大跨度无粘结预应力混凝土结构的施工计算  

CALCULATION OF CONSTRUCTION ABOUT BONDLESS PRESTRESSED CONCRETE STRUCTURE WITH LARGE-SCALE SPACE

作　　者：彭人玮[1] 杨飞[1] 

机构地区：[1]广东工业大学

出　　处：《工业建筑》1999年第4期32-36,共5页Industrial Construction

摘　　要：计算了某工程大跨度无粘结预应力混凝土框架梁施工时的预应力筋张拉伸长值和预应力施工损失值。It is calculated that the tensibility valve of tensioning prestresed reinforcement and the prestressing loss value of the bondless prestressed concrete frame beams with large-scale space in a constructing engineering.

关 键 词：无粘结预应力 施工计算 混凝土框架梁 

分 类 号：TU378.01[建筑科学—结构工程]