摘要
对基坑工程中常用的钢筋混凝土支护桩 ,提供了不同配筋方式和配筋率的正截面受弯承载力 ,并对影响正截面受弯承载力的因素进行了分析 ,提出的数据和结论可供设计人员参考。
Considering several reinforcement methods and different reinforcement ratios,this paper presents the bending capacity of reinforced concrete piles with the round-section which are usually used in the retaining structural project. The influential factors of bending capacity are also discussed. The data and conclusion in this paper can be offered to designers for reference.
出处
《建筑科学》
2004年第1期43-46,50,共5页
Building Science
关键词
钢筋混凝土桩
支护桩
受弯承载力
圆形截面
配筋率
retaining pile
bending capacity
uniform reinforcement in whole section
uniform reinforcement in partial section
