摘要
本文通过金山生活区八期地下室顶板预应力设计实践,摘要阐述了该设计中一些针对性的分析讨论和专业细节,为地下大型车库这种典型应用中推广无粘结预应力板柱结构体系提供了参考。
According to the structural design practice of the pre - stressed top slab of the large public underground garage of the No. 8 residential district of Jinshan,many valuable data and special details of the calculations and analysis are presented. This article can offer some references to design the similar super - long constructions with the technology, of unbonded pre - stressed flat slab - structure.
出处
《福建建设科技》
2009年第4期33-35,共3页
Fujian Construction Science & Technology
关键词
无粘结预应力筋
预应力混凝土结构
板柱结构
柱上板带
跨中板带
抗裂
温度应力
： unbonded tendon
pre - stressed concrete structure
slab - structure
column strip
middle strip
bearing crack
temperature stress
