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砂率对超高性能混凝土的性能研究
引用本文:赵学涛,杨鼎宜,朱从香,杨俊,刘淼,沈城.砂率对超高性能混凝土的性能研究[J].混凝土,2021(1):17-19,24.
作者姓名:赵学涛  杨鼎宜  朱从香  杨俊  刘淼  沈城
作者单位:扬州大学建筑科学与工程学院;扬州大学绿色建筑材料研究所;扬州工业职业技术学院
基金项目:2018年市级计划——市校合作专项(YZ2018139);国家重点研发计划(2016YFB0303104);国家自然科学基金(51578479,51708483)。
摘    要:研究了不同砂率对超高性能混凝土流动性能,抗压、抗折强度的影响,并通过超声检测法建立了抗压强度与超声波速之间的关系。结果表明:随着砂率的增加,超高性能混凝土流动性能呈现先增大后减小的趋势,随着砂率的增加,超高性能混凝土的抗压强度先增加后减小,而砂率对其抗折强度影响并不是很明显,通过建立回归方程发现,用线性函数拟合抗压强度与超声波速的关系更加贴近实际。

关 键 词:砂率  超高性能混凝土  流动性  强度  超声波速

Study on sand ratio of ultra high performance concrete
ZHAO Xuetao,YANG Dingyi,ZHU Congxiang,YANG Jun,LIU Miao,SHEN Cheng.Study on sand ratio of ultra high performance concrete[J].Concrete,2021(1):17-19,24.
Authors:ZHAO Xuetao  YANG Dingyi  ZHU Congxiang  YANG Jun  LIU Miao  SHEN Cheng
Affiliation:(School of Architectural Science and Engineering,Yangzhou University,Yangzhou 225127,China;Institute of Green Building Materials,Yangzhou University,Yangzhou 225127,China;Yangzhou Industrial Vocational and Technical College,Yangzhou 225127,China)
Abstract:It studies the effects of different sand ratios on the fluidity,compressive and flexural strength of UHPC,and establishes the relationship between compressive strength and ultrasonic velocity through ultrasonic testing.The results show that with the increase of sand ratio,the flow performance of UHPC increases first and then decreases.With the increase of sand ratio,the compressive strength of UHPC increases first and then decreases,while the effect of sand ratio on its flexural strength is not obvious.By establishing regression equation,it is found that the linear function is used to fit the resistance.The relationship between compressive strength and ultrasonic velocity is closer to reality.
Keywords:sand ratio  super high performance concrete  fluidity  strength  ultrasonic velocity
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