摘要
本文从预应力混凝土构件的应力—应变关系出发,探讨了PHC管桩的承载力计算方法,并与省标准图集的数据进行比较。可供设计人员在使用图集时参考。
In this paper the calculation of PHC pipe pile＇s carrying capacity is discussed by studying the relationship between stress and strain in the pre - stressed concrete component, it＇s also contrasted with the data in Fujian provincial standard drawing. It can be referenced by engineer in using the standard drawing.
出处
《福建建筑》
2007年第12期9-11,共3页
Fujian Architecture & Construction
关键词
预应力混凝土管桩
有效预应力
抗压承载力
抗拉承载力
裂缝限制
Pre - stressed concrete pipe pile Effective pre - stressed Carrying capacity of anti - pressing Carrying capacity of anti - tension Limit width of fissure
