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冬季混凝土桥梁施工监控中温度参数的识别 被引量:3

Recognition of temperature parameters in monitoring of concrete bridge construction in winter
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摘要 混凝土桥梁温度场设计参数是影响桥梁施工误差的主要因素之一,施工过程中对其进行有效的识别直接关系到混凝土桥梁的结构安全。目前我国尚缺少各季节、各地区的混凝土桥梁温度场监测资料。为了分析冬季施工过程中混凝土桥梁的温度场分布,对榆林地区某斜拉桥进行了箱梁室内外温度和温度效应监测,根据热传导理论,建立了数值模型,采用瞬态热分析方法,得出了该地区冬季理论温度场。通过与箱梁相应温度测量值的比较,基于MATLAB平台,对82组数据进行了指数拟合,得出了适用于榆林地区冬季混凝土桥梁的温度场分布图。 Design parameters of the temperature field are one of the main factors that influence bridge construction errors. Effective recognition of these parameters in the construction process is directly related to the structural safety of concrete bridges. So far the monitored temperature field data of concrete bridge for different regions and different seasons are deficient in China. In order to analyze the temperature distribution in concrete bridge construction in winter, the indoor and outdoor temperature fields and temperature effects of some stayed-cable bridge in Yulin re- gion were monitored. Based on the theory of heat conduction and transient thermal analysis, numerical model was established and theoretical temperature field of the region in winter was obtained. Finally, through comparison of the measurements and MATLAB platform, the index fitting of the 82 sets of data was obtained and the temperature distribution diagrams of concrete bridges in Yulin Region in winter were presented.
出处 《自然灾害学报》 CSCD 北大核心 2012年第3期211-216,共6页 Journal of Natural Disasters
基金 陕西省重点学科建设专项资金项目(E01004) 陕西省教育厅专项科研项目(12JK0899)
关键词 温度参数识别 混凝土桥梁 温度场 太阳辐射 temperature parameter identification concrete bridge temperature field solar radiation
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参考文献10

  • 1邵旭东,李立峰,鲍卫刚.砼箱形梁横向温度应力计算分析[J].重庆交通学院学报,2000,19(4):5-10. 被引量:46
  • 2范立础.桥梁工程(下册)[M].2版.北京:人民交通出版社,2001:270-271.
  • 3Prakash R D. Temperature stresses in concrete box - girder bridges[J]. Indian Concrete Journal,1988, 62(4) : 187 - 191.
  • 4韩虹,任国玉,王文,朱临洪,吴占华,张红雨.黄土高原地区太阳辐射时空演变特征[J].气候与环境研究,2008,13(1):61-66. 被引量:33
  • 5刘海英.榆林地区太阳总辐射分布及利用区划[J].陕西气象,1993(5):21-22. 被引量:2
  • 6Emerson M. Temperature Differences in Bridges: Basis of design requirements[J], ASCE J Strict Div. ,1977(765) : 39 -39.
  • 7Dilger W H, Ghali A C, M. Cheung M. S. et al. Temperature Stresses in Composite Box Girder Bridges[ J]. Journal of Structural Engineering, 1983,109(6) : 1460 - 1478.
  • 8刘兴法.预应力混凝土箱梁温度应力计算方法.土木工程学报,1986,19(1):44-54.
  • 9GB 50176-93民用建筑热工设计规范[S].北京:中国计划出版社,1993.
  • 10JTG D60-2004公路桥涵设计通用规范[S].北京:人民交通出版社,2004.

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