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预应力混凝土渡槽温度影响及设计研究

李晓克 张晓燕 张学朋 赵顺波

长江科学院院报2012,Vol.29Issue(1):44-48,5.
长江科学院院报2012,Vol.29Issue(1):44-48,5.

预应力混凝土渡槽温度影响及设计研究

Temperature Effect on Prestressed Concrete Drainage Aqueduct and Its Design Considerations

李晓克 1张晓燕 1张学朋 1赵顺波1

作者信息

  • 1. 华北水利水电学院,郑州450011
  • 折叠

摘要

Abstract

The prestressed concrete drainage aqueduct on the left bank of the Middle Route of South-to-North Water Transfer Project will have no water transferred for almost a whole year while in short flood period the flow changes greatly. It will also suffer from drastic temperature difference between the sunny side and shade side in summer. Considerations for the design of drainage aqueduct are presented, and 3-D finite element calculation is performed to comparatively analyze the stresses and displacements of the aqueduct under all load cases. It' s confirmed that temperature effect on prestressed drainage concrete aqueduct could not afford to be ignored when designing the aqueduct. This research would be referential for the design and construction of similar structures.

关键词

左岸排水/渡槽设计/预应力混凝土/温度

Key words

drainage works on the left bank/ aqueduct design/ prestressed concrete/ temperature

分类

建筑与水利

引用本文复制引用

李晓克,张晓燕,张学朋,赵顺波..预应力混凝土渡槽温度影响及设计研究[J].长江科学院院报,2012,29(1):44-48,5.

基金项目

河南省高等学校青年骨干教师资助计划项目(2006090) (2006090)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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