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超长混凝土结构温度应力简要计算及工程实践
孙田成1, 黎 明2, 徐 雷2
摘 要

    孙田成1,  黎  明2,  徐  雷2
    (1 上海新华建筑设计有限公司,上海200081;2上海申城建筑设计有限公司,上海200081)

[摘要] 针对超长混凝土结构的温度应力计算有关问题,进行简要的讨论与分析,着重分析了结构的内部和外部温度荷载的主要影响因素和设计取值问题。讨论了弹性力学温度应力计算公式,在非理想弹性材料下进行了修正和实践应用。并通过实际工程对超长结构屋面板进行了温度应力计算和配筋验算。
[关键词] 超长混凝土结构;温度应力
中图分类号:TU375    文献标识码:A  文章编号:1002-848X(2011) S2-0168-05

    Engineering practice and simplified calculation on temperature stress for super long concrete structures
   
Sun Tianchengl, Li Ming2, Xu Lej2
    (1 Shanghai Xinhua Arclutecture Design Co., Ltd., Shanghai 200081, China; 2 Shanghai Shencheng Arclutecture Design Co., Ltd., Shanghai 200081, China)

Abstract: A brief discussion and analysis on the stress calculation of super long concrete structure were conducted. The main factors to influence the intemal and external temperature load of the structure and the design problems were discussed. The mechanics of elastic thermal stress calculation formula were proposed based on the ideal elastic material modification and application.  And engineering practice on the temperature stress calculation for the roof slab of super long structure and reinforcement calculation was given.
Keywords: super long concrete structure; temperature stress

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