摘要
采用无粘结预应力混凝土,解决有粘结预应力混凝土结构预应力筋穿筋难的问题,施工方便。同时可有效地降低结构高度,解决平台跨度大,荷载重,结构高度受限制,普通混凝土结构设计不能满足要求的问题。
Prestressed without bond concrete is applied to solving the difficulty in prestressed with bond concrete tendon. Some problems that the ordinary concrete structure design is unable to deal with,such as the high structure, wide span platform,heavy carrying capacity can be solved.
出处
《广西工学院学报》
CAS
2005年第1期71-75,共5页
Journal of Guangxi University of Technology
