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BIM-based site optimization layout method for shear wall structure hoisting stage

A layout method and site layout technology, applied in data processing applications, instruments, geometric CAD, etc., can solve the problems of scattered data resources, unscientific site layout, lack of construction site data information, etc., and achieve improved efficiency and accuracy. Effect

Active Publication Date: 2022-02-15
CCCC WUHAN HARBOR ENG DESIGN & RES +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The site layout of the traditional two-dimensional mode is usually planned based on drawings, and qualitative judgments are made based on construction experience. The data resources are relatively scattered, the evaluation lacks certain quantitative indicators, the site layout is not scientific enough, and the comprehensive and integrated construction site data information is lacking. the main reason

Method used

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  • BIM-based site optimization layout method for shear wall structure hoisting stage
  • BIM-based site optimization layout method for shear wall structure hoisting stage
  • BIM-based site optimization layout method for shear wall structure hoisting stage

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Embodiment Construction

[0025] The present invention will be further described below in conjunction with the accompanying drawings to make those skilled in the art with reference to the specification.

[0026] like figure 1 As shown, the present invention provides a BIM-based assembly shear wall structure lifting stage field optimization arrangement method, including: data extraction, statistical analysis of the program evaluation technology, established; construction based on standard layer lifting schedule Establishment method of BIM parameterization model of field dynamic arrangement;

[0027] In this example, the assembled shear wall concrete structure is an example, indicating an assembled concrete construction site optimization arrangement method, which is mainly including the following:

[0028] 1), the construction process is dynamically divided: Since the arrangement of the construction site is usually continuously adjusted as the project is advanced, according to the characteristics of the asse...

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Abstract

The invention discloses a BIM-based site optimization layout method for the hoisting stage of a prefabricated shear wall structure, comprising the following steps: step 1, dynamic division of the construction process; step 2, determination of technical indicators; step 3, technology based on BIM model Index extraction; Step 4, establishing the evaluation matrix of the scheme parameter sequence; Step 5, determining the technical indicators to be optimized; Step 6, adjusting and improving the scheme; Step 7, determining the dynamic optimal scheme of site layout; the visual modeling method of the present invention enables assembly The layout of the construction site has been greatly improved in terms of visibility, accuracy, and efficiency. The entire evaluation and optimization process is based on the parametric BIM model, and quantitative statistics are made on the technical indicators of the program evaluation. The programmed data information analysis method More accurate and reliable.

Description

Technical field [0001] The present invention relates to the field of construction site optimization arrangement methods. More specifically, the present invention is directed to a BIM-based assembly shear wall structure lifting stage optimization arrangement method. Background technique [0002] With my country vigorously promotes industrial production of assembled concrete buildings, the assembled building is mainly used in the lifting of prefabricated components, and the relationship is closely related to the lifting of prefabricated components. As the center of material resources, the construction site of material resources, the systematic and high-efficiency management of the tower cranes, traffic roads and yards in the construction process determines the construction quality and construction efficiency of assembled buildings. The traditional two-dimensional mode velocity is usually based on the drawings, relying on the granulation of construction experience, the data resource...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06Q10/06G06Q50/08
CPCG06Q10/0637G06Q10/06393G06Q50/08G06F30/13
Inventor 万爱玉段爱华蔡波史尧钱光浩汤小霞
Owner CCCC WUHAN HARBOR ENG DESIGN & RES