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自密实轻骨料混凝土配合比设计 被引量:2

Proportion Design of Self-compacting Lightweight Aggreqate Concrete
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摘要 对自密实轻骨料混凝土的原材料选用进行了理论分析,以固定砂石体积法、全计算法为基础,采用正交试验方案设计,通过9组配合比设计,成功配制出sclc20混凝土.通过工作性能及力学强度对结果评定与分析,得出自密实轻骨料混凝土最佳配比为陶粒用量系数为0.533,砂体积系数为0.433,粉煤灰掺量20%. The raw materials of self-compacting light weight aggregate concrete is analyzed by fixing the volume of sand,overall calculation and using the orthogonal experiment design 9 groups proportioning design is done successfully to achieve the compounds sclc20 concret.By analyzing its working performance and mechanics strength,the optimal proportion is that the ratio of haydite is 0.533;the ratio of sand is 0.433 and the ratio of fly ash is 20%.
出处 《湖南工程学院学报(自然科学版)》 2011年第4期76-80,共5页 Journal of Hunan Institute of Engineering(Natural Science Edition)
关键词 自密实轻骨料混凝土 配合比设计 正交法 self-compacting light weight aggregate concrete mix proportion orthogonal experiment
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  • 1OKAMURA H. Self-compacting High Performance Concrete[J]. Concrete International,1997,19(7) :50-54. 被引量:1
  • 2SEMION Z, KOVLER K, BENTUR A. Influence of Cement Paste Matrix Properties on the Autogenous Curing of High-Performance Concrete [J]. Cement & Concrete Composites, 2004,26 (5) :499-507. 被引量:1
  • 3CHANG Ping-kun An Approach to Optimizing Mix Design for Properties of High-Performance Concrete[J]. Cement & Concrete Research, 2004,34(4) : 623-629. 被引量:1
  • 4赵筠.自密实混凝土的研究和应用[J].混凝土,2003(6):9-17. 被引量:132

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