CN106469434A - The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model - Google Patents
The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model Download PDFInfo
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- CN106469434A CN106469434A CN201610888676.8A CN201610888676A CN106469434A CN 106469434 A CN106469434 A CN 106469434A CN 201610888676 A CN201610888676 A CN 201610888676A CN 106469434 A CN106469434 A CN 106469434A
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- 238000000034 method Methods 0.000 title claims abstract description 25
- 230000002787 reinforcement Effects 0.000 title claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 70
- 210000003205 muscle Anatomy 0.000 claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 5
- 239000004927 clay Substances 0.000 claims 1
- 239000004744 fabric Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007790 solid phase Substances 0.000 description 1
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T3/00—Geometric image transformations in the plane of the image
- G06T3/06—Topological mapping of higher dimensional structures onto lower dimensional surfaces
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T11/00—2D [Two Dimensional] image generation
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Abstract
The present invention relates to three-dimensional rebar design and its two dimension go out figure in order to solve the problems, such as that prior art does not have a kind of general and efficient method generating two-dimentional reinforcement drawing from threedimensional model.The present invention intersects according to three-dimensional concrete entity and parting plane and obtains xoncrete structure line object, three-dimensional reinforcing bar object and parting plane intersect generation two-dimensional points muscle object, three-dimensional reinforcing bar Object Projection generates two-dimensional line muscle object in parting plane, and by the attribute record of above-mentioned three-dimensional reinforcing bar object to two-dimentional reinforcing bar object, reinforcing bar mark and bar list are generated according to the attribute being recorded, obtains final two-dimentional reinforcement drawing.Present invention reinforcing bar two dimension be applied to building field goes out figure.
Description
Technical field
The present invention relates to three-dimensional rebar design and its two dimension go out figure, it is two-dimentional reinforcing bar particularly by three-dimensional reinforcing bar model conversion
The process of figure and method.
Background technology
In building trade, drawing is as the engineering data wanted most.A lot of drawings of civil engineering structure are represented using section
Method, particularly structure reinforcing bars figure.Draw two-dimentional reinforcing bar engineering drawing at present and mainly use the two-dimentional instrument such as AutoCAD software, right
Typical structure profile position, manual drawing structure lines, line muscle and point muscle, and carry out reinforcing bar mark, finally by manual statistics steel
Muscle quantities.Whole process is loaded down with trivial details, easily malfunctions, and workload is very big.If later stage school is examined and changed, drawing one by one is needed to carry out
Modification, including modification reinforcing bar numbering, diameter, spacing and quantities etc., its work efficiency is extremely low.
Civil structure is carried out after three-dimensional cloth muscle, need to carry out two dimension to go out figure.If steel is drawn using above-mentioned traditional method
Muscle figure, workload greatly, and partly works and repeats, inefficiency.So needing to enter in existing RC structural model
Row drawer, generates two-dimentional reinforcement drawing, improves work efficiency.Directly on three-dimensional civil structure model, carry out three-dimensional cloth muscle design,
More directly perceived, efficient.At the aspect such as steel project statistics and report generation, can be convenient quick.From presently disclosed document
From the point of view of, there is no general and efficient method or the approach generating two-dimentional reinforcement drawing from threedimensional model.
Content of the invention
The present invention does not have a kind of general and efficient method generating two-dimentional reinforcement drawing from threedimensional model for prior art
Problem, provide a kind of method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model, the method comprises the steps:
A. parting plane and concrete structural solid are selected, according to described parting plane and concrete structural solid phase intergrowth
Become xoncrete structure line, be the center of circle according to the point that parting plane and three-dimensional reinforcing bar object intersect, with reinforcing bar radius as radius, cuing open
Cutting plane place plane picture circle, the circle of gained is two-dimensional points muscle object, records reinforcing bar object properties;
B. calculate the angle of three-dimensional reinforcing bar axis and parting plane, be less than the situation of set angle in described angle angle
Under, by three-dimensional reinforcing bar Object Projection to parting plane institute in the plane, obtain two-dimensional curve and record reinforcing bar object properties, described
Two-dimensional curve is as two-dimensional line muscle object;
C. two-dimentional reinforcement drawing is generated according to described xoncrete structure line, two-dimensional points muscle object and two-dimensional line muscle object.
Specifically, in step B, calculate three-dimensional reinforcing bar axis as follows with the concrete grammar of the angle of parting plane:
Judge that three-dimensional reinforcing bar axis is space curve or straight line;
If three-dimensional reinforcing bar axis is straight line, directly calculate the angle of three-dimensional reinforcing bar axis and parting plane, if three-dimensional steel
Muscle axis is space curve, then three-dimensional reinforcing bar axis is carried out discrete processes, obtains three-dimensional point set, calculates from three-dimensional point set coordinate
Obtain mean level of the sea, and calculate mean level of the sea and the angle cuing open plane section.
Specifically, step B also includes:The attribute information of three-dimensional reinforcing bar is stored corresponding two-dimensional points muscle object or two-dimensional line
Muscle object, the attribute information of described three-dimensional reinforcing bar includes reinforcing bar grade, reinforcing bar numbering, bar diameter and bar spacing.
Further, also include after step C:According to the three-dimensional reinforcing bar object properties being recorded, generate reinforcing bar mark and
Bar list, forms final two-dimentional reinforcement drawing.
Present invention has the advantages that:Achieve and generate two-dimentional reinforcement drawing from three-dimensional rebar model, according to being remembered in X-Y scheme
Record reinforcing bar information generate reinforcing bar mark and bar list, by the concordance of model and drawing it is ensured that reinforcing bar X-Y scheme just
Really property, improves design efficiency and designing quality.The present invention is unrelated with software platform, has important answering in engineer applied field
With being worth, and there is applicability and admissibility.
Specific embodiment with reference to embodiments is described in further detail to technical scheme it should note
Meaning, embodiment is used for the purpose of the technology design helping reader to more fully understand the present invention, not in order to limit the present invention
Scope of the claims.
Brief description
Fig. 1 is the flow chart of the method generating two-dimentional reinforcement drawing based on three-dimensional rebar model of the embodiment of the present invention.
Specific embodiment
The present invention does not have a kind of general and efficient method generating two-dimentional reinforcement drawing from threedimensional model for prior art
Problem, a kind of method generating two-dimentional reinforcement drawing based on three-dimensional rebar model is provided.The present invention is according to three-dimensional concrete
Entity and parting plane intersect and obtain xoncrete structure line object, and three-dimensional reinforcing bar object and parting plane intersect and generate two-dimensional points muscle
Object, three-dimensional reinforcing bar Object Projection to parting plane generates two-dimensional line muscle object, and the attribute by above-mentioned three-dimensional reinforcing bar object
Recorded two-dimentional reinforcing bar object, reinforcing bar mark and bar list are generated according to the attribute being recorded.
Embodiment
Angle muscle three dimensional arrangement |input paramete mainly includes parting plane, concrete solid and three-dimensional reinforcing bar object.Tie below
Close Fig. 1 method of the present invention flow process is described in further detail.
As shown in figure 1, the step of the method based on three-dimensional rebar model to two-dimentional reinforcement drawing of the present invention is as follows:
Step one:Generating structure contour line
Select parting plane and concrete structural solid in three-dimensional rebar model, intersect and obtain xoncrete structure line.
Step 2:Generate two-dimensional points muscle object
Select parting plane and three-dimensional reinforcing bar object in three-dimensional rebar model, judge whether to intersect.If intersecting, cuing open
Generate intersection point on cutting plane, with this intersection point as the center of circle, draw the dot of filling, as two-dimensional points muscle object.
Step 3:Obtain three-dimensional reinforcing bar object and parting plane included angle
Following process is carried out respectively according to three-dimensional reinforcing bar axis type:
If three-dimensional reinforcing bar axis is space curve, will be discrete for space curve, obtain discrete point set, by discrete point set
Coordinate obtains mean level of the sea, is calculated the angle of mean level of the sea and parting plane;
If three-dimensional reinforcing bar axis is straight line, it is calculated straight line and parting plane included angle.
Step 4:Generate two-dimensional line muscle object
When three-dimensional reinforcing bar object is less than, with parting plane included angle, the certain angle setting, three-dimensional reinforcing bar Object Projection is arrived
In parting plane, generate two-dimensional line muscle object.
Step 5:The three-dimensional reinforcing bar object properties of storage
By the attribute information of the three-dimensional reinforcing bar needed for two-dimentional reinforcing bar mark and material list, store corresponding two-dimensional points muscle object
Or two-dimensional line muscle object, attribute information mainly includes reinforcing bar grade, reinforcing bar numbering, bar diameter and bar spacing, reinforcing bar length
Etc. information.
Step 6:Generate two-dimentional reinforcement drawing
Xoncrete structure line, two-dimensional points muscle object, two-dimensional line muscle object are collected the two-dimentional reinforcement drawing of generation, according to two dimensional steel
The attribute information that muscle object is recorded carries out reinforcing bar mark and generates bar list, forms final reinforcing bar X-Y scheme.
Claims (4)
1. the method for two-dimentional reinforcement drawing is generated it is characterised in that comprising the steps based on three-dimensional rebar model:
A. select parting plane and concrete structural solid, generation is intersected according to described parting plane with concrete structural solid mixed
Xtah Crude Clay structure line, is the center of circle according to the point that parting plane and three-dimensional reinforcing bar object intersect, with reinforcing bar radius as radius, puts down in parting
Face place plane picture circle, the circle of gained is two-dimensional points muscle object, records reinforcing bar object properties;
B. calculate the angle of three-dimensional reinforcing bar axis and parting plane, in the case that described angle angle is less than set angle, will
Three-dimensional reinforcing bar Object Projection to parting plane institute in the plane, obtains two-dimensional curve and records reinforcing bar object properties, described two dimension
Curve is as two-dimensional line muscle object;
C. two-dimentional reinforcement drawing is generated according to described xoncrete structure line, two-dimensional points muscle object and two-dimensional line muscle object.
2. as claimed in claim 1 the method for two-dimentional reinforcement drawing is generated it is characterised in that step B based on three-dimensional rebar model
In, calculate three-dimensional reinforcing bar axis as follows with the concrete grammar of the angle of parting plane:
Judge that three-dimensional reinforcing bar axis is space curve or straight line;
If three-dimensional reinforcing bar axis is straight line, directly calculate the angle of three-dimensional reinforcing bar axis and parting plane, if three-dimensional reinforcing bar axle
Line is space curve, then three-dimensional reinforcing bar axis is carried out discrete processes, obtains three-dimensional point set, is calculated from three-dimensional point set coordinate
Mean level of the sea, and calculate mean level of the sea and the angle cuing open plane section.
3. the method based on the two-dimentional reinforcement drawing of three-dimensional rebar model generation as claimed in claim 1 or 2 is it is characterised in that walk
Rapid B also includes:The attribute information of three-dimensional reinforcing bar is stored corresponding two-dimensional points muscle object or two-dimensional line muscle object, described three-dimensional steel
The attribute information of muscle includes reinforcing bar grade, reinforcing bar numbering, bar diameter and bar spacing.
4. as claimed in claim 3 the method for two-dimentional reinforcement drawing is generated it is characterised in that step C based on three-dimensional rebar model
Also include afterwards:According to the three-dimensional reinforcing bar object properties being recorded, generate reinforcing bar mark and bar list, form final two dimensional steel
Muscle figure.
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108427782A (en) * | 2017-08-12 | 2018-08-21 | 中民筑友科技投资有限公司 | A kind of three-dimensional building model treatment method and device based on BIM |
CN109284561A (en) * | 2018-09-30 | 2019-01-29 | 中民筑友科技投资有限公司 | Forming method, device, system and the readable storage medium storing program for executing of components three-dimensional artwork |
CN109684735A (en) * | 2018-12-26 | 2019-04-26 | 中民筑友科技投资有限公司 | Rebar model generation method, system, device and storage medium in component model |
CN109740253A (en) * | 2018-12-29 | 2019-05-10 | 北京市水利规划设计研究院 | Line muscle lead annotation method for drafting and device based on MicroStation |
CN109814783A (en) * | 2018-12-29 | 2019-05-28 | 北京市水利规划设计研究院 | Point muscle lead annotation method for drafting and device based on MicroStation |
CN111895898A (en) * | 2020-07-17 | 2020-11-06 | 上海勘测设计研究院有限公司 | Steel bar section graph point steel bar marking method and device, storage medium and terminal |
CN112560147A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM modeling calculation method and system for special-shaped roof lower column structure |
CN114638034A (en) * | 2022-03-15 | 2022-06-17 | 广联达科技股份有限公司 | Steel bar modeling method and device |
CN115270242A (en) * | 2022-07-11 | 2022-11-01 | 中国建筑西南设计研究院有限公司 | BIM-based basic big sample reinforcement map generation method, electronic device and readable medium |
CN117077241A (en) * | 2023-10-13 | 2023-11-17 | 长江勘测规划设计研究有限责任公司 | Intelligent linkage updating method for three-dimensional design reinforcing bar graph supporting multiple modes |
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CN108427782A (en) * | 2017-08-12 | 2018-08-21 | 中民筑友科技投资有限公司 | A kind of three-dimensional building model treatment method and device based on BIM |
CN109284561A (en) * | 2018-09-30 | 2019-01-29 | 中民筑友科技投资有限公司 | Forming method, device, system and the readable storage medium storing program for executing of components three-dimensional artwork |
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CN109740253B (en) * | 2018-12-29 | 2023-03-28 | 北京市水利规划设计研究院 | Wire rib lead annotation drawing method and device based on MicroStation |
CN109740253A (en) * | 2018-12-29 | 2019-05-10 | 北京市水利规划设计研究院 | Line muscle lead annotation method for drafting and device based on MicroStation |
CN109814783A (en) * | 2018-12-29 | 2019-05-28 | 北京市水利规划设计研究院 | Point muscle lead annotation method for drafting and device based on MicroStation |
CN109814783B (en) * | 2018-12-29 | 2020-09-29 | 北京市水利规划设计研究院 | Microstation-based stippling and drawing method and device for wire annotation |
CN111895898A (en) * | 2020-07-17 | 2020-11-06 | 上海勘测设计研究院有限公司 | Steel bar section graph point steel bar marking method and device, storage medium and terminal |
CN112560147A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM modeling calculation method and system for special-shaped roof lower column structure |
CN114638034A (en) * | 2022-03-15 | 2022-06-17 | 广联达科技股份有限公司 | Steel bar modeling method and device |
CN115270242A (en) * | 2022-07-11 | 2022-11-01 | 中国建筑西南设计研究院有限公司 | BIM-based basic big sample reinforcement map generation method, electronic device and readable medium |
CN117077241A (en) * | 2023-10-13 | 2023-11-17 | 长江勘测规划设计研究有限责任公司 | Intelligent linkage updating method for three-dimensional design reinforcing bar graph supporting multiple modes |
CN117077241B (en) * | 2023-10-13 | 2024-01-02 | 长江勘测规划设计研究有限责任公司 | Intelligent linkage updating method for three-dimensional design reinforcing bar graph supporting multiple modes |
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