珍珠岩混凝土基本力学性能试验分析
摘要: 选用20~30目珍珠岩矿砂和20~30目膨胀珍珠岩作为混凝土的细骨料,替代一定量的砂子,采用微观角度和宏观角度相结合的方法研究了珍珠岩种类和替代率对混凝土基本力学性能的影响.试验结果表明:将表面圆润的20~30目膨胀珍珠岩掺入混凝土中,膨胀珍珠岩混凝土的保水性比珍珠岩矿砂混凝土更好.膨胀珍珠岩混凝土(20%替代率)的水化反应温差峰值跟基准混凝土的基本一致,达到峰值的时间提前.通过试验综合分析发现,选取20~30目膨胀珍珠岩,替代率为20%左右时,珍珠岩混凝土的基本力学性能最为优异.
Abstract: The 20~30 mesh perlite ore and the 20~30 mesh expanded perlite were selected to replace a certain amount of sand as the concrete fine aggregate, the influence of perlite state and substitution rate on the basic mechanical properties of concrete were studied by means of microcosmic and macroscopic angles. The experimental results showed that the water retention performance of expanded perlite concrete was stronger than that of perlite ore. The peak value of the hydration reaction temperature of expanded perlite concrete (20% substitution rate) was basically the same as that of the reference concrete, and the peak time was ahead of. It was found that the basic mechanical properties of perlite concrete were the best when 20~30 mesh expanded perlite was selected and the blending ratio was about 20%.
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[8] 中华人民共和国住房和城乡建设部. JGJ 55-2011, 普通混凝土配合比设计规程[S]. 北京:中国建筑工业出版社, 2011. Ministry of Housing and Urban Rural Development of People's Republic of China. JGJ 55-2011,Specification for mix proportion design of ordinary concrete[S]. Beijing:China Architecture & Building Press, 2011. [9] 中华人民共和国建设部. GB/T50081-2002, 普通混凝土力学性能试验方法标准[S]. 北京:中国建筑工业出版社, 2010. Ministry of Construction of the People's Republic of China. GB/T50081-2002, Standard for test method of mechanical properties on ordinary concrete[S]. Beijing:China Architecture & Building Press, 2010.相关知识
玻璃纤维的基本力学性能
锯末白灰养护混凝土构件
保温膨胀珍珠岩混凝土配合比设计与分析
中国建筑首次实现仿大理石混凝土应用
配植物筋砌块砌体轴心抗压性能
FRP复合材料的基本力学性能和特点
钢渣细集料胶结材及混凝土的试验研究
环境友好型植物生长多孔混凝土的研究与应用
住宅楼剪力墙混凝土分段置换加固技术
山东省超声回弹综合法检测混凝土强度地区曲线试验研究
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