CN103559351A - Method for processing data of reinforcing bars of building structural beam - Google Patents
Method for processing data of reinforcing bars of building structural beam Download PDFInfo
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- CN103559351A CN103559351A CN201310534795.XA CN201310534795A CN103559351A CN 103559351 A CN103559351 A CN 103559351A CN 201310534795 A CN201310534795 A CN 201310534795A CN 103559351 A CN103559351 A CN 103559351A
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Abstract
The invention discloses a method for processing data of reinforcing bars of a building structural beam. By selecting a graph target and inputting relevant structural design parameter, the optimization and calculation of the reinforcing bars of the beam can be realized, and the information of the reinforcing bars can be automatically outputted to a template graph in a mass manner. By adopting the method, the complicated procedure for gradually inputting the real reinforcing bars of the beam to the template graph one by one can be simplified, the repetition labor can be greatly alleviated through the simple operation, and time and labor can be saved.
Description
Technical field
The present invention relates to building trade computer technology Application and Development field, relate in particular to a kind of disposal route of architecture beam arrangement of reinforcement data.
Background technology
Development along with China city, structural design task is day by day heavy, but the Data Post of the current structure Design and Calculation of China and computer-aided mapping instrument fall behind, and the processing of computational data is wasted time and energy, thereby affect the cycle of structural design and the quality of publishing picture.Inventor finds, structural design personnel are carrying out beam arrangement of reinforcement while drawing, inefficiency not only, and optimize not.
Summary of the invention
Goal of the invention: the object of the invention is in order to overcome existing structure design software in the part technological deficiency of working drawing module existence.
Summary of the invention: the disposal route of architecture beam arrangement of reinforcement data of the present invention, it is characterized in that, comprise the steps:
start AutoCAD and import the beam arrangement of reinforcement calculated description being calculated by PKPM software.
on beam arrangement of reinforcement calculated description, select Drawing Object, comprise arrangement of reinforcement data, the beam axis of beam.
according to the beam axis of wanted arrangement of reinforcement, input the required correlation parameter of actual arrangement of reinforcement, comprise deck-siding, the vertical muscle diameter of beam, the Intensity Design value of vertical muscle and stirrup.
according to the limb of the spacing of deck-siding, thickness of concrete cover, vertical muscle and clear distance, stirrup apart from and the spacing of limb number, stirrup, indulge the diameter of muscle and stirrup etc.; foundation meets the tables of data that structure requires, for beam provides the Data support aspect structure when actual arrangement of reinforcement calculates.
optimization for stirrup is calculated, and according to the structure requirement of beam stirrup, determines stirrup minimum diameter, non-encrypted area maximum spacing; By the structure requirement of stirrup limb number and limb distance, determine limb number, calculate again corresponding arrangement of reinforcement numerical value and calculated description stirrup arrangement of reinforcement numerical value compares, if can not meet, the optimization that adopts following methods to carry out stirrup arrangement of reinforcement is calculated: the first step, by specifying numerical value progressively to reduce maximum spacing, but should make the maximum spacing after reducing be not less than encrypted area stirrup spacing, until calculate the stirrup arrangement of reinforcement numerical value that gained arrangement of reinforcement numerical value is not less than calculated description upper beam; Second step, if can not meet the demands by the first step, strengthens stirrup diameter, then by this new stirrup diameter, determines limb number and the maximum spacing of stirrup, then calculates by the method for the first step, until meet the demands.Optimization for vertical muscle is calculated, and according to the vertical muscle reference area of beam, calculates the actual reinforcing bar radical that should configure, but is not less than the radical that structure requirement should configure, and by structure requirement, reinforcing bar is divided to arrange and put; For beam intermediate support, actual arrangement of reinforcement is got the large person of both sides.
according to the intersecting point coordinate of the beam axis of wanted arrangement of reinforcement and other crossing beam axis, and consider that the impact of deck-siding, drawing ratio, word height, word angle calculates the coordinate of the anchor point of actual arrangement of reinforcement.
export the actual arrangement of reinforcement of the vertical muscle of beam and stirrup to each anchor point, and meet the requirement of flat method.
the all arrangement of reinforcement data of a beam of take are one group, if next assembly muscle data exists, carry out the optimization of next assembly muscle data and calculate; Next assembly muscle data if there is no, finishes the processing of this secondary beam arrangement of reinforcement.
after handling the arrangement of reinforcement of all beams, delete beam arrangement of reinforcement calculated description, import drawn beam forms figure.
Beneficial effect: the actual arrangement of reinforcement information of the vertical muscle of beam and stirrup will export relevant position in batches automatically by flat method requirement, reduce greatly the loaded down with trivial details process of import of user, and configuration reinforcement information is more accurate, has effectively improved work efficiency, practical; Be conducive to optimize beam arrangement of reinforcement, shorten publishing picture the cycle of beam arrangement of reinforcement working drawing, also can improve the quality of working drawing drawing.
Accompanying drawing explanation
Fig. 1 is the process flow diagram of architecture beam arrangement of reinforcement data processing.
Embodiment
Below in conjunction with accompanying drawing 1, the present invention will be described.
Fig. 1 is the process flow diagram of implementing the architecture beam arrangement of reinforcement data processing that the present invention relates to.The present invention specifically comprises: the calculating of the selection of Drawing Object, the input of parameter of structure design, actual arrangement of reinforcement and optimization, the actual arrangement of reinforcement after optimizing is plotted on each anchor point, and can meets the requirement of flat method.
Implement method of the present invention and can carry out following steps.
1,, referring to Fig. 1, step S101, starts AutoCAD and imports the beam arrangement of reinforcement calculated description being calculated by PKPM software.
2, step S102 selects Drawing Object on beam arrangement of reinforcement calculated description, comprises arrangement of reinforcement data, the beam axis of beam.
3, step S103, according to the beam axis of wanted arrangement of reinforcement, inputs the required correlation parameter of actual arrangement of reinforcement, comprises deck-siding, the vertical muscle diameter of beam, the Intensity Design value of vertical muscle and stirrup.
4, step S104, is optimized calculating to the actual arrangement of reinforcement of the stirrup of beam and vertical muscle.
5, step S105, the coordinate of required anchor point while calculating actual arrangement of reinforcement output.
6, step S106, exports the actual arrangement of reinforcement of beam to each anchor point.
7, step S107, all arrangement of reinforcement data of a beam of take are one group, if next assembly muscle data exists, forward step S104 to, and next assembly muscle data is optimized to calculating; Next assembly muscle data if there is no, forwards step S108 to, finishes the processing of this secondary beam arrangement of reinforcement data.
8, after handling the arrangement of reinforcement of all beams, the beam arrangement of reinforcement calculated description that delete step S101 imports, then import drawn beam forms figure.
Claims (7)
1. the disposal route of architecture beam arrangement of reinforcement data, is characterized in that, comprises the steps:
on computer platform, start AutoCAD, using this automatic newly-built file as AutoCAD template file;
importing is by the beam arrangement of reinforcement calculated description of PKPM Software Create and amplify by drawing ratio;
select Drawing Object;
input relevant parameter of structure design;
carry out arrangement of reinforcement optimization calculating;
anchor point coordinate calculates, and exports the actual arrangement of reinforcement after optimizing to each anchor point;
delete calculated description, import drawn beam forms figure.
2. the disposal route of architecture beam arrangement of reinforcement data according to claim 1, is characterized in that, computer platform used has AutoCAD and Windows XP environment.
3. the disposal route of architecture beam arrangement of reinforcement data according to claim 1, is characterized in that, the correlation parameter of input comprises calculating parameter and constructing variable.
4. the disposal route of architecture beam arrangement of reinforcement data according to claim 3, is characterized in that, calculating parameter mainly comprises diameter, the vertical diameter of muscle in beam bottom, the Intensity Design value of the diameter of stirrup, vertical muscle and stirrup of the vertical muscle of back portion; Constructing variable mainly comprises the radical of width, bar spacing and every placing of reinforcement of beam.
5. the disposal route of architecture beam arrangement of reinforcement data according to claim 1, is characterized in that, Drawing Object comprises straight line, word.
6. the disposal route of architecture beam arrangement of reinforcement data according to claim 1, is characterized in that, the calculating that comprises vertical muscle and stirrup is calculated in arrangement of reinforcement optimization.
7. the disposal route of architecture beam arrangement of reinforcement data according to claim 1, is characterized in that, the output of actual arrangement of reinforcement meets the requirement of flat method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310534795.XA CN103559351A (en) | 2013-10-31 | 2013-10-31 | Method for processing data of reinforcing bars of building structural beam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310534795.XA CN103559351A (en) | 2013-10-31 | 2013-10-31 | Method for processing data of reinforcing bars of building structural beam |
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| CN103559351A true CN103559351A (en) | 2014-02-05 |
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| CN201310534795.XA Pending CN103559351A (en) | 2013-10-31 | 2013-10-31 | Method for processing data of reinforcing bars of building structural beam |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104895333A (en) * | 2015-04-10 | 2015-09-09 | 中冶建工集团有限公司 | Circular arc frame beam reinforcement cage installing quality control method |
| CN106760097A (en) * | 2016-11-28 | 2017-05-31 | 上海大学 | A kind of two-way slab equidistantly supports beam type superstructure and its method for designing |
| 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 |
| CN108513548A (en) * | 2018-03-30 | 2018-09-07 | 深圳市君盈建筑科技有限公司 | The prefabricated processing method of reinforcing bar |
| CN113722810A (en) * | 2021-11-03 | 2021-11-30 | 深圳市华阳国际工程设计股份有限公司 | Reinforcement control method and system for parametric structure beam |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895333A (en) * | 2015-04-10 | 2015-09-09 | 中冶建工集团有限公司 | Circular arc frame beam reinforcement cage installing quality control method |
| CN106760097A (en) * | 2016-11-28 | 2017-05-31 | 上海大学 | A kind of two-way slab equidistantly supports beam type superstructure and its method for designing |
| 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 |
| CN108513548A (en) * | 2018-03-30 | 2018-09-07 | 深圳市君盈建筑科技有限公司 | The prefabricated processing method of reinforcing bar |
| CN113722810A (en) * | 2021-11-03 | 2021-11-30 | 深圳市华阳国际工程设计股份有限公司 | Reinforcement control method and system for parametric structure beam |
| CN113722810B (en) * | 2021-11-03 | 2022-02-18 | 深圳市华阳国际工程设计股份有限公司 | Reinforcement control method and system for parametric structure beam |
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Application publication date: 20140205 |