全预制齿槽连接框架柱的受力性能研究  

FORCED PERFORMANCES STUDY ON TOTAL-PRECAST CONCRETE FRAME COLUMN WITH ALVEOUS-CONNECTION

作　　者：汪梅[1] 梁书亭[2] 李刻铭[1] 朱筱俊[2] 庞瑞[2] 

机构地区：[1]南京工程兵工程学院人防工程设计院,南京210007 [2]东南大学土木工程学院,南京210096

出　　处：《工业建筑》2010年第2期69-73,共5页Industrial Construction

基　　金：教育部高等学校博士学科点专项科研基金(20060286043);江苏省"六大人才高峰"资助项目(110500150);江苏省建设系统科技项目(JS2005ZD13);南京市建设委员会项目(宁建科208592)

摘　　要：通过低周反复循环荷载试验,研究全预制齿槽连接框架柱的受力性能。结果表明:在同等条件下,全预制齿槽连接框架柱具有与整浇柱相当的受力性能;利用齿槽连接的全预制柱传力路径明确,可以在工程中加以应用。The forced performances of total-precast concrete frame columns with alveous-connection were investigated under low reverse cyclic loading . The results showed that the forced performances of a total-preeast concrete frame column with alveous-connection was equal to the cast-in-suit one. It was concluded that the load transfer path of totalprecast concrete frame column with alveous-connection is definite, it could be applied in practice.

关 键 词：受力性能 齿槽 全预制 

分 类 号：TU323.5[建筑科学—结构工程] TU311