有粘结-无粘结结合配筋的预应力混凝土  

BONDED AND UNBONDED COMPOSITE PARTIALLY PRESTRESSED CONCRETE

作　　者：高公略[1] 朱虹[2] 

机构地区：[1]淮海工学院建筑工程系,江苏连云港222005 [2]东南大学土木工程学院,江苏南京210096

出　　处：《建筑技术开发》2001年第12期48-51,共4页Building Technology Development

摘　　要：本文针对有粘结预应力和无粘结预应力这两种常用的预应力做法 ,分析了它们各自的优缺点 。The advantage and disadvantage of bonded and unbonded prestressed concrete that are commonly used in engineering are analyzed respectively and compared,based on which the design method and principle of bonded tendons and unbonded tendons composite partially prestressed concrete are presented. \[

关 键 词：有粘结预应力筋 无粘结预应力筋 预应力混凝土结构 

分 类 号：TU378[建筑科学—结构工程]