Method for controlling wall body crevices

Abstract

The invention relates to a method for controlling wall body crevices. The method for controlling the wall body crevices comprises the following steps that firstly, information is collected; secondly,a model family library is constructed, and by utilizing a Revit software, a building information modeling (BIM) wall body standard parameterized model family library of a wall body is established; thirdly, a BIM wall body three-dimensional model is established, wherein the BIM wall body three-dimensional model comprises manufacturing constructional steel bars, casting molding plates, split bolts,concrete structure layers and structural steel bar nets; fourthly, configuration and optimization are conducted, wherein the configuration condition of the structural steel bar nets is inspected layerby layer through BIM model simulated view; fifthly, simulated analysis design is conducted, wherein a BIM building information model established by the Revit software is imported into Navisworks software, and real-time roaming is conducted; sixthly, a material list is generated, wherein the quantity of materials needed by each layer of the wall body structure is counted by applying the BIM software detailed list function, the material list is generated, and the site construction scheme is determined; and seventhly, technology disclosure is conducted, wherein through an animated short film manufactured with a 3Dmax software or Navisworks software, visualized construction technology disclosure is conducted on site construction staff, and all-round instruction of construction is conducted. The method for controlling the wall body crevices has the effect that the possibility that the crevices are generated by the wall body is reduced.

Description

technical field [0001] The present application relates to the technical field of construction engineering, in particular to a method for controlling cracks in walls. Background technique [0002] As we all know, concrete materials have high compressive strength but low tensile strength, especially for pumping concrete, which has small aggregate diameter and large slump, and is more prone to cracks caused by shrinkage and temperature stress. The cast-in-place concrete structure wall often produces cracks before normal use, that is, during construction. At this time, the wall structure usually has not yet bear the full load under normal use. Such cracks are mostly caused by indirect effects, such as non-load deformation (shrinkage) , temperature and other factors). Wall cracks are a common quality problem in construction engineering. It not only affects the aesthetics and functional requirements of the building, but also destroys the integrity of the wall, affects the safety ...

AI Technical Summary

Problems solved by technology

Wall cracks are a common quality problem in construction engineering. It not only affects the aesthetics and functional requirements of the building, but also destroys the integrity of the wall, affects the safety of the structure, and even reduces the durability of the structure.

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