混凝土地面板承载力的计算,按其上荷载形式及作用部位可分为单圆荷载作用于板中、板边、板角的计算,多圆荷载、矩形荷载和任意形状荷载作用下的计算。目前,对单圆荷载作用于板中情况的计算研究得较多,对单圆荷载作用于板边、板角情况的计算研究得较少,对其余荷载形式作用下的计算则研究得更少。在《对现行<工业建筑地面设计规范>中混凝土地面板承载力计算的探讨》一文(本刊1984年第3期,以下简称“探讨”)中,笔者就混凝土地面板的工作 The calculation of the bearing capacity of the concrete floor panel can be divided into the calculation of the single-circle load acting on the board, the edge of the board, and the angle of the board according to the load form and position of the upper load, and the effect of the multi-circular load, rectangular load and arbitrarily shaped load. At present, there are many studies on the calculation of single-circle loads acting on the plates. There are fewer studies on the effects of single-circle loads on plate edges and plate angles, and less on the calculations under other load forms. . In the article “Discussions on the calculation of bearing capacity of concrete ground slabs in the current ”Industrial Design Code for Ground Construction“ (No. 3 of the 1984 edition of this publication, hereinafter referred to as ”Exploration"), the authors work on concrete floor slabs.