冻融作用下水泥混凝土面板性能试验研究  

Experimental Research on the Performance of Cement Concrete Panels under the Effect of Freeze-thaw

作　　者：林超 Lin Chao(Shanxi Transportation Construction Engineering Quality Detection Center,Taiyuan 030006,China)

机构地区：[1]山西省交通建设工程质量检测中心(有限公司),太原市030006

出　　处：《北方交通》2025年第4期34-36,共3页Northern Communications

基　　金：山西交控人才计划项目:20-JKKJ-62。

摘　　要：不同强度等级的水泥混凝土的强度指标和抗疲劳性能会受到冻融循环作用的影响,出现不同程度的衰减。随着冻融循环次数的增加,其衰变速率呈现加剧趋势。水泥混凝土强度等级较高时,其内部结构致密,骨料与结合料之间的粘结较为紧密,微裂纹数量较少,对冻融循环作用有较好的耐受性。The strength indicators and fatigue resistance of cement concrete with different strength grades will be affected by freeze-thaw cycles,resulting in varying degrees of attenuation.As the number of freeze-thaw cycles increases,its decay rate shows an increasing trend.When the strength grade of cement concrete is high,its internal structure is dense,the bond between aggregates and binders is tight,the number of microcracks is small,and it has good tolerance to freeze-thaw cycles.

关 键 词：道路工程 水泥混凝土路面 冻融循环 混凝土面板性能 

分 类 号：U416.216[交通运输工程—道路与铁道工程]