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大型预应力U型薄壳渡槽施工过程仿真分析

Simulative Analysis of Construction of Large-scale Prestressed U-shape Thin Shell Aqueducts

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【作者】 王清云王丽梅杨开云谢巍

【Author】 WANG Qing-yun,WANG Li-mei,YANG Kai-yun,XIE Wei(North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China)

【机构】 华北水利水电学院土木工程系华北水利水电学院土木工程系 河南郑州450011河南郑州450011

【摘要】 针对预应力U型薄壳渡槽的施工问题,采用单元“生和死”的技术及“时程”分析的方法进行了仿真计算,得出了预应力U型薄壳渡槽在张拉纵、环向预应力锚索、装配横杆、造槽机移位过跨等受载过程中槽身混凝土的力学行为变化规律.在上述一系列的施工过程中,施加预压应力效果较好,采用造槽机施工对槽身损伤小,为渡槽的设计和施工提供了依据.

【Abstract】 A simulative analysis of the construction of prestressed U-shape thin shell aqueducts is conducted with the methods of ″element birth and death″ and ″time-history analysis″.From the analysis the mechanical variations of the concrete in prestressed U-shape thin shell aqueducts are obtained during a series of construction process including prestressing the longitudinal and circumferential tendons,assembling traversing lever,moving the aqueduct-making machine to cross-over span,etc..Following conclusions are made: application of pre-compressive stress could result better effects;and using aqueduct-making machines in aqueduct construction may reduce damage to the aqueduct in the above mentioned operations,which are bases for aqueduct design and construction.

  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,2006年02期
  • 【分类号】TV672.3
  • 【下载频次】102
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