is space steel truss structure.
Such as Fig. 5,6, in building design stage, building threedimensional model is set up by Rhino and Revit software platforms, will
Orientation axis, building profile, and the geological information such as preliminary structural elements location dimension, shape and angle combine two-dimentional drawing
Pass to structural engineer.
Such as Fig. 7, in structure design and analysis phase, the Software of structural computation and analysis and Revit of correlation are based primarily upon
Structure carries out analysis calculating and structural modeling, determines the position and section of the positioning relation, absolute altitude, component of each component
The necessary sized such as form and overall size, point size (linear dimension, Angular Dimension, section radius size).
Such as Fig. 8,9, in the detail drawing Deepen Design stage, first according to the IFC models as derived from Revit, using Tekla
Structure (XSteel) sets up steel construction three-dimensional information model, locus that is directly perceived and accurately determining each structural elements
Relation and connected mode.Meanwhile, with reference to the connection detail of two dimension, indicate bolt specification, aperture, size, groove type, rod member section
Face form and dimension information, node installation information (such as weld to fix bolt), machining feature etc., and collision survey is carried out on this basis
Examination, timely and effectively finds and correct for design problem.
Such as Figure 10,11, in the digital control processing fabrication stage, steel construction company is according to Tekla three-dimensional information model and sets
Count the size of drawings marked and each panel and node part carried out mathematical lofting by the technological requirement of processing and manufacturing in a computer,
The coordinate point data of accurate each breaking up point is obtained by mathematical computations, fairing processing is carried out to each point, form error is obtained
Less displaypattern data message, generates the geometrical expansion figure and numerical control shop detail drawing of steel structure member.To wherein it find again
The problem of be labeled in model and drawing, Share Model storehouse is uploaded to parallel, designer is fed back to, design side is improved and improve
Case.All parts patterns are classified by characteristics such as sheet metal thickness, materials with reference to inventories afterwards, using FastCAM
Automatic Typesetting jacking simultaneously sets machining path, starts digital control processing manufacture, and then complete assembling construction.
Claims (1)
1. a kind of BIM methods manufactured applied to steel building Digital manufacturing, it is characterised in that comprise the following steps：
Step 1: architectural design
Elementary Architecture design phase, architect carries out conceptual design and computer three according to wind, luminous environment factor and building function
Modeling work is tieed up, it is determined that, it is necessary to cooperate with the structure model selection that determines building with structure discipline while Elementary Architecture form, and root
The moulding of threedimensional model is adjusted according to the feedback scheme of structure discipline；Then building function design is carried out according to architectural image to adjust
It is whole, building interior model is set up, the threedimensional model for being cooperateed with mechanical discipline and carrying out crash tests is improved；After test, root
Building design and construction figure is drawn according to standard, and carries out drawing examination and archive；
The Research on Interactive Problem between architectural discipline and structure design specialty should be solved in the step, architectural discipline is logical according to structure discipline
Cross and calculate the structural form requirement optimization Form of Architecture that analysis is drawn, Revit, AutoCAD or Rhino tri- is relied on therebetween
Tie up information model and carry out data transfer, be aided with plan and the two-dimentional drawing of profile, the data format transmitted therebetween is
RVT, SAT and DWG；
The data demand that the stage architectural discipline is provided to structure discipline is：Geometric attribute information, including accurate axis
Location dimension, the profile boundary alignment of building, curvature of curved surface space qualifications, structure model selection and structural elements substantially are determined
Position size, shape and component angle, and need clearly variable geometrical condition and unmodifiable geometrical condition；And it is non-several
What attribute information, including construction material, live load；
Step 2: structure design and analysis
Structure design and analysis phase, the design condition that structure design teacher proposes according to architect determine to build overall structure shape
Formula and load and cross section information, and structural computational model is set up, further according to the different type characteristic use structural analysis of structure
Structural checking computation is carried out with software for calculation, checking computations structural feedback is changed to architectural discipline and architectural image is determined；Then draw steel
Structure design construction drawing simultaneously delivers downstream draft design unit drafting Construction of Steel Structure detail drawing, and the two needs to be directed to steel structural rod piece
Node type, cooperateed with terms of processing technology；After being audited to Construction of Steel Structure detail drawing, go out figure archive；
Except in addition to the cooperateing with of architectural discipline, should also solve the Cooperative Problem between structure design and draft design in the step
Topic, rely on therebetween Revit Structure, AutoCAD three-dimensional informations model carry out data transfer, be aided with leader,
Floor plan, bar element figure and attribute list, node coordinate table, the two-dimentional drawing of node serial number figure and steel structure material table with
Typical node illustrates that the data format transmitted therebetween is IFC, DWG/DXF；
The stage structures specialty is provided to the professional data demand of draft design：Geometric attribute information and constraint, including
Integrally-built axle net size；The annexation and mutual alignment relation of structural elements, including its accurate positioning relation, mark
The high, position of component and section form and size；And location dimension, overall size, point size of each structural elements；And it is non-several
Restriction relation in terms of what attribute and constraint, including structure function, the intensity explanation and construction that restriction relation refers to connecting elements is said
It is bright, and weldquality requirement, the model of bolt and arrangement, weldering nail arrangement；Requirement and constraint in terms of engineering, include the board of steel
Number and credit rating, corresponding product standard, the model specification of structural elements illustrate, the forming mode of steel member, install will
Ask and coating specification；
Step 3: draft design
In the draft design stage, after construction drawing design unit and installation unit are told somebody what one's real intentions are, draft design personnel are submitted in drawing
Problem report, and determine according to material, equipment requirement segmentation position and the processing technology of rod member, and then carry out draft design,
And clear and definite design of node scheme is cooperateed with construction drawing design side；Drawing and self-correcting are completed after being audited by technique, is subsequently fed back to
The check and correction of construction drawing design side, examination ＆ verification and revisions on drawings；
The step is around building physical model, improve joint structure design, complete Construction of Steel Structure draft design, collision and check
Its information model is improved, this demands is handled each rod member connecting node, construction, processing and mounting process details；
The software operating platform of application include Tekla Structure, AutoCAD, StruCad, ProSteel, PKPM-STXT,
Data transfer form between Bocad, with downstream is DWG/DXF, NC data and EXCEL.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410309455.1A CN104281729B (en) | 2014-07-02 | 2014-07-02 | A kind of BIM methods manufactured applied to steel building Digital manufacturing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410309455.1A CN104281729B (en) | 2014-07-02 | 2014-07-02 | A kind of BIM methods manufactured applied to steel building Digital manufacturing |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104281729A CN104281729A (en) | 2015-01-14 |
| CN104281729B true CN104281729B (en) | 2017-10-24 |
Family
ID=52256602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410309455.1A Active CN104281729B (en) | 2014-07-02 | 2014-07-02 | A kind of BIM methods manufactured applied to steel building Digital manufacturing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104281729B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952002A (en) * | 2018-08-03 | 2018-12-07 | 江苏沪宁钢机股份有限公司 | A kind of super large, the combined I-shaped girder steel of ultra-wide Two bors d's oeuveres and its segmentation divide installation method |
Families Citing this family (46)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104573254A (en) * | 2015-01-21 | 2015-04-29 | 中国十七冶集团有限公司 | Pre-construction technical disclosure method based on BIM |
| CN105095572B (en) * | 2015-07-14 | 2018-05-11 | 攀钢集团攀枝花钢钒有限公司 | The modeling method of the multipair conjugate pass of I-steel |
| CN105023201B (en) * | 2015-07-24 | 2017-04-05 | 中建三局第一建设工程有限责任公司 | Assembled architecture Deepen Design and construction method based on BIM and big data |
| CN105303308A (en) * | 2015-10-22 | 2016-02-03 | 张玉英 | Management system and method for whole steel bar engineering process based on 3D figure information platform |
| CN105678464A (en) * | 2016-01-13 | 2016-06-15 | 上海振华重工(集团)股份有限公司 | Welding information management method |
| CN105701318A (en) * | 2016-03-02 | 2016-06-22 | 中国十九冶集团有限公司 | Method for establishing SolidWorks net rack/pipe truss building information model with coordinate value table |
| CN105956346A (en) * | 2016-06-28 | 2016-09-21 | 深圳汇林达科技有限公司 | Aluminum alloy template design system and aluminum alloy template design method |
| CN106355374A (en) * | 2016-09-10 | 2017-01-25 | 天津大学 | Large steel structure material tracking method based on Tekla platform |
| CN106709660B (en) * | 2016-12-29 | 2021-11-19 | 天津市建筑设计院 | BIM-based building design method |
| CN107016625A (en) * | 2017-03-13 | 2017-08-04 | 同济大学 | A kind of total bag enterprise B IM authorizing standard methods of architectural engineering |
| CN107092720A (en) * | 2017-03-21 | 2017-08-25 | 中国建筑股份有限公司 | A kind of BIM model building methods that node repository is parameterized based on two-stage |
| CN107090939B (en) * | 2017-04-07 | 2019-12-03 | 潮峰钢构集团有限公司 | A kind of design preparation method of steel skeleton CCA composite plate |
| CN106971047A (en) * | 2017-04-10 | 2017-07-21 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of BIM and the construction design method of the two-way insertion of software for calculation |
| CN106991238A (en) * | 2017-04-10 | 2017-07-28 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of basic engineering method based on BIM technology |
| CN107341286A (en) * | 2017-05-27 | 2017-11-10 | 广州地铁设计研究院有限公司 | A kind of check method of BIM model elements |
| CN107424212B (en) * | 2017-07-31 | 2020-09-18 | 东风设计研究院有限公司 | DGRVT file format and data integration system and method based on same |
| CN107609217B (en) * | 2017-08-09 | 2020-05-12 | 中建钢构有限公司 | Processing method and device for collision check data |
| CN108427800A (en) * | 2017-08-12 | 2018-08-21 | 中民筑友科技投资有限公司 | A kind of assembled architecture design picture capturing method, apparatus and system |
| CN108427818A (en) * | 2017-08-12 | 2018-08-21 | 中民筑友科技投资有限公司 | One kind being based on BIM prefabricated member reinforcing bar data processing methods and device |
| CN108428196B (en) * | 2017-08-12 | 2021-12-17 | 中民筑友科技投资有限公司 | Loading sequence determination method and device based on BIM assembly type building components |
| CN107563089A (en) * | 2017-09-15 | 2018-01-09 | 中建海峡建设发展有限公司 | The method and computing device of PC components generation task list based on BIM |
| CN107679295A (en) * | 2017-09-18 | 2018-02-09 | 巧夺天宫（深圳）科技有限公司 | Fire hydrant design system, design method, electronic equipment and computer program product |
| CN107679332B (en) * | 2017-10-16 | 2021-02-12 | 福州万山电力咨询有限公司 | Transmission tower BIM model construction method based on Tekla platform |
| CN107885918A (en) * | 2017-10-27 | 2018-04-06 | 广东星层建筑科技股份有限公司 | A kind of Architectural Structure Design method and apparatus based on BIM technology |
| CN107748824A (en) * | 2017-11-06 | 2018-03-02 | 中国铁路设计集团有限公司 | A kind of concrete frame core-tube system design method based on BIM technology |
| CN108280248A (en) * | 2017-12-15 | 2018-07-13 | 北京宝都钢结构工程有限公司 | A kind of processing method and device of steel purlin |
| CN108304655B (en) * | 2018-02-01 | 2021-10-01 | 华北水利水电大学 | Building structure design software course quantitative evaluation and achievement calculation method and system |
| CN108733935B (en) * | 2018-05-24 | 2023-06-30 | 河北建设集团股份有限公司 | Steel structure hole making process |
| CN109840356A (en) * | 2019-01-07 | 2019-06-04 | 上海建工集团股份有限公司 | Prefabricated components manufaturing data reading and transforming method and system |
| CN109918860B (en) * | 2019-04-25 | 2022-11-25 | 上海同煦工程咨询有限公司 | Intelligent design method for steel structure node |
| CN112347533B (en) * | 2019-07-22 | 2022-08-26 | 成都笔木智绘科技有限公司 | Building structure BIM forward automatic checking method based on Revit |
| CN110807214B (en) * | 2019-09-16 | 2022-08-05 | 重庆长厦安基建筑设计有限公司 | Application method of multi-axis curved curtain wall based on BIM |
| CN113515090A (en) * | 2020-04-10 | 2021-10-19 | 深圳市市政设计研究院有限公司 | Steel structure manufacturing system and method based on BIM + CAM technology |
| CN113516442A (en) * | 2020-04-10 | 2021-10-19 | 深圳市市政设计研究院有限公司 | BIM + CAM technology-based section bar manufacturing system and method |
| CN113515834A (en) * | 2020-04-10 | 2021-10-19 | 任逸切科技(上海)有限公司 | Steel bar structure manufacturing system and method |
| CN111651811B (en) * | 2020-04-13 | 2024-03-19 | 中建三局第一建设工程有限责任公司 | Staged reverse design method for respiratory temporary infectious disease hospital assembled building system |
| CN111597610B (en) * | 2020-04-29 | 2020-11-17 | 成都建筑材料工业设计研究院有限公司 | Method for realizing rapid modeling of nonstandard parts in BIM design of cement plant by utilizing Dynamo |
| CN111753346B (en) * | 2020-06-30 | 2024-03-08 | 广东天元建筑设计有限公司 | Linear member profile generating method, revit platform and storage medium |
| CN111796866B (en) * | 2020-07-08 | 2021-10-08 | 成都理工大学 | Method for acquiring frame structure information based on Revit secondary development combined with Ansys command stream |
| CN112329090A (en) * | 2020-10-10 | 2021-02-05 | 河南建祥装饰工程有限公司 | Steel truss parametric modeling and calculating method based on BIM |
| CN112528372B (en) * | 2020-12-09 | 2022-12-23 | 四川蓉信开工程设计有限公司 | Modular assembly type design method for water treatment engineering |
| CN113505424B (en) * | 2021-07-12 | 2022-06-07 | 南昌大学 | Interactive construction method for derived component of linear engineering |
| CN113722892A (en) * | 2021-08-11 | 2021-11-30 | 国网上海市电力公司 | IFC data format-based three-dimensional digital expression method for overhead line component |
| CN113742824A (en) * | 2021-08-26 | 2021-12-03 | 苏州筑百年建筑科技有限公司 | Lightweight steel structure smart collaborative design cloud platform and operation method thereof |
| CN113449374B (en) * | 2021-08-30 | 2022-02-11 | 杭萧钢构股份有限公司 | Equipment self-organization strategy optimization method and system adaptive to steel structure construction characteristics |
| CN114969935B (en) * | 2022-06-01 | 2023-03-31 | 北京梦诚科技有限公司 | Method and system for calculating capital construction graphs, electronic equipment and storage medium |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103337006A (en) * | 2013-05-31 | 2013-10-02 | 中建钢构有限公司 | Management method of steel structured project management system |
-
2014
- 2014-07-02 CN CN201410309455.1A patent/CN104281729B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103337006A (en) * | 2013-05-31 | 2013-10-02 | 中建钢构有限公司 | Management method of steel structured project management system |
Non-Patent Citations (2)
| Title |
|---|
| BIM技术在钢结构工程中的应用研究;黄子浩;《中国优秀硕士学位论文全文数据库》;20131215;全文 * |
| 基于BIM的建筑集成化设计研究;郑聪;《中国优秀硕士学位论文全文数据库》;20130115;全文 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952002A (en) * | 2018-08-03 | 2018-12-07 | 江苏沪宁钢机股份有限公司 | A kind of super large, the combined I-shaped girder steel of ultra-wide Two bors d's oeuveres and its segmentation divide installation method |
| CN108952002B (en) * | 2018-08-03 | 2020-11-10 | 江苏沪宁钢机股份有限公司 | Oversized and ultra-wide double-spliced combined I-shaped steel beam and sectional division and installation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104281729A (en) | 2015-01-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104281729B (en) | A kind of BIM methods manufactured applied to steel building Digital manufacturing | |
| Aram et al. | Requirements for BIM platforms in the concrete reinforcement supply chain | |
| Lee et al. | Case study of mass customization of double-curved metal façade panels using a new hybrid sheet metal processing technique | |
| CN110110442A (en) | A kind of parametric modeling design method of assembled architecture | |
| CN107967399A (en) | A kind of assembled architecture Deepen Design method based on BIM softwares | |
| CN106202723A (en) | A kind of BIM subway work method | |
| CN105303308A (en) | Management system and method for whole steel bar engineering process based on 3D figure information platform | |
| CN109583149A (en) | Super large lid rolling stock section in-depth modernization system and its construction method based on BIM management | |
| KR101227723B1 (en) | Development method of korean-style design support information system by using parametric design process | |
| CN104850954A (en) | System and method for processing construction information of architectural decoration project | |
| CN112307539A (en) | BIM-based urban rail transit forward collaborative design method | |
| CN114580056A (en) | BIM-based comprehensive pipe gallery main body structure parametric design method | |
| CN115587784A (en) | BIM method applied to digital processing and manufacturing of steel structure | |
| Deng et al. | A BIM-based framework for automated generation of fabrication drawings for façade panels | |
| Lien et al. | BIM-based steel reinforcing bar detail construction design and picking optimization | |
| Nassereddine et al. | Overview of the State-of-Practice of BIM in the AEC Industry in the United States | |
| Greenough et al. | Integrating computational design to improve the design workflow of modular construction | |
| CN116070311A (en) | BIM forward design method for long and large bridge | |
| Xie et al. | Smart building materials of BIM and RFID in lifecycle management of steel structure | |
| Reisinger et al. | BIM-based workflows for building energy modelling–a variant study | |
| Navon | COCSY I: CAM-Oriented CAD System | |
| Popovas et al. | Technique for computer aided evaluation of economic indicators of a construction project | |
| Oli | Structural BIM Modelling Using Tekla Structures: Focus On A Modelling Process Of An Office Building | |
| Li | The Application of building information management platform in prefabricated building production stage | |
| CN103926876A (en) | Hydraulic connector integration system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |