Intelligent arrangement method of temporary structural support based on optimization of structural strain energy

Abstract

The present application relates to the field of civil engineering technology, and provides a method for intelligent arrangement of temporary structural supports based on optimization of structural strain energy. The method includes: based on the target construction area, obtaining design drawings and establishing a three-dimensional structural model; analyzing the structural force characteristics of the model and identifying a set of temporary support point coordinates; performing constraint combination based on the coordinate set to determine a set of temporary support point combination schemes; performing structural analysis according to the scheme set, simulating the stress loading conditions during the construction phase, and calculating the structural strain energy; comparing the calculated structural strain energies to determine and select a temporary support point combination scheme with the minimum structural strain energy; and arranging temporary supports through the scheme with the minimum structural strain energy. The present application selects a temporary support mode with the minimum structural strain energy according to the structural strain energy under different temporary supports, solves the technical problem of excessive stress and strain in the temporary structural support process, and ensures construction safety.