Underground diaphragm wall reinforcement cage manufacturing and hoisting construction method

Abstract

An underground diaphragm wall reinforcement cage manufacturing and hoisting construction method comprises the steps of S1, establishing a three-dimensional site plane layout drawing in Revit software,and a project BIM model is formed; S2, creating a reinforcement cage in the project BIM model to manufacture a moulding bed frame; S3, gradually establishing a reinforcement cage three-dimensional model in Revit software, and performing reinforcement cage processing visual disclosure and reinforcement cage acceptance check by utilizing the model; S4, calculating the weight G of the reinforcementcage by utilizing Revit software; S5, carrying out reinforcement cage hoisting calculation according to the size, the weight and the like of the reinforcement cage; S6, carrying out dynamic simulationand visual disclosure on the hoisting process of the reinforcement cage; and S7, summarizing and optimizing the construction process after the construction is completed. According to the method, theBIM technology is combined with underground diaphragm wall reinforcement cage manufacturing and hoisting construction, so that the whole construction process is high in visualization degree, clear, visual and easy to check and prejudge, the construction precision and quality can be improved, three-dimensional visualization disclosure and acceptance check are conducted through the BIM technology, workers can understand and master the construction process more easily, and the working efficiency is high.

Description

Technical field [0001] The present invention relates to the field of building construction, and in particular, to a production method of underground continuous wall steel cage production and lifting construction. Background technique [0002] The underground continuous wall is an increasingly widely wide foundation pit enclosure structure for reinforced concrete structures, and the production and lifting of steel cages needed before pouring concrete. The underground continuous wall steel cage is often decentralized after the wall is tested, and there is a large amount of embedded parts. Therefore, the steel cage production accuracy is high; in addition, the underground continuous wall steel cage volume, the weight is large, and it is difficult to hoisting. High risk. [0003] Traditional underground continuous wall steel cages often rely on two-dimensional construction drawings for processing, it is difficult to discover space conflicts in drawings, and it is also difficult to en...

AI Technical Summary

Problems solved by technology

[0003] Traditional underground diaphragm wall reinforcement cages often rely on two-dimensional construction drawings for production and processing. It is difficult to find spatial conflicts in the drawings and ensure the accuracy of reinforcement cage processing; Based on experience, lack of effective theoretical calculation support, lack of certain guidance when explaining to workers, and not intuitive enough

Therefore, there are certain hidden dangers in the quality and safety control of the traditional underground diaphragm wall reinforcement cage manufacturing and hoisting construction methods

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