立式钢制储罐基础设计

Foundation design of vertical steel storage tank

以某罐区立式钢制储罐基础设计为例,探讨预制桩、灌注桩和浅基础应用于储罐基础的设计方法。储罐基础设计可比拟为"板-柱结构"体系,借助pkpm结构软件分析两种桩型承载力、浅基础设计、场地条件影响及桩-土共同作用。储罐桩基设计应对水平承载力、竖向承载力和配筋量三控制设计,对于端承型桩基,一般情况下单桩水平承载力起控制作用。相同桩数时,采用方形布桩的边桩配筋比环形布桩的更易产生突变。应用于软土场地的砼预制桩不仅应进行桩基承载力计算,还应加强桩基配筋验算。

Based on a foundation design of vertical steel storage tank in a tank farm , the application of precast piles , pile and shallow foun-dation design method on the basis of the tank were discussed .Tank foundation design can be compared to ＂plate -column structure＂sys-tem, by using PKPM structure software , analysis of bearing capacity , shallow foundation design , site condition and pile -soil interaction of two kinds of pile type were carried out .The horizontal bearing capacity , vertical bearing capacity and reinforcement amount should be controlled in the tank design .For end bearing type piles , single pile horizontal bearing capacity plays a general controlling role .The edge pile reinforcement ratio of square pile arrangement produces mutation more likely than annular arrangement under same number of pile .It is necessary to calculate not only foundation bearing capacity of pile but also foundation reinforcement when precast concrete piles are ap -plied in the soft soil ground .