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预应力混凝土连续梁预应力束合理布置
引用本文:龚莉,姜利. 预应力混凝土连续梁预应力束合理布置[J]. 森林工程, 2006, 22(6): 41-43
作者姓名:龚莉  姜利
作者单位:东北林业大学,哈尔滨,150040
摘    要:采用等效荷载这种简单实用的方法来计算预应力连续梁结构,同时对中小跨径预应力混凝土连续梁预应力束合理布置进行了分析。提出了预应力束布置的基本方法。

关 键 词:连续梁  等效荷载  布跨  布束
文章编号:1001-005X(2006106-0041-03
收稿时间:2006-03-20
修稿时间:2006-03-20

The Appropriate Prestressed Strands Arrangements of Prestressed Concrete Continuous Beam
Gong Li,Jiang Li. The Appropriate Prestressed Strands Arrangements of Prestressed Concrete Continuous Beam[J]. Forest Engineering, 2006, 22(6): 41-43
Authors:Gong Li  Jiang Li
Affiliation:Northeast Forestry University, Harbin 150040
Abstract:This paper used a simple and practical method of equipollent load to calculate the prestressed continuovs bealn structure. At the same time, the appropriate prestressed strands arrangements of small and medium span prestreseed concrete confinuous beam were analyzed. The basic methods of prestressed strands arrangements were put forward.
Keywords:continuous beam   equipollent load   span arrangement   strand arrangement
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