摘要
钢制储罐采用桩基础时,现行规范提供的环墙计算方法并不完全适用。通过分析桩基环墙受力,提出三种环墙约束假定,并分别给出静力计算方法和配筋计算方法。最后通过对试算结果分析,提出推荐的桩基环墙设计方法。
When the pile foundation scheme is adopted for steel storage tanks,the calculation method for the ringwall provided by the current specifications is not fully applicable.By analyzing the forces acting on the pile foundation ringwall,three types of ringwall constraint assumptions are proposed,and static calculation methods and reinforcement calculation methods are provided respectively.Finally,by analyzing the trial results,a recommended design method for pile foundation ringwall is proposed.
作者
张志成
路来光
ZHANG Zhicheng;LU Laiguang
出处
《化工设计通讯》
2025年第2期107-110,共4页
Chemical Engineering Design Communications
关键词
储罐基础
桩基
环墙
圆柱壳
环向力
steel tank foundation
pile foundation
ringwall
cylindrical shell
circumferential force
