摘要
通过无粘结预应力现浇板的设计,总结出设计计算的步骤方法,表明结构验算的必要性。
Design calculating steps and method has been summarized in this paper, after a design calculating for a concrete slab without felting pre- stress. It indicates necessity of framework checking computations.
出处
《林业科技情报》
2000年第2期51-52,共2页
Forestry Science and Technology Information
关键词
大跨度
无粘结预应力现浇砼
验算
预应力筋
非预应力筋
big span
concrete slab without felting pre-stress
checking computations
pre-stress steel bar
steel bar without pre-stress
