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过硫磷石膏矿渣水泥混凝土的配合比优化设计研究

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过硫磷石膏矿渣水泥作为一种新型免烧环保胶凝材料,采用40%~50%的磷石膏、40%~50%的粒化矿渣、2%的钢渣和约4%的硅酸盐熟料经混合、粉磨制成.为了实现磷石膏的大规模资源化利用,开展了对过硫磷石膏矿渣水泥混凝土的配合比优化设计的研究,系统研究了C30过硫磷石膏矿渣水泥混凝土的配合比设计,并进行了设计优化.根据普通混凝土配合比设计规程以及过硫磷石膏矿渣水泥的特性,配制出了C30大流动性混凝土,通过修正鲍罗米公式来确定最佳水灰比,进行优化配比,28 d抗压强度可达38.5 MPa.参照C30混凝土水灰比研究结果,结合高性能混凝土最简易配合比设计方法,确定水灰比和最佳砂率.
Optimization Design Research on the Mix Proportion of Persulphated Phosphogypsum-slag Cement Concrete
Persulphated phosphogypsum-slag cement (PPSC) is a kind of new unfired environmental protection cementing materials.It's mixed and ground with 40% ~50% phosphogypsum,40% ~50% ground granulated blast-furnace slag (GGBFS),2% steel slag and 4% portland cement clinker.In order to realize resourceful utilization of phosphogypsum,optimization design on the mix proportion of PPSC are studied.The mix proportion design method for C30 are systematically studied and a design optimization was carried out.According to the design regulations of mix proportion of ordinary concrete and the characteristics of PPSC,the C30 high flowing concrete is prepared,and the optimum water-cement ratio is obtained based on revised Bowromi formula.According to the mix proportion optimization design,the 28 d strength is up to 38.5 MPa.The results of research on the water-cement ratio of C30 concrete and the simple mix proportion method of high-performance concrete are adopted to determine the optimum water-cement ratio and sand ratio.

persulphated phosphogypsum-slag cementconcretemix proportion design method

陈飞翔、水中和、丁沙、田素芳、黄有强、曾潇

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武汉理工大学硅酸盐建筑材料国家重点实验室,武汉430070

过硫磷石膏矿渣水泥 混凝土 配合比设计方法

科技部“863”计划

2012AA061704

2013

武汉理工大学学报
武汉理工大学

武汉理工大学学报

CSTPCDCSCD北大核心
影响因子:0.649
ISSN:1671-4431
年,卷(期):2013.35(11)
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