CN111062082B - Shear wall structural design system based on integrated template installation - Google Patents
Shear wall structural design system based on integrated template installation Download PDFInfo
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- CN111062082B CN111062082B CN201911358401.3A CN201911358401A CN111062082B CN 111062082 B CN111062082 B CN 111062082B CN 201911358401 A CN201911358401 A CN 201911358401A CN 111062082 B CN111062082 B CN 111062082B
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- 238000009434 installation Methods 0.000 title claims abstract description 14
- 239000000463 material Substances 0.000 claims description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 15
- 239000010410 layer Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 6
- 238000006243 chemical reaction Methods 0.000 claims description 3
- 230000010485 coping Effects 0.000 claims description 3
- 230000000452 restraining effect Effects 0.000 claims description 2
- 230000010354 integration Effects 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 1
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
- G06T17/10—Constructive solid geometry [CSG] using solid primitives, e.g. cylinders, cubes
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Abstract
The invention discloses a shear wall structure design system based on integrated template installation, which comprises a design tool, an auxiliary tool, a view, a drawing and a chart. The invention has the beneficial effects that: starting from a bottom layer code of software, a component model is created by writing the code, a designer only needs to input a plurality of necessary parameters of the component at the front end, the rest work is finished by the code, a large amount of manpower and energy are avoided, the designed shear wall is split into independent components, each component is deeply designed, the three-dimensional spatial relationship of the steel bars can be clearly expressed at the complex node positions, and the condition that the horizontal and vertical sections are inconsistent is further prevented.
Description
Technical Field
The invention relates to a shear wall structure design system, in particular to a shear wall structure design system based on integrated template installation, and belongs to the technical field of building houses.
Background
With the development of the assembly type construction technology, the integrated installation technology of the steel bar formwork is mature day by day. The technology comprehensively adopts a permanent template technology and a reinforcing steel bar forming and installing technology, the template and the reinforcing steel bar are manufactured into an integrated component, and the integral hoisting is carried out on a construction site. The prefabricated concrete shear wall structure has the advantages that the seismic performance is consistent with that of a cast-in-place structure, no reinforcing steel bar binding and template installation of any wall body exist on site, and the prefabricated concrete shear wall structure has obvious construction period and cost advantages compared with the existing prefabricated concrete shear wall structure. However, the system has no mature deepened design system, the deepened design workload is large, and the popularization and the application of the technology are seriously restricted.
At present, a means for realizing a deepened design is to design each component in a flat and vertical section by using CAD two-dimensional design software. The method consumes a great deal of manpower and energy, and at complex node positions, the three-dimensional spatial relationship of the reinforcing steel bars is difficult to express clearly, and the situation that the horizontal and vertical sections are inconsistent is easy to occur.
Through BIM technology, carry out three-dimensional design, can accurately express the spatial position relation between all components, the plain-section paper is directly generated from three-dimensional model, and is quick accurate.
However, a certain amount of time and effort is needed to design directly by using the existing design software, and since the designed components have certain standardization and are composed of templates and reinforcing steel bars, the design can be considered to be performed by a parametric modeling method, but when the parametric components are manufactured, many problems are encountered, such as that the parameters cannot be negative, and the components are often reported in error when being constrained. Therefore, only a limited number of component types can be made by the existing parametric modeling technology, and a great deal of time and energy is still needed to make components suitable for all types. Therefore, the shear wall structure deepening design system based on the integrated template installation is compiled through the bottom layer codes, and the deepening design work of the system is greatly improved.
Disclosure of Invention
The invention aims to solve the problems and provide a shear wall structure design system based on integrated template installation.
The invention realizes the purpose through the following technical scheme: shear wall structural design system based on integrated template installation comprises
Designing: the method is characterized by comprising the steps of rollover and rapid conversion of an integrated component, wherein rollover is the automatic three-dimensional modeling of a two-dimensional design result, and comprises a shear wall and a hidden column;
auxiliary tools: to facilitate rapid retrieval and component finding;
view and drawing: marking the generated component with size and material, and coding;
and (3) drawing: collecting information such as names, quantities and the like of all materials in the component by using codes and then displaying the information in a view in the form of a chart;
the system operation comprises the following steps:
converting an original two-dimensional design into a BIM model, operating by using a bottom code, and adopting a corresponding coping strategy according to different CAD drawings;
step two, in the BIM model, the shear wall is split and divided into independent components;
step three, carrying out size marking and material marking on the generated component to finish the drawing;
and step four, automatically counting the material tables, collecting information such as names and quantities of the materials in the component by using codes, and displaying the information in a view in a chart form.
As a further scheme of the invention: in the first step, when the CAD drawing is subjected to die rollover, the wall columns distinguished by the CAD drawing according to the layers are distinguished according to the layer mode, the wall and the column are distinguished according to the layer mode, the CAD drawing is not drawn according to the wall columns in a layered mode, the wall and the column are distinguished by adopting a shape mode, the die rollover reliability is improved, and manual checking is not needed.
As a further scheme of the invention: in the second step, the divided independent components comprise shear walls and restraining components.
As a further scheme of the invention: the length, height, thickness and coordinates of the wall are extracted from the BIM by the straight wall, a window is popped up, other technical parameters input by a user are obtained, the technical parameters comprise the thickness of a protective layer, the diameter, the position and the layout mode of a reinforcing steel bar, next, a component family is created according to the parameters, and the template is formed according to the parameters: determining the length, height and thickness of the wall; the reinforcing steel bars are determined according to the protective layer, the diameter and the position of the reinforcing steel bars, the layout parameters and the like.
The invention has the beneficial effects that: the shear wall structure design system based on the integrated template installation is reasonable in design, starts from a bottom code of software, creates a component model by compiling the code, a designer only needs to input a plurality of necessary parameters of a component at the front end, the rest work is finished by the code, a large amount of manpower and energy are avoided being consumed, the designed shear wall is split into independent components, each component is deeply designed, the three-dimensional spatial relationship of reinforcing steel bars can be clearly expressed at complex node positions, and the condition that the horizontal and vertical sections are inconsistent is prevented.
Drawings
FIG. 1 is a schematic view of the structure of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, a shear wall structure design system based on integrated template installation includes
Designing: the method is characterized by comprising the steps of rollover and rapid conversion of an integrated component, wherein the rollover is used for automatically carrying out three-dimensional modeling on a two-dimensional design result and comprises a shear wall and a hidden column;
auxiliary tools: to facilitate rapid retrieval and component finding;
view and drawing: marking the generated component with size and material, and coding;
and (3) drawing: collecting information such as names, quantities and the like of all materials in the component by using codes and then displaying the information in a view in the form of a chart;
the system operation comprises the following steps:
converting an original two-dimensional design into a BIM model, operating by using a bottom code, adopting a corresponding coping strategy according to different CAD drawings, distinguishing walls and columns according to the layers of the wall columns distinguished by the CAD drawings when the CAD drawings are subjected to rollover, wherein the CAD drawings are not drawn according to the wall columns in a layering way, and distinguishing the walls and the columns by using a shape mode, so that the rollover reliability is improved, and manual recheck is not needed;
step two, in the BIM model, the shear wall is split and divided into independent components, and the divided independent components comprise the shear wall and a restraint component;
wherein:
the method comprises the following steps that the length, the height, the thickness and the coordinates of a vertical wall are extracted from a BIM model, then a window pops up, other technical parameters input by a user are obtained, the technical parameters comprise the thickness of a protective layer, the diameter, the position and the layout mode of a reinforcing steel bar, next, component family creation is carried out according to the parameters, and a template is formed according to the parameters: determining the length, height and thickness of the wall; the reinforcing steel bars are determined according to the protective layer, the diameter and the position of the reinforcing steel bars, the layout parameters and the like;
step three, carrying out size marking and material marking on the generated component to finish the drawing;
and step four, automatically counting the material tables, collecting information such as names and quantities of the materials in the component by using codes, and displaying the information in a view in a chart form.
The working principle is as follows: when the shear wall structure design system based on integrated template installation is used, an original two-dimensional design is converted into a BIM model, then the shear wall is split in the BIM model and divided into independent components, the generated components are subjected to size marking and material marking, information such as names and quantities of all materials in the components is collected by using codes to complete a chart, and the chart is displayed in a view.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (2)
1. The utility model provides a shear wall structural design system based on installation of integration template which characterized in that: comprises that
Designing: the method is characterized by comprising the steps of rollover and rapid conversion of an integrated component, wherein the rollover is used for automatically carrying out three-dimensional modeling on a two-dimensional design result and comprises a shear wall and a hidden column;
auxiliary tools: to facilitate rapid retrieval and component finding;
view and drawing: marking the generated component with size and material, and coding;
and (3) drawing: collecting the name and quantity information of each material in the component by using the code and then displaying the information in a view in the form of a chart;
the system operation comprises the following steps:
converting an original two-dimensional design into a BIM model, operating by using a bottom code, and adopting a corresponding coping strategy according to different CAD drawings;
in the first step, when the CAD drawing is subjected to rollover, the wall columns are distinguished according to the layers of the CAD drawing, the walls and the columns are distinguished according to the layers of the CAD drawing, the CAD drawing is not drawn according to the wall columns in a layered mode, and the walls and the columns are distinguished by adopting a shape mode;
step two, in the BIM model, the shear wall is split and divided into independent components;
in the second step, the divided independent components comprise shear walls and restraining components;
step three, carrying out size marking and material marking on the generated component to finish the drawing;
and step four, automatically counting the material tables, collecting the name and quantity information of each material in the component by using the codes, and then displaying the information in a view in a chart form.
2. The shear wall structural design system based on integrated template installation of claim 1, wherein: the method comprises the following steps that the length, the height, the thickness and the coordinates of a vertical wall are extracted from a BIM model, then a window pops up, other technical parameters input by a user are obtained, the technical parameters comprise the thickness of a protective layer, the diameter, the position and the layout mode of a reinforcing steel bar, next, component family creation is carried out according to the parameters, and a template is formed according to the parameters: determining the length, height and thickness of the wall; the reinforcing steel bars are determined according to the protective layer, the diameter and the position of the reinforcing steel bars and the layout parameters.
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| CN201911358401.3A CN111062082B (en) | 2019-12-25 | 2019-12-25 | Shear wall structural design system based on integrated template installation |
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| CN201911358401.3A CN111062082B (en) | 2019-12-25 | 2019-12-25 | Shear wall structural design system based on integrated template installation |
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| CN104252558A (en) * | 2014-07-02 | 2014-12-31 | 哈尔滨工业大学 | BIM (Building Information Modeling) platform-based numerical control machining pretreatment method of non-standard building enclosure component |
| CN107391862A (en) * | 2017-07-28 | 2017-11-24 | 中建局集团建设发展有限公司 | A kind of prefabricated concrete structure Digital Collaborative Design Method |
| CN108664697A (en) * | 2018-04-03 | 2018-10-16 | 山东住工装配建筑有限公司 | A kind of prefabricated member parameterization design method based on BIM |
| CN109740245A (en) * | 2018-12-29 | 2019-05-10 | 江苏龙腾数字建造技术研究院有限公司 | A kind of application method in the prefabricated middle BIM technology of bar desk Combinatorial resolution |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104517008B (en) * | 2014-12-07 | 2017-11-21 | 沈阳工业大学 | Shear wall edge member parameterization design method based on BIM |
| CN106156408B (en) * | 2016-06-24 | 2020-01-10 | 东南大学 | Building cooperative construction system and method based on component classification and combination |
| CN106709660B (en) * | 2016-12-29 | 2021-11-19 | 天津市建筑设计院 | BIM-based building design method |
| CN109811931A (en) * | 2019-01-03 | 2019-05-28 | 华北水利水电大学 | A kind of fabricated shear wall building structure and its construction method based on BIM |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104252558A (en) * | 2014-07-02 | 2014-12-31 | 哈尔滨工业大学 | BIM (Building Information Modeling) platform-based numerical control machining pretreatment method of non-standard building enclosure component |
| CN107391862A (en) * | 2017-07-28 | 2017-11-24 | 中建局集团建设发展有限公司 | A kind of prefabricated concrete structure Digital Collaborative Design Method |
| CN108664697A (en) * | 2018-04-03 | 2018-10-16 | 山东住工装配建筑有限公司 | A kind of prefabricated member parameterization design method based on BIM |
| CN109740245A (en) * | 2018-12-29 | 2019-05-10 | 江苏龙腾数字建造技术研究院有限公司 | A kind of application method in the prefabricated middle BIM technology of bar desk Combinatorial resolution |
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