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大跨度无粘结预应力混凝土结构的施工计算
引用本文:彭人玮,杨飞. 大跨度无粘结预应力混凝土结构的施工计算[J]. 工业建筑, 1999, 29(4): 32-36
作者姓名:彭人玮  杨飞
作者单位:广东工业大学,广州,510500
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。

关 键 词:无粘结预应力  施工计算
修稿时间:1999-01-10

CALCULATION OF CONSTRUCTION ABOUT BONDLESS PRESTRESSED CONCRETE STRUCTURE WITH LARGE-SCALE SPACE
Peng Renwei,Yang Fei. CALCULATION OF CONSTRUCTION ABOUT BONDLESS PRESTRESSED CONCRETE STRUCTURE WITH LARGE-SCALE SPACE[J]. Industrial Construction, 1999, 29(4): 32-36
Authors:Peng Renwei  Yang Fei
Affiliation:Guangdong University of Technology Guangzhou 510500
Abstract: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.
Keywords:bondless prestressed calculation of construction  
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