CN102147825A - Method for rapidly making drawing of beam structural part and optimizing drawing - Google Patents

Method for rapidly making drawing of beam structural part and optimizing drawing Download PDF

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Publication number
CN102147825A
CN102147825A CN201110057727XA CN201110057727A CN102147825A CN 102147825 A CN102147825 A CN 102147825A CN 201110057727X A CN201110057727X A CN 201110057727XA CN 201110057727 A CN201110057727 A CN 201110057727A CN 102147825 A CN102147825 A CN 102147825A
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China
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girder construction
construction part
dimensional
engineering
view
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CN201110057727XA
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王宗彦
秦慧斌
吴淑芳
陆春月
黄启良
马占宇
魏峰
王松涛
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North University of China
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North University of China
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Abstract

The invention relates to a method for rapidly making a drawing of a beam structural part and optimizing the drawing, which comprises the following steps: (1) establishing a main three-dimensional variant design model of the beam structural part and a main engineering drawing template, developing a variant design program and carrying out three-dimensional variant design of the beam structural part; (2) using the relevance of design data between a product model and an engineering drawing to rapidly generate a two-dimensional engineering drawing of the beam structural part; (3) generating an engineering drawing information document of the beam structural part, automatically extracting the engineering drawing information by adopting a view traversal method through a program; (4) optimizing the drawing, developing a drawing optimizing program by generating the engineering drawing information document of the two-dimensional engineering drawing of the beam structural part and optimizing the rapidly generated two-dimensional engineering drawing of the beam structural part; and (5) generating the two-dimensional engineering drawing of the beam structural part which is in line with national and enterprise standards. The method realizes the automatic generation of the two-dimensional engineering drawing of the beam structural part which is in line with the national and enterprise standards, reduces the labor intensity of designers, increases the design efficiency of a product and shortens the design cycle of the product.

Description

The girder construction part is published picture and the drawing optimization method fast
Technical field
The present invention relates to a kind of method of publishing picture fast and optimizing with drawing, relate in particular to a kind of girder construction part and publish picture fast and the drawing optimization method.
Background technology
Two-dimensional engineering graphic paper remains the final output of enterprise product design and the important references of production and processing.Current, new product of every design all needs the manual drafting of two-dimensional engineering graphic paper of carrying out, and in order to obtain optimum design result, in product design process, need repeatedly revise design parameter and product drawing, the drawing workload is big, and repeated labor is many, length consuming time, product design efficiency is low.Simultaneously, also there are shortcomings such as standardization level is poor, error rate height in manual the drawing.
In recent years, publish picture fast and the drawing optimization method has obtained faster development.Find through prior art being carried out literature search, the limit is more " dynamo-electric information " 2010, the 6th phase, in " Pro/E publishing picture fast and printing " literary composition of delivering on the 103rd page, carry out personal settings by variety of option, proposed the method that realization is published picture fast and printed under the Pro/E environment Pro/E.The method can be accelerated designer's plotting speed to a certain extent, reduces repeated labor, and still, it can not realize the automatic generation of two-dimensional engineering graphic paper, and the product design personnel still need the manual drafting of two-dimensional engineering graphic paper of carrying out.Also find in the retrieval, Lu Junhui etc. were " Machine Design and manufacturing " 2006, the 8th phase, in " form and publish picture fast " literary composition of delivering on the 81-82 page or leaf with AutoLISP and dcl development of AutoCAD map sheet, utilize AutoLISP and dcl to carry out the AutoCAD secondary development, realized that AutoCAD forms map sheet automatically, and the method by drawing splicing has realized that plotting apparatus publishes picture continuously fast.The method can not realize the automatic generation of two-dimensional engineering graphic paper equally.Also find in the retrieval, 1999, what great waves of Inst. of Computing Techn. Academia Sinica are in its doctorate paper " engineering drawing generates optimized Algorithm research automatically ", two three-dimensional integratedization models based on pipeline, characteristics of drawing at ISO figure, by the exploitation automatic generating calculation, realized the automatic generation of ISO figure.The weak point of the method is: the method can only realize the automatic generation of the pipeline ISO figure that no ratio is drawn, can not realize meeting the automatic generation of the girder construction part two-dimensional engineering graphic paper of country and company standard, and it can not be optimized to the two-dimensional engineering graphic paper of automatic generation.Also find in the retrieval, the China national Department of Intellectual Property application case that August 12, disclosed publication number was CN101504675A in 2009, this application case title is " method that modularization, parametrization, intelligent engineering are drawn ".This application case has progressively realized the automatic generation of the total figure drawing of product, component diagram drawing, part drawing drawing by AutoCAD is carried out secondary development.The deficiency of the method is: the method can only be moved under the support of two-dimensional graphics software AutoCAD, fails to connect with the three-dimensional Variant Design of product, can not be extended to the three-dimensional design field.Also find in the retrieval, the China national Department of Intellectual Property application case that September 29, disclosed publication number was CN101847174A in 2010, this application case title is " crane hoisting mechanism graph paper parameterization design method ".This application case adopts parametric technology to realize the quick generation of crane hoisting mechanism construction work figure and technical report.The deficiency of the method is: the method is view location overlap, the imbalance of view size to existing among the construction work figure of quick generation not, and problems such as size, note distribution disorder are optimized processing.
Summary of the invention
Technical matters to be solved by this invention is to overcome above-mentioned deficiency, provide a kind of girder construction part to publish picture fast and the drawing optimization method, by the automatic girder construction part two-dimensional engineering graphic paper that generates of this method, the drawing standard that meets country and enterprise fully, can be directly used in to instruct and produce, reduce the design working strength of workers, improved product design efficiency.
Technical scheme of the present invention: a kind of girder construction part is published picture and the drawing optimization method fast, and its step is as follows:
(1) the three-dimensional Variant Design of girder construction part is set up the three-dimensional Variant Design master cast and the engineering drawing master module of girder construction part, and exploitation Variant Design program is carried out the three-dimensional Variant Design of girder construction part;
(2) the quick generation of girder construction part two-dimensional engineering graphic paper utilizes the association of design data between product model and the engineering drawing, generates girder construction part two-dimensional engineering graphic paper fast;
(3) generation of girder construction part engineering drawing message file adopts the method for view traversal to extract engineering drawing information automatically by program;
(4) drawing optimization, by generating the engineering drawing message file of girder construction part two-dimensional engineering graphic paper, exploitation drawing optimizer, girder construction part two-dimensional engineering graphic paper to quick generation is optimized, and described drawing optimization comprises view layout optimization, explains layout optimization, size layout optimization, view rupture automatically, the automatic generation of product information table, drawing format conversion;
(5) generate the girder construction part two-dimensional engineering graphic paper that meets country and company standard.
Described girder construction part engineering drawing message file has write down view position in the engineering drawing master module, view size, scale of view, note positional information; Described view layout optimization and note layout optimization are based on the realization of girder construction part engineering drawing message file; Described size layout optimization adopts obligatory point method, two kinds of methods of figure layer method; Described view fracture automatically is to realize by insert fracture line automatically on the fracture line position of calculating gained; Described product information table comprises material list, material consumption technology quota form, product/parts area summary sheet, line of cut length statistical form; Described drawing format conversion comprises .DWG .GIF, four kinds of forms of .PDF .EDRW.
The present invention compared with prior art has following beneficial effect: 1, by exploitation drawing optimizer, solved the existing view location overlap of girder construction part two-dimensional engineering graphic paper that generates fast after the Variant Design, the imbalance of view size, size, explain the disorder that distributes, problems such as the view fracture position is unreasonable, realized meeting the automatic generation of the girder construction part two-dimensional engineering graphic paper of country and company standard, substituted designer's manual drawing work, improved the standardization level of drawing, reduced the error rate of drawing, improve product design efficiency, shortened the product design cycle;
2, by generating product information table, for the formulation of raw-material buying of girder construction part and processing technology provides foundation;
3, by the drawing format conversion, can generate the drawing of .DWG .GIF .PDF, four kinds of forms of .EDRW, promoted the circulation of enterprise's drawing, reduced the software overhead of enterprise.
Description of drawings
Fig. 1 is a method flow diagram of the present invention.
Fig. 2 is the two-dimensional engineering graphic before drawing is optimized after the three-dimensional Variant Design of embodiment crane end carriage of the present invention.
Fig. 3 is the two-dimensional engineering graphic after embodiment crane end carriage drawing of the present invention is optimized.
Embodiment
A kind of girder construction part is published picture and the drawing optimization method fast, and its step is as follows:
(1) the three-dimensional Variant Design of girder construction part is set up the three-dimensional Variant Design master cast and the engineering drawing master module of girder construction part, and exploitation Variant Design program is carried out the three-dimensional Variant Design of girder construction part; Adopt modular technology and product family's technology, product type selecting in conjunction with enterprise, rationally divide module according to product function, analyze the parametrization modification relation of each module, determine reasonably to become ginseng, modification space, adopt SolidWorks2010, based on the template maximization principle, set up the three-dimensional Variant Design master cast and the engineering drawing master module of girder construction part, utilize VisualBasic6.0 that SolidWorks2010 is carried out secondary development, the modification situation exploitation Variant Design program of the design feature of bondbeam structural member and product, the three-dimensional Variant Design of realization girder construction part.
(2) the quick generation of girder construction part two-dimensional engineering graphic paper, utilize the association of design data between product model and the engineering drawing, generate girder construction part two-dimensional engineering graphic paper fast, by in model of parts, adding Custom Attributes, in the engineering drawing master module, add the attribute link, utilize the association of design data between product model and the engineering drawing, can generate girder construction part two-dimensional engineering graphic paper fast;
(3) generation of girder construction part engineering drawing message file adopts the method for view traversal to extract engineering drawing information automatically by program, and the information of being extracted comprises: view position, view size, scale of view, note position;
(4) drawing optimization, by generating the engineering drawing message file of girder construction part two-dimensional engineering graphic paper, exploitation drawing optimizer, girder construction part two-dimensional engineering graphic paper to quick generation is optimized, and described drawing optimization comprises view layout optimization, explains layout optimization, size layout optimization, view rupture automatically, the automatic generation of product information table, drawing format conversion;
View layout is optimized, and at first, calculates correct scale of view value and view position coordinates; Then, api interface function S caleRatio, the Position that utilizes SolidWorks2010 and provided is provided with again to scale of view and view position respectively; Correct scale of view size is that the situation of change by view size before and after the scale of view value that writes down in the engineering drawing message file and the Variant Design is determined; Correct view position coordinates is determined by the view centre coordinate that is write down in the engineering drawing message file.
Explain layout optimization, at first, the note positional information that is write down in the engineering drawing message file is changed and calculated, in the hope of correct note position coordinates; Then, utilize api function SetTextPoint to be provided with again to explaining the position.
The size layout optimization is that the boundary line can be divided into the size on the view inside dimension and external dimensions with the outermost sideline of view, and the distribution character of inside dimension and external dimensions is different, and their layout optimization method is also different, adopts an obligatory point method and a figure layer method respectively.
Near obligatory point method: at first, this inside dimension, draw a sketch point, and it is located fully by adding the constraint geometric relationship with this inside dimension graph of a correspondence key element; Then, the title and the inside dimension names associate of this sketch point are got up, and with its relevant information records in the engineering drawing message file; At last, when the size layout optimization, the method by traversal finds this sketch point, and inside dimension to correspondence is composed in the position of sketch point.Because this sketch point is located fully, it is with respect to the same moved further of graphical element, so, after the optimization this inside dimension also with the same moved further of graphical element.
A figure layer method: according to the level of view external dimensions, the outermost sideline of view is set at 0 layer, the figure level number outwards increases progressively, inwardly successively decreases.Like this, all external dimensions all will be referred to different figure layers, by the just distribution of energy controlling dimension of distance between the different figure layers is set.
View ruptures automatically, and the girder construction part mostly is slim-lined construction, in order clearly to represent the detailed information in the view, often need rupture to view.If adopt the method for in the engineering drawing master module, manually inserting fracture line to carry out the view fracture, can not guarantee after the Variant Design that the fracture line position changes synchronously with respect to model boundary, this does not meet the drawing standard of country and enterprise.So should write corresponding program view is ruptured automatically, its process is as follows: at first, calculate position breaklinePosition1, the breaklinePosition2 of fracture line; Then, utilize api function InsertBreak on the position of calculating gained, to insert fracture line; At last, utilize api function BreakView to carry out the view fracture automatically.
Product information table generates automatically, and the girder construction part is welded by sheet material, section bar usually, and the formulation that the automatic generation of product information table can be raw-material buying of girder construction part and processing technology provides foundation.Its concrete steps are as follows: at first, in model of parts, add part sequence number, part name, part specifications, weight, material, drafting person, draw Custom Attributes such as date, director's design, examination, technology examination, standardization examination, approval, audit, countersign, the total area, non-bevel line of cut length, bevel line of cut length, groove type, remarks, and the Custom Attributes value that changes is associated with model attributes; Then, the development information statistical program calculates and adds up the Custom Attributes value of parts; At last, the result who calculates gained is outputed in the product information table with the desired form of enterprise.
The drawing format conversion, in order to save the software overhead of enterprise, promote the circulation of drawing in enterprise, after the optimization of girder construction part two-dimensional engineering graphic paper finishes, can use api function SaveAs2 to convert engineering drawing in .DWG .GIF, four kinds of forms of .PDF .EDRW any one or a few.
(5) generate the girder construction part two-dimensional engineering graphic paper that meets country and company standard.

Claims (7)

1. a girder construction part is published picture and the drawing optimization method fast, it is characterized in that its step is as follows:
(1) the three-dimensional Variant Design of girder construction part is set up the three-dimensional Variant Design master cast and the engineering drawing master module of girder construction part, and exploitation Variant Design program is carried out the three-dimensional Variant Design of girder construction part;
(2) the quick generation of girder construction part two-dimensional engineering graphic paper utilizes the association of design data between product model and the engineering drawing, generates girder construction part two-dimensional engineering graphic paper fast;
(3) generation of girder construction part engineering drawing message file adopts the method for view traversal to extract engineering drawing information automatically by program;
(4) drawing optimization, by generating the engineering drawing message file of girder construction part two-dimensional engineering graphic paper, exploitation drawing optimizer, girder construction part two-dimensional engineering graphic paper to quick generation is optimized, and described drawing optimization comprises view layout optimization, explains layout optimization, size layout optimization, view rupture automatically, the automatic generation of product information table, drawing format conversion;
(5) generate the girder construction part two-dimensional engineering graphic paper that meets country and company standard.
2. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that described girder construction part engineering drawing message file has write down view position in the engineering drawing master module, view size, scale of view, note positional information.
3. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that described view layout optimization and explain layout optimization being based on that girder construction part engineering drawing message file realizes.
4. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that described size layout optimization adopts obligatory point method, two kinds of methods of figure layer method.
5. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that the automatic fracture of described view is by insert the fracture line realization automatically on the fracture line position of calculating gained.
6. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that described product information table comprises material list, material consumption technology quota form, product/parts area summary sheet, line of cut length statistical form.
7. girder construction part according to claim 1 is published picture and the drawing optimization method fast, it is characterized in that described drawing format conversion comprises .DWG .GIF, four kinds of forms of .PDF .EDRW.
CN201110057727XA 2011-03-08 2011-03-08 Method for rapidly making drawing of beam structural part and optimizing drawing Pending CN102147825A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102693334A (en) * 2012-03-01 2012-09-26 成都鹏业软件股份有限公司 Dynamic construction member identifying method based on CAD (computer-aided design) electronic drawing
CN102855350A (en) * 2012-08-06 2013-01-02 上海森松环境技术工程有限公司 Method and system for automatically making engineering drawing
CN106991261A (en) * 2017-05-19 2017-07-28 上海应用技术大学 A kind of multi-station Die Used in Pressworking engineering drawing design method and system based on NX
CN110009713A (en) * 2019-03-27 2019-07-12 中北大学 A method of bridging crane main beam two-dimensional engineering graphic is drawn using the quick 1:1 of AutoCAD
CN111680344A (en) * 2020-05-01 2020-09-18 武汉市政工程设计研究院有限责任公司 Automatic mapping method for layout of plate hole edge beam in subway station
CN115203767A (en) * 2022-09-16 2022-10-18 青岛艾德软件有限公司 Automatic layout method and system for engineering drawings

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CN101847174A (en) * 2010-06-10 2010-09-29 上海理工大学 Crane hoisting mechanism graph paper parameterization design method

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CN101504675A (en) * 2008-02-04 2009-08-12 上海迅羽化工工程高技术中心 Modularized, parameterized and intelligentized engineering drafting method
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102693334A (en) * 2012-03-01 2012-09-26 成都鹏业软件股份有限公司 Dynamic construction member identifying method based on CAD (computer-aided design) electronic drawing
CN102693334B (en) * 2012-03-01 2015-07-29 成都鹏业软件股份有限公司 Based on the dynamic component recognition methods of CAD electronic drawing
CN102855350A (en) * 2012-08-06 2013-01-02 上海森松环境技术工程有限公司 Method and system for automatically making engineering drawing
CN106991261A (en) * 2017-05-19 2017-07-28 上海应用技术大学 A kind of multi-station Die Used in Pressworking engineering drawing design method and system based on NX
CN106991261B (en) * 2017-05-19 2023-09-19 上海应用技术大学 NX-based multi-station stamping die engineering drawing design method and system
CN110009713A (en) * 2019-03-27 2019-07-12 中北大学 A method of bridging crane main beam two-dimensional engineering graphic is drawn using the quick 1:1 of AutoCAD
CN110009713B (en) * 2019-03-27 2022-11-15 中北大学 Method for drawing two-dimensional engineering drawing of main beam of bridge crane by using AutoCAD 1:1
CN111680344A (en) * 2020-05-01 2020-09-18 武汉市政工程设计研究院有限责任公司 Automatic mapping method for layout of plate hole edge beam in subway station
CN111680344B (en) * 2020-05-01 2023-03-03 武汉市政工程设计研究院有限责任公司 Automatic mapping method for layout of plate hole edge beam in subway station
CN115203767A (en) * 2022-09-16 2022-10-18 青岛艾德软件有限公司 Automatic layout method and system for engineering drawings

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Application publication date: 20110810