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作 者:曹建国[1] 李金玉[1] 林莉[1] 田军涛[1] 关遇时[1] 邓正刚[1] 李芳[1] 王爱勤[1]
机构地区:[1]中国水利水电科学研究院结构材料所,北京100038
出 处:《建筑材料学报》1999年第4期292-297,共6页Journal of Building Materials
基 金:国家"九五"重点攻关项目
摘 要:从宏观和微观两方面研究了C60,C80 ,C100 高强混凝土的抗冻性.宏观研究表明,C60 高强混凝土的抗冻性不能满足F300 的要求,而C60 引气高强混凝土的抗冻性能却很好,快冻可达F1200 以上.C80 ,C100 高强混凝土具有非常高的抗冻性,快冻可达F1200以上,但高强混凝土经过一定冻融循环后,抗折强度会出现明显的降低.微观研究表明,当高强混凝土的气泡平均半径小于0.01 cm 左右时,混凝土将具有超抗冻的特性.C60 高强混凝土在冻融过程中微孔结构的破坏主要是毛细孔的破坏,而C80,C100 高强混凝土在冻融过程中,可能是非常细的毛细孔和较大凝胶孔的破坏.In this paper, frost resistance of high strength concrete of C60, C80 and C100 has been studied from both of macro and micro respects. The macro study results indicate that the frost resistance of the high strength concrete of C60 does not reach 300 cycles of freezing and thawing. But the frost resistance of the air entrained and high strength concrete of C60 is much better, and 1 200 freezing thawing cycles can be exceeded by rapid frosting method. The frost resistance of the high strength concrete of C80 and C100 is also so good that 1 200 freezing thawing cycles can be exceeded by rapid frosting method too. Meanwhile, after a certain freezing thawing cycles, the flexural strength of high strength concrete drops remarkably. The micro study results indicate that the high strength concrete has super high performance of frost resistance when its mean radius of air void is less than 0.01 cm. In the freeze thaw process, the destruction of micro void is mainly that of the capillary pores for the high strength concrete of C60, but may be that of the very small capillary pores and the bigger gel pores for the high strength concrete of C80 or C100.
分 类 号:TU528.31[建筑科学—建筑技术科学]
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