《浙江建筑》1993年第四期刊登了陈贤林同志《轴心受压柱下桩承台的合理设计》的文章。本人有一些想法与作者商榷(以图1为例)。 一、文中图1设想用三根地梁承力欠合理。因为在桩承台中所配的钢筋即使是沿假设的三根梁方向配置,但由于它们是共同工 “Zhejiang Architecture” published in the fourth issue of 1993 article by Comrade Chen Xianlin on the “rational design of shaft piles under axial compression columns”. I have some ideas with the author to discuss (for example, Figure 1). I. Figure 1 assumes that the use of three ground beams is unreasonable. Because the reinforcements in the pile caps are arranged along the hypothetical three beams, they are common