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预应力斗栱腹杆空间组合桁架的工程技术研究
引用本文:宋彧,杨文侠,罗维刚,李恒堂,曹辉.预应力斗栱腹杆空间组合桁架的工程技术研究[J].建筑科学,2005,21(5):60-63,67.
作者姓名:宋彧  杨文侠  罗维刚  李恒堂  曹辉
作者单位:兰州理工大学,兰州,730050
摘    要:将预应力斗棋腹杆空间组合桁架加固技术应用于多层多跨工业建筑.详细地介绍了方案的影响因素和设计内容,分析了结构的特点,对加固前后结构的自振频率、振动速度、振动加速度等参量进行了测试与比较.工程实践表明,该技术的加固效果显著,有一定的工程参考价值.

关 键 词:预应力空间组合结构  斗棋  加固  试验
文章编号:1002-8528(2005)05-0060-04
收稿时间:2004-12-17
修稿时间:2004-12-172005-03-28

Study on Strengthing Technology of the Prestressed Composite Truss with Tougong Web members
SONG Yu,YANG Wen-xia,LUO Wei-gang,LI Heng-tang,CAO Hui.Study on Strengthing Technology of the Prestressed Composite Truss with Tougong Web members[J].Building Science,2005,21(5):60-63,67.
Authors:SONG Yu  YANG Wen-xia  LUO Wei-gang  LI Heng-tang  CAO Hui
Affiliation:School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
Abstract:The strengthening technology of the prestressed composite tress with tougong web members bars was used in the multi-storied factory building. In this paper, the parameters of the vibration frequency, the vibration speed and accelerating of the floor under the vibrating loads were tested and compared between the strengthening floor and original one. The results indicate that the discussed strengthening technology is effective and valid. It is valuable for the engineering reference.
Keywords:prestressed composite tress structure  tougong  strengthening  testing
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