CN114091145A - Production type design method of assembly type concrete prefabricated part - Google Patents
Production type design method of assembly type concrete prefabricated part Download PDFInfo
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- CN114091145A CN114091145A CN202111293788.6A CN202111293788A CN114091145A CN 114091145 A CN114091145 A CN 114091145A CN 202111293788 A CN202111293788 A CN 202111293788A CN 114091145 A CN114091145 A CN 114091145A
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Abstract
A production type design method for an assembly type concrete prefabricated part relates to the field of assembly type building deepened design. The production type design method of the fabricated concrete prefabricated part comprises the following steps: creating a prefabricated part generation model and a prefabricated part discrimination model; inputting primary structure calculation data to a prefabricated part generating model to generate a generating geometric model of the prefabricated part; inputting primary structure drawing information or deepened design drawing information of the prefabricated part to a prefabricated part distinguishing model to generate a distinguishing geometric model of the prefabricated part; and comparing the generated geometric model with the judgment geometric model, selecting the output with better comprehensive evaluation as a prefabricated part design model, and taking a prefabricated part generation model or a prefabricated part judgment model corresponding to the prefabricated part design model as a new prefabricated part generation model. The assembly type concrete prefabricated part generating type design method can be suitable for different conditions, and can be automatically iterated to realize continuous optimization of standardization and minimum manufacturing cost.
Description
Technical Field
The application relates to the field of deepened design of an assembly type building, in particular to a design method of an assembly type concrete prefabricated part generating type.
Background
Compared with the same deepened design, the deepened design of the fabricated building is higher in precision, overlong in deepened design period and larger in difference of deepened design drawings of different projects. The production cost of the prefabricated part is high, the applicability of the die is poor, the PC component is digital and the product is difficult to realize, and the requirement of novel building industrialization cannot be met.
Therefore, a method for generating a prefabricated part model is needed to solve the problems of low design standardization and high manufacturing cost of the prefabricated part.
Disclosure of Invention
The purpose of the application is to provide a design method of an assembly type concrete prefabricated part generation type, which has the advantage of wide application range and can automatically iterate to realize continuous optimization of standard and minimum manufacturing cost.
The embodiment of the application is realized as follows:
the embodiment of the application provides a design method of an assembly type concrete prefabricated part generating type, which comprises the following steps:
creating a prefabricated part generation model and a prefabricated part discrimination model;
inputting primary structure calculation data to a prefabricated part generating model to generate a generating geometric model of the prefabricated part;
inputting primary structure drawing information or deepened design drawing information of the prefabricated part to a prefabricated part distinguishing model to generate a distinguishing geometric model of the prefabricated part;
and comparing the generated geometric model with the judgment geometric model, selecting the output with better comprehensive evaluation as a prefabricated part design model, and taking a prefabricated part generation model or a prefabricated part judgment model corresponding to the prefabricated part design model as a new prefabricated part generation model.
In some optional embodiments, the prefabricated part generation model determines the functional partition according to the type of the prefabricated part, and the corresponding relation between the rib arrangement mode and the primary structure calculation data is related according to the functional partition.
In some optional embodiments, the prefabricated part discrimination model determines the functional partition according to the type of the prefabricated part, and determines the rib arrangement mode according to the primary structure drawing information or the deepened design drawing information of the prefabricated part.
In some alternative embodiments, when the output of which the comprehensive evaluation is more excellent is selected as the design model of the prefabricated part, the comprehensive evaluation is performed from the viewpoint of versatility and economy.
The beneficial effect of this application is: the method for designing the prefabricated assembly type concrete member includes the following steps: creating a prefabricated part generation model and a prefabricated part discrimination model; inputting primary structure calculation data to a prefabricated part generating model to generate a generating geometric model of the prefabricated part; inputting primary structure drawing information or deepened design drawing information of the prefabricated part to a prefabricated part distinguishing model to generate a distinguishing geometric model of the prefabricated part; and comparing the generated geometric model with the judgment geometric model, selecting the output with better comprehensive evaluation as a prefabricated part design model, and taking a prefabricated part generation model or a prefabricated part judgment model corresponding to the prefabricated part design model as a new prefabricated part generation model. The assembly type concrete prefabricated part generating type design method provided by the embodiment can be suitable for different uses and ranges, can be automatically iterated to realize continuous optimization of standardization and minimum manufacturing cost, and simultaneously can be associated with production information to realize the design of computer-aided design and computer-aided process.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
Fig. 1 is a schematic flowchart of a method for designing a prefabricated concrete member according to an embodiment of the present disclosure.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
The characteristics and performance of the prefabricated concrete member production type design method according to the present application will be described in further detail with reference to the following examples.
As shown in fig. 1, an embodiment of the present application provides a method for designing a prefabricated concrete member, which includes the following steps:
s1, creating a prefabricated part generation model and a prefabricated part discrimination model according to the prefabricated part structure specification and the actual production case of the assembly type building; the prefabricated part generation model determines function partitions according to the types of the prefabricated parts, and calculates the corresponding relation between the data and the primary structure calculation data according to the function partition association bar arrangement mode; the prefabricated part distinguishing model determines the functional partition according to the type of the prefabricated part, does not relate to the rib arrangement mode, and determines the rib arrangement mode according to the primary structure drawing information or the deepened design drawing information of the prefabricated part.
S2, inputting the primary structure calculation data to the prefabricated part generation model to generate a prefabricated part generation geometric model;
s3, inputting primary structure drawing information or deepened design drawing information of the prefabricated part to a prefabricated part distinguishing model to generate a distinguishing geometric model of the prefabricated part;
s4, comparing and generating a geometric model and judging the geometric model, and carrying out comprehensive analysis by combining the mold information, the production line characteristics and the station requirements from the viewpoint of universality and economy to select the output of the minimum manufacturing cost as a prefabricated part design model;
and S5, taking the prefabricated part generation model or the prefabricated part distinguishing model corresponding to the prefabricated part design model as a new prefabricated part generation model.
The design method of the prefabricated concrete member generation formula provided in this embodiment first establishes a prefabricated member generation model and a prefabricated member discrimination model by referring to the prefabricated member structure specification and the actual production case of the prefabricated building, then inputs primary structure calculation data into the prefabricated member generation model to generate a generated geometric model of the prefabricated member, inputs primary structure drawing information or prefabricated member deepening design drawing information into the prefabricated member discrimination model to generate a discrimination geometric model, then compares the generated geometric model with the discrimination geometric model from the viewpoint of universality (standardization) and economy to obtain a prefabricated member design model with higher generalization degree and better economy, and finally iterates the prefabricated member generation model or the prefabricated member discrimination model corresponding to the prefabricated member design model as a new prefabricated member generation model, the effect of continuous evolution of the prefabricated part generation model is achieved, the problems that the design standardization degree of the prefabricated part is low and the manufacturing cost of the prefabricated part is high are solved, the application range of the prefabricated concrete prefabricated part generation type design method provided by the embodiment is wide, the prefabricated concrete prefabricated part generation type design method can be suitable for different use conditions, and therefore the evolution of the standard property and the minimum manufacturing cost of the prefabricated part generation model is achieved.
The embodiments described above are some, but not all embodiments of the present application. The detailed description of the embodiments of the present application is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
Claims (4)
1. A production type design method of an assembly type concrete prefabricated part is characterized by comprising the following steps:
creating a prefabricated part generation model and a prefabricated part discrimination model;
inputting primary structure calculation data to the prefabricated part generating model to generate a generating geometric model of the prefabricated part;
inputting primary structure drawing information or deepened design drawing information of the prefabricated part to the prefabricated part distinguishing model to generate a distinguishing geometric model of the prefabricated part;
comparing the generated geometric model with the judgment geometric model, selecting the output with better comprehensive evaluation as a prefabricated part design model, and taking the prefabricated part generation model or the prefabricated part judgment model corresponding to the prefabricated part design model as a new prefabricated part generation model.
2. The design method of the assembly type concrete prefabricated part generation formula as claimed in claim 1, wherein the prefabricated part generation model determines a function partition according to a part type, and corresponds to primary structure calculation data according to a function partition associated reinforcement arrangement mode.
3. The design method of the prefabricated concrete prefabricated part generation formula as claimed in claim 1, wherein the prefabricated part discrimination model determines the functional partition according to the type of the prefabricated part, and determines the reinforcement arrangement mode according to the primary structure drawing information or the deepening design drawing information of the prefabricated part.
4. The prefabricated concrete prefabricated part generative design method of claim 1, wherein, when the output with better comprehensive evaluation is selected as the prefabricated part design model, the comprehensive evaluation is performed from the viewpoints of universality and economy.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111293788.6A CN114091145A (en) | 2021-11-03 | 2021-11-03 | Production type design method of assembly type concrete prefabricated part |
| PCT/CN2022/129557 WO2023078353A1 (en) | 2021-11-03 | 2022-11-03 | Generative design method for prefabricated concrete component |
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| CN202111293788.6A CN114091145A (en) | 2021-11-03 | 2021-11-03 | Production type design method of assembly type concrete prefabricated part |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2023078353A1 (en) * | 2021-11-03 | 2023-05-11 | 中建科技武汉有限公司 | Generative design method for prefabricated concrete component |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR101932227B1 (en) * | 2017-04-10 | 2018-12-24 | 한국과학기술원 | Method for detecting position of rebar in reinforced precast concrete and detecting apparatus the same |
| CN107977487A (en) * | 2017-11-07 | 2018-05-01 | 山东住工装配建筑有限公司 | A kind of assembly concrete architectural design method based on BIM technology |
| CN108133107B (en) * | 2017-12-23 | 2021-07-23 | 中冶建筑研究总院有限公司 | FRP-concrete assembling method based on BIM model |
| CN110348077A (en) * | 2019-06-24 | 2019-10-18 | 长沙远大住宅工业集团股份有限公司 | The 3C modular method of architectural design, manufacture, construction |
| CN110543674B (en) * | 2019-07-31 | 2022-09-27 | 成都市建筑设计研究院有限公司 | Automatic splitting method of assembled floor based on BIM |
| CN114091145A (en) * | 2021-11-03 | 2022-02-25 | 中建科技武汉有限公司 | Production type design method of assembly type concrete prefabricated part |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2023078353A1 (en) * | 2021-11-03 | 2023-05-11 | 中建科技武汉有限公司 | Generative design method for prefabricated concrete component |
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