玻化微珠保温混凝土高温后性能劣化及微观结构  

Performance degradation and microscopic structure of glazed hollow bead insulation normal concrete after exposure to high temperature

作　　者：姚韦靖 庞建勇[1] YAO Weijing;PANG Jianyong(School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan 232001,China)

机构地区：[1]安徽理工大学土木建筑学院

出　　处：《复合材料学报》2019年第12期2932-2941,共10页Acta Materiae Compositae Sinica

基　　金：淮南市科技计划重大创新平台及高校创新人才团队专项(2017A055);安徽理工大学博士研究生创新基金(2017CX1006)

摘　　要：配制普通混凝土(NC)和玻化微珠保温混凝土(GHB/NC),研究从常温升温至1000℃高温后表观现象变化、质量、抗压强度损失等性能的劣化过程,同时讨论超声波无损检测法评判混凝土高温后性能的普适性,对比分析相对波速、损伤度与受热温度、抗压强度损失率的关系,利用SEM观察不同高温后试件微观结构变化。结果表明:采用相对波速、损伤度评价混凝土高温后性能具有良好相关性,回归公式拟合度较高;随温度升高,NC和GHB/NC混凝土内部损伤逐步加剧,水泥胶凝受热分解、水分散失等在试件表面和内部产生空隙、裂纹并相互贯通,玻化微珠、粗骨料与水泥石界面黏结力逐步减弱甚至丧失,造成宏观力学性能劣化,抗压强度损失率增大。升温至800℃后NC强度损失72.3%,GHB/NC强度损失74.6%,1000℃时基本丧失承载能力。The normal concrete(NC)and glazed hollow bead insulation normal concrete(GHB/NC)were made for studying the process of performance degradation from normal temperature to 1000℃,which including changes in apparent phenomena,loss of mass and compressive strength.Simultaneously,the adaptation of ultrasonic test in evaluating the performance of concrete after exposure to high temperature was investigated.The relationships between relative velocity,damage degree and temperature,compressive strength loss rate were comparative ana-lyzed.The micro-structure changes of concrete specimens after exposure to different high temperatures were ob-served by SEM.The results show that it has good correlation of the parameters of relative velocity and damage de-gree in evaluating the performance of concrete after high temperature.The regression formula has a good fitting de-gree.With the rise of heat temperature,the internal damage of concrete is gradually intensified,cement hydrates decomposes and water disperses,which causes voids,cracks and interpenetration occurred on the surface and inside of the specimens.The bonding force between glazed hollow bead,coarse aggregates and cement paste is gradually weakened or even lost.These cause deterioration of macroscopic mechanical properties and increasing of compressive strength loss rate of GHB/NC and NC.After experiencing the high temperature of 800℃,the losses in compressive strength of NC and GHB/NC are 72.3%and 74.6%,and the bearing capacity is almost lost after exposure to 1000℃.

关 键 词：玻化微珠保温混凝土 高温 超声波无损检测 性能劣化 微观分析 界面过渡区 

分 类 号：TU528[建筑科学—建筑技术科学]