钢筋保护层混凝土细观界面过渡区优化及耐久性
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国家“863”计划项目(2005AA332010);重庆交通大学(桥梁)结构工程重点实验室开放基金项目(CQSLBFY071)


Durability and Meso Interfacial Transition Zone Optimization of Reinforced Concrete Cover
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    摘要:

    针对传统混凝土结构及构件钢筋保护层混凝土寿命较低,耐久性不良的现状,通过对普通混凝土细观层次上(50~100 μm)的浆-骨界面过渡区进行优化或改善,以耐久性设计为主要目标,设计制备出内部细观界面大幅度优化的高致密保护层混凝土(Highdense concrete cover,简称HDC),并针对其抗渗性、抗钢筋锈蚀、抗酸性气体腐蚀以及抗冻性等耐久性能展开系统的试验研究。结果表明,所制备的HDC抗渗性优良,评价结果为渗透性“非常低”;HDC抗钢筋锈蚀性能相比普通混凝土保护层得到大幅度增强;在CO2、S

    Abstract:

    Aiming at the low servicelife and bad durability of the traditional concrete structure and concrete cover, the highdense concrete cover (HDC) was produced with the optimization of interfacial transition zone in meso scale(50100μm) between cement mortar and aggregate of the ordinary concrete. Moreover, some properties of HDC were studied, including the impermeability, the anticorrosion behavior, antiacidic gas corrosion and freeze resistance. It was shown that the impermeability of HDC was excellent with very low permeability. Compared with ordinary concrete, the anticorrosion behavior of HDC was remarkably strengthened. And under the condition of erosion accelerated by CO2 and SO2, the freeze resistance such as the appearance after freezing and thawing, mass loss and relative dynamic modulus of HDC was better than that of ordinary concrete and neutralization depth of 90day was less than 1 mm. On the other hand, the results of Scanning Electron Microscope (SEM) experiment indicated that the size of interfacial transition zone of HDC was effectively reduced and the microstructure compactness of concrete was increased. Therefore, it was found that the special producing technology and characteristics of HDC can improve the durability, and then the servicelife of structure was increased effectively.

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高英力,马保国,王信刚,邹定华,罗忠涛,潘伟.钢筋保护层混凝土细观界面过渡区优化及耐久性[J].土木与环境工程学报(中英文),2009,31(4):19-24. GAO Yingli, MA Baoguo, WANG Xingang, ZHOU Dinghua, LUO Zhongtao, PAN Wei. Durability and Meso Interfacial Transition Zone Optimization of Reinforced Concrete Cover[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2009,31(4):19-24.10.11835/j. issn.1674-4764.2009.04.005

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