摘要
采用在自然冷却及浇水冷却后加载的方式,探索耐碱玻璃纤维混凝土高温后劈裂抗拉性能,观察混凝土宏观现象,结合试验数据探讨纤维混凝土高温后劈裂抗拉性能变化规律。结果表明:耐碱玻璃纤维的掺入对高温后混凝土的劈裂抗拉性能有明显的改善作用;耐碱玻璃纤维在400℃浇水冷却后,表面涂层重新凝聚,使得耐碱玻璃纤维与混凝土间保持了良好的粘结力;浇水冷却后,不论是基准混凝土还是耐碱玻璃纤维混凝土,劈裂抗拉强度均低于自然冷却后。
Using the method of loading after natural cooling and water cooling, study the splitting tensile properties of alkali re- sistant glass fiber reinforced concrete after high temperature. Observed the concrete macroscopic phenomenon, and combi- ning with the test data, study the change rules of the splitting tensile properties of concrete with fiber after high temperature. Results showed that mixing alkali glass fiber can improve the splitting tensile performance of concrete after high temperature; When the temperature is 400 ℃, after cooling by water, the coating condenses again, and maintains the bond strength be- tween alkali resistant glass fiber and concrete; The splitting tensile strength of reference concrete and concrete with alkali resistant glass are both worse after cooling by water than natu- ral cooling.
出处
《消防科学与技术》
CAS
北大核心
2015年第9期1138-1141,共4页
Fire Science and Technology
基金
国家自然科学基金项目(51578479)
国家"十二五"科技支撑计划项目(2012BAJ20B01)
扬州市"绿扬金凤计划"扬州大学人才专项基金项目
江苏省高校优秀中青年教师和校长境外研修计划资助项目
关键词
耐碱玻璃纤维混凝土
高温
劈裂抗拉强度
alkali resistant glass fiber reinforced concrete
high temperature
splitting tensile strength
