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矿物掺合料对聚合物改性多孔水泥混凝土的性能影响研究
引用本文:徐方,朱婧,陈建平,周明凯.矿物掺合料对聚合物改性多孔水泥混凝土的性能影响研究[J].混凝土,2012(4):41-44.
作者姓名:徐方  朱婧  陈建平  周明凯
作者单位:中国地质大学(武汉)工程学院土木工程系;湖北交通职业技术学院道桥系;武汉理工大学硅酸盐建筑材料国家重点实验室
基金项目:中国博士后科学基金面上资助项目(2011M500906);湖北省自然科学基金一般项目(2011CDB05321);中央高校基本科研试验业务费专项资金科研项目(CUGL100214)
摘    要:为有效改善聚合物改性多孔水泥混凝土(PMPC)的力学性能,在混合料中加入粉煤灰、硅灰等矿物掺和料。优化了PMPC中矿物掺和料的掺量,研究了矿物掺和料对其强度性能、透水性能、表面功能性的影响,并提出了PMPC的结构模型,揭示了PMPC的强度形成机理。试验结果表明:在混合料中加入10%掺量的粉煤灰或6%掺量的硅灰,其28 d抗压强度分别达到23、47 MPa,28 d抗折强度分别达到5.2、5.9 MPa,透水系数分别达到0.36、0.34 cm/s,其表面构造深度可达到1 mm以上,表面抗滑摆值可达到40 BPN以上。

关 键 词:聚合物改性多孔水泥混凝土  矿物掺合料  力学性能  透水性能  表面功能性

Influence of mineral admixture on the performance of polymer modified porous concrete
XU Fang,ZHU Jing,CHEN Jian-ping,ZHOU Ming-kai.Influence of mineral admixture on the performance of polymer modified porous concrete[J].Concrete,2012(4):41-44.
Authors:XU Fang  ZHU Jing  CHEN Jian-ping  ZHOU Ming-kai
Affiliation:1.Faculty of Engineering,China University of Geosciences,Wuhan 430074,China; 2.Department of Road and Bridge,Hubei Communications technical College,Wuhan 430079,China; 3.State Laboratory for Silicate Material Science and Engineering,Wuhan University of Technology,Wuhan 430070,China)
Abstract:In order to improve the mechanical performance of polymer modified porous concrete(PMPC for short),the mineral admixtures,including fly ash and silicon fume,are added into the concrete.Studies the optimum dosage of the mineral admixtures,the influence of the mineral admixtures on the strength performance,permeability performance and the surface function performance.The microscopic test of SEM are used to explore the improve mechanism of the mineral admixtures.The test results indicate that:the dosage of 10% fly ash or of 6% silicon fume is the optimum dosage.At these dosages of the mineral admixtures,the 28 d compressive strength can reach 23,47 MPa,the 28 d flexible strength can reach 5.2,5.9 MPa;the permeability coefficient can reach 0.36,0.34 cm/s,meeting the specification of road drainage.The surface function is good while the surface depth can reach above 1mm and the slide resistance coefficient can reach above 40 BPN.
Keywords:polymer modified porous concrete  mineral admixture  mechanical performance  permeable performance  surface function
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