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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
dimensional
reinforcing bar
muscle
parting plane
dimentional
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610888676.8A
Other languages
Chinese (zh)
Inventor
黄志澎
文伏灵
张志伟
瞿浩
李伟
罗小平
钟维明
徐建江
王蕊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Chengdu Engineering Co Ltd
Original Assignee
PowerChina Chengdu Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PowerChina Chengdu Engineering Co Ltd filed Critical PowerChina Chengdu Engineering Co Ltd
Priority to CN201610888676.8A priority Critical patent/CN106469434A/en
Publication of CN106469434A publication Critical patent/CN106469434A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T3/00Geometric image transformations in the plane of the image
    • G06T3/06Topological mapping of higher dimensional structures onto lower dimensional surfaces
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T11/002D [Two Dimensional] image generation

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Theoretical Computer Science (AREA)
  • Processing Or Creating Images (AREA)

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

The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model
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.
CN201610888676.8A 2016-10-11 2016-10-11 The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model Pending CN106469434A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610888676.8A CN106469434A (en) 2016-10-11 2016-10-11 The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610888676.8A CN106469434A (en) 2016-10-11 2016-10-11 The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model

Publications (1)

Publication Number Publication Date
CN106469434A true CN106469434A (en) 2017-03-01

Family

ID=58230861

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610888676.8A Pending CN106469434A (en) 2016-10-11 2016-10-11 The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model

Country Status (1)

Country Link
CN (1) CN106469434A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
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

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101599176A (en) * 2009-06-17 2009-12-09 中国科学院自动化研究所 A kind of method that internal layer of tubular structure is cut apart
CN101661626A (en) * 2008-08-27 2010-03-03 香港中文大学 Methods for flattening a 3d surface into a 2d piece
CN104537191A (en) * 2015-01-21 2015-04-22 中国电建集团华东勘测设计研究院有限公司 Drawing method for three-dimensional rebar model schematic diagram

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101661626A (en) * 2008-08-27 2010-03-03 香港中文大学 Methods for flattening a 3d surface into a 2d piece
CN101599176A (en) * 2009-06-17 2009-12-09 中国科学院自动化研究所 A kind of method that internal layer of tubular structure is cut apart
CN101599176B (en) * 2009-06-17 2011-08-10 中国科学院自动化研究所 Method for partitioning internal layer of tubular structure
CN104537191A (en) * 2015-01-21 2015-04-22 中国电建集团华东勘测设计研究院有限公司 Drawing method for three-dimensional rebar model schematic diagram

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
何家俊等: ""HIDAS三维智能化出图设计技术"", 《水运工程》 *
张元泽 等: ""大岗山拱坝廊道三维静力线弹性有限元分析及配筋方法研究"", 《水电站设计》 *
蒋海峰 等: ""ReStation系统的钢筋抽图技术介绍"", 《水力发电》 *

Cited By (13)

* Cited by examiner, † Cited by third party
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
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

Similar Documents

Publication Publication Date Title
CN106469434A (en) The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model
CN107609321A (en) Continuous bridge parametric modeling method based on Revit platforms
CN108595891B (en) Two-dimensional BIM design method for temporary support structure for concrete bridge girder construction
CN108595883B (en) Two-dimensional railway bridge three-dimensional BIM rapid modeling method
JP3657771B2 (en) 3D model creation device
CN107844677B (en) Method for editing and updating three-dimensional steel bar
CN104951632B (en) Three-dimensional cloth muscle method for round platform surface concrete structure
CN111814243B (en) Tunnel design drawing and three-dimensional model automatic generation method
CN107974945A (en) BIM modeling method based on variable cross-section rigid frame bridge continuous beam cantilever pouring construction
CN104778334A (en) CATIA (Computer-graphics Aided Three-dimensional Interactive Application) three-dimensional model establishing method for railway simple-support bridge
CN103310042B (en) For the method arranging three dimensional angular muscle
CN110069818A (en) A kind of railway engineering component parameter method based on Ilogic
CN102663188A (en) Three-dimensional structure modeling and analysis method based on parametric sketches
CN110309624A (en) A kind of laminated floor slab production method
CN106683191B (en) Spacing bar arrangement method suitable for complex curved surface and simple curved surface
CN112948914A (en) Method for automatically generating beam reinforcement map, processing device and storage medium
CN109684669A (en) Method for three-dimensional reinforcing bar editing and updating
CN106502701A (en) The method and device of component alignment during a kind of establishment webpage
CN114266097A (en) Three-dimensional information model design method and equipment for railway turnout
CN113779663A (en) BIM-based subway station enclosure structure three-dimensional modeling method, system and medium
CN108629057A (en) A method of generating BIM models
CN1877585B (en) Automatically designable and adjustable engineering graphics system and its building method and using method
CN104978466A (en) Three-dimensional definite-number bar arrangement method used for multiple guide wires
CN109697322A (en) A kind of reinforcement parameter generation method, device and equipment based on BIM model
CN102147825A (en) Method for rapidly making drawing of beam structural part and optimizing drawing

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170301

RJ01 Rejection of invention patent application after publication