针对实际施工顺序，提出砼构造柱二阶段受力假设．考虑砌体材料的非线性受力特征，按变形一致的原则建立了设置砼构造柱砖砌体受压承载力计算公式，计算结果有较好的适应性，为用普通砖砌体材料建造高层建筑结构提供一定的理论依据． According to the actual construction sequence, the two-stage stress assumption of the concrete structural column is proposed. Considering the nonlinear force characteristics of masonry materials, according to the principle of uniform deformation, the formula for calculating the bearing capacity of the masonry structures is set up. The calculation results have a good adaptability. It is used to build high-rise buildings with ordinary brick masonry materials. The building structure provides a certain theoretical basis.