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三门峡市文化体育中心预应力张弦梁施工技术
引用本文:陈冠东,黄承勇,阮淼.三门峡市文化体育中心预应力张弦梁施工技术[J].建筑技术,2011,42(12):1075-1077.
作者姓名:陈冠东  黄承勇  阮淼
作者单位:广西建上集团第五建筑工程有限责任公司,545001,广西柳州
摘    要:三门峡市文化体育中心会展部分钢屋盖采用单向预应力张弦梁结构,整个结构受力形式复杂,跨度大,索力控制难度大.对预应力施工方案进行比较分析,并确定采用两端同步分级张拉方案,还对预应力张弦梁下弦钢索进行索力优化,对施工过程的索力、结构变形和钢结构应力进行了仿真模拟分析.

关 键 词:张弦梁  索力优化  仿真模拟

CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL BEAM STRING STRUCTURE OF CULTURE AND SPORTS CENTER IN SANMENXIA
CHEN Guan-dong,HUANG Cheng-yong,RUAN Miao.CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL BEAM STRING STRUCTURE OF CULTURE AND SPORTS CENTER IN SANMENXIA[J].Architecture Technology,2011,42(12):1075-1077.
Authors:CHEN Guan-dong  HUANG Cheng-yong  RUAN Miao
Affiliation:CHEN Guan-dong,HUANG Cheng-yong,RUAN Miao(The 5th Construction Engineering Company Ltd.of Guangxi Construction Engineering Group,545001,Liuzhou,Guangxi,China)
Abstract:One-way prestressed steel beam string structure was used in the roof of exhibition part of culture and sports center in Sanmenxia City.The cable force was difficult to control because of its complex structure and large span.Prestress construction schemes were compared and analyzed,and tension scheme were selected which was tensioning at both ends and by degrees.The stretching forces of the cable was optimized.Cable force,deformation and steel structure stress were simulating analyzed.
Keywords:beam string structure  optimization  simulation  
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