考虑水化进程的混凝土表面系数试验与模拟
作者:
作者单位:

1.中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081;2.中国铁道科学研究院集团有限公司 高速铁路轨道技术国家重点实验室,北京 100081

作者简介:

王家赫(1990—),男,辽宁盖州人,中国铁道科学研究院集团有限公司副研究员,博士.E-mail:wangjiahe13@tsinghua.org.cn

通讯作者:

王家赫(1990—),男,辽宁盖州人,中国铁道科学研究院集团有限公司副研究员,博士.E-mail:wangjiahe13@tsinghua.org.cn

中图分类号:

TU528.01

基金项目:

国家自然科学基金资助项目(51908550)


Experimental and Theoretical Study on Concrete Surface Factor Considering Hydration Process
Author:
  • WANG Jiahe 1,2

    WANG Jiahe

    Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China;State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
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  • XIE Yongjiang 1,2

    XIE Yongjiang

    Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China;State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
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  • FENG Zhongwei 1,2

    FENG Zhongwei

    Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China;State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
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  • ZHONG Xinhua 1,2

    ZHONG Xinhua

    Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China;State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
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Affiliation:

1.Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China;2.State Key Laboratory for Track Technology of High-speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China

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    摘要:

    测定了3个强度等级混凝土在不同水化进程时的表面系数,并基于水泥水化理论提出了考虑水化进程的混凝土表面系数理论模型.结果表明:混凝土的表面系数与其表面湿度状态密切相关,当其处于湿度饱和期时,表面系数仅受环境因素影响;当其处于湿度下降期时,表面系数与混凝土的强度等级和水化程度有关;混凝土表面系数理论模型充分考虑了混凝土表面湿度状态和水化程度的影响,可以准确计算不同条件下的表面系数.

    Abstract:

    The surface factor of concrete of three strength grades in different hydration processes was measured. Based on cement hydration theory, a theoretical model of concrete surface factor considering hydration process was proposed. The results show that the surface factor of concrete is closely related to its surface humidity state. When it is in the moisture saturation period, its surface factor is only affected by environmental factors. When it is in the moisture decline period, its surface factor is related to the strength grade and hydration degree of concrete. In the surface factor calculation model the influence of concrete surface moisture state and hydration progress has been fully considered, and the surface factor under different conditions can be accurately calculated.

    表 4 不同强度等级混凝土2阶段的表面系数Table 4 Two stage surface factor of different strength grade concretes ×10-5kg/(m2·s1)
    表 3 不同强度等级混凝土的配合比和抗压强度Table 3 Mix proportions and compressive strength of different strength grade concretes
    表 2 水泥的主要矿物组成Table 2 Main mineral composition of cement w/%
    图1 混凝土失水量在线测试试验装置Fig.1 Test device for concrete water loss
    图2 光纤光栅湿度传感器示意图Fig.2 Shematic diagram of fiber Bragg grating humidity sensor
    图3 混凝土表面湿度测试装置俯视图Fig.3 Top view of concrete surface humidity test device
    图4 光纤光栅湿度传感器的标定结果Fig.4 Calibration results of fiber Bragg grating humidity sensor
    图5 混凝土干燥面与环境之间过渡区示意图Fig.5 Illustration of interface between drying surface and environment
    图6 3个强度等级混凝土在上表面干燥条件下失水量随养护龄期的变化Fig.6 Changes of water loss of three strength grades concrete with curing ages under top surface drying
    图7 不同养护制度条件下各强度等级混凝土的失水速率Fig.7 Water loss rate of concrete with different strength grades and curing conditions under surface drying
    图8 不同养护制度条件下各强度等级混凝土的表面湿度Fig.8 Surface humidity of concrete with different strength grades and curing conditions under surface drying
    表 1 水泥的化学组成Table 1 Chemical composition of cement w/%
    表 5 混凝土表面系数试验值与模型计算值的对比Table 5 Comparison of test results and model results of concrete surface factor ×10-5kg/(m2·s)
    参考文献
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    [5] 丁小平, 张君, 韩宇栋, 等. 考虑内养护剂释水的混凝土自干燥计算模型[J]. 建筑材料学报, 2022,25(3):242-247.
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引用本文

王家赫,谢永江,冯仲伟,仲新华.考虑水化进程的混凝土表面系数试验与模拟[J].建筑材料学报,2022,25(6):628-634

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  • 收稿日期:2021-03-29
  • 最后修改日期:2021-07-27
  • 在线发布日期: 2022-08-01
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