The Analysis And Research On Circular Tower And Double Wall Template Support System By ANSYS

With the rapid economic development in urban and rural areas, the elements ofconstruction in the course of construction, including the tower crane foundation, wallpanels and other components of the template have been greatly used. Due to thesituation that the traditional tower crane foundation exists the problems such as thewaste of resources, environmental pollution and other shortcomings and limitations,especially the problems that the template can not stand the demolition in particular forsmall space between the wall deformation, the use of certain finite element softwareplays an important role on the feasibility and safety in the inspection for theconstruction components.Firstly, this paper calculates the stress and deformation of the annular wedges towerbase and double wall construction in the most unfavorable load by the way of the useof structural mechanics on the theoretical level, Thus providing a theoretical basis forthe feasibility of these construction methods on the circular tower and two double-walltemplates and providing certain data for the ANSYS finite element analysis, whichensures the accuracy of the ANSYS software analysis.Secondly this paper analyzes the stress and deformation of the annular wedges towerbase and double wall construction in the most unfavorable load by the way of the useof a large-scale finite element software such as ANSYS, Thus providing asoftware-level basis for the feasibility of these construction methods on the circulartower and two double-wall templates and elaborating the great role of ANSYS on theanalysis of models, which provides a solid foundation for the analysis on theconstruction model by ANSYS in the experimental study.Then, by the contrast of the theoretical solution and the finite element solutionrelated to the components, this paper verifies the applicability of the finite elementsolution, providing the basis for the later experiments.Finally, by the analysis of the results, this paper draw some useful conclusionswhich have great reference value on the understanding of the performance of theconstruction and the improvement of the progress and effectiveness on the actualproject.