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深圳机场T3航站楼预应力混凝土梁施工过程模拟
引用本文:王险锋,王卫仑,岳进,叶渝,董晓刚. 深圳机场T3航站楼预应力混凝土梁施工过程模拟[J]. 施工技术, 2012, 41(4): 17-20
作者姓名:王险锋  王卫仑  岳进  叶渝  董晓刚
作者单位:1. 深圳大学广东省滨海土木工程耐久性重点实验室,广东深圳,518060
2. 中建三局第一建设工程有限责任公司,湖北武汉,430040
基金项目:国家杰出青年科学基金,广东省自然科学基金研究团队项目,中国建筑第三工程局科研项目
摘    要:采用有限元分析方法,对深圳机场T3航站楼18m预应力梁的施工及变形过程进行数值模拟。考虑到混凝土材料特性随时间变化的影响,同时考虑了如板、次梁、柱的相关影响,将混凝土从筑注开始至完成拆模分为4个阶段。并对施工过程进行模拟,得出各阶段各测点的变形情况。结果表明各阶段模拟结果较为合理,为顺利施工提供依据。

关 键 词:机场  航站楼  混凝土  预应力梁  变形  数值模拟

Construction Simulation of Prestressed Reinforced Concrete Beam in Shenzhen Airport Terminal 3
Wang Xianfeng , Wang Weilun , Yue Jin , Ye Yu , Dong Xiaogang. Construction Simulation of Prestressed Reinforced Concrete Beam in Shenzhen Airport Terminal 3[J]. Construction Technology, 2012, 41(4): 17-20
Authors:Wang Xianfeng    Wang Weilun    Yue Jin    Ye Yu    Dong Xiaogang
Affiliation:1.Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering(Shenzhen University), Shenzhen,Guangdong 518060,China;2.The First Construction Engineering Limited Company of China Construction Third Engineering Bureau,Wuhan,Hubei,430040,China)
Abstract:The construction process and deformation of the 18m-span prestressed beam are analyzed by finite element method.The changes of material properties with times are considered.The influence of related members such as plates,secondary beams beginning and column are analyzed as well.Four stages are divided from concrete pouring beginning to formwork removal.The construction process is simulated,and deformation of the monitored points at each stage is obtained.The simulation result is reasonable for each stage and provides a basis for construction.
Keywords:airports  terminals  concrete  prestressed beam  deformation  simulation
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