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Curing parameters' influences of early-age temperature field in concrete continuous rigid frame bridge

机译:固化参数对混凝土连续刚性框架桥中早期温度场的影响

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摘要

The unstable change of early temperature field during concrete curing of box girder could lead to the thermal deformation and autogenous shrinkage deformation of concrete, make the concrete crack early, and even affect the subsequent mechanical performance. In order to study the variation law of the early-age temperature field of the box girder concrete and to seek the method to control the variation of the temperature field of the box girder concrete, the No.0 box segment with the most complex structure and the largest volume in the bridge was selected as the research object. The early-age temperature field of No.0 box segment after pouring was simulated by Midas/FEA and the correctness of the simulation was verified by field measurement. Then the time-history law of early-age temperature field of the box girder under the coupling effect of hydration heat and ambient temperature was studied, and the time-history law of the early-age temperature field of the box girder was investigated by changing different concrete curing parameters. The results show that the larger the local size is, the larger the temperature difference is. The selection of formwork's material and thickness should integrate the factors of formwork bearing capacity and thermal insulation performance. The reasonable selection of formwork can effectively control the core temperature and the temperature difference between the inside and outside of the box girder. Formwork installation temperature and wind velocity have a great influence on the temperature difference between the inside and outside of the box girder. The research results can provide technical support for controlling the early-age temperature field changes of box girder concrete, be used to provide a theoretical basis for the best selection of formwork and the selection of the best concrete curing conditions, and help to improve efficiencies in the uses of human capital, energy, and building materials in engineering construction.
机译:箱梁混凝土固化过程中的早期温度场的不稳定变化可能导致混凝土的热变形和自动收缩变形,使混凝土裂缝早期,甚至影响随后的机械性能。为了研究箱梁混凝土早期温度场的变化定律,寻求控制箱梁混凝土温度场的变化,第0名箱体结构和最复杂的结构选择桥中最大的体积作为研究对象。通过Midas / FEA模拟浇注后0号箱段的早期温度场,通过现场测量验证了模拟的正确性。然后,研究了箱梁的早期温度场的时间历史定律,在水合热和环境温度的耦合效果下,通过变化研究了箱梁的早期温度场的时间历史定律不同的具体固化参数。结果表明,局部大小越大,温差越大。模板材料和厚度的选择应集成模板承载力和隔热性能的因素。合理选择的模板可以有效地控制盒梁的内部和外部之间的核心温度和温度差。模板安装温度和风速对箱梁内外的温差有很大影响。研究结果可以提供用于控制箱梁混凝土的早期温度场变化的技术支持,用于为最佳选择和选择最佳具体固化条件的选择提供理论依据,并有助于提高效率人力资本,能源和建筑材料在工程建设中的用途。

著录项

  • 来源
    《Journal of Cleaner Production》 |2021年第1期|127571.1-127571.13|共13页
  • 作者单位

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

    Chongqing Jiaotong Univ State Key Lab Mt Bridge & Tunnel Engn Chongqing 400074 Peoples R China|Chongqing Jiaotong Univ Minist Educ Mt Bridge & Mat Engn Res Ctr Chongqing 400074 Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Concrete curing process; Mass concrete; Single-cell box girder; Temperature field; Parameter analysis; Formwork;

    机译:混凝土固化过程;质量混凝土;单细胞箱梁;温度场;参数分析;模板;

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