基于相似正交试验的透水性混凝土配合比研究  

Mix ratio of porous pervious concrete bassed on similar and orthogonal experiment

作　　者：钱波[1] 程鹏[1] 李淮旭[1] 柴亚东[1] 吕建[1] 何雪松[1] 

机构地区：[1]西昌学院工程技术系,四川西昌610013

出　　处：《混凝土》2009年第5期103-104,107,共3页Concrete

基　　金：四川省教育厅重点项目(2006A160)

摘　　要：基于混凝土强度和透水性要求,根据现有试验室条件,运用相似原理和正交试验原理对C15透水性混凝土的配合比进行试验研究。采用3因素3水平均值相似正交法进行了水灰比、骨灰比、骨料粒径对混凝土透水系数和抗压强度的影响的试验。根据试验数据分别采用绝对数值法和相对数值法的多项式拟合和线性回归,定量研究了各单因素和多因素对抗压强度和透水系数的影响,并定量分析各因素的显著性。研究表明该方法同样适合于分析不同因素、基于不同性质和目的的透水性混凝土配合比的设计。Based on the requirements of concrete strength and permeability in accordance with the existing laboratory conditions,the similar and orthogonal theory to the experiment ofthe mix ratio ofC 15 porous pervious concrete （PPC） is analyzed,which adopts 3 levels and 3 factors to study the influences of mass ratio of water to cement, mass ratio of aggregate,particle size of aggregate on compressive strength and permeation coefficient. By method of polynomial fitting and linear regression of absolute and relative numerical method,the influences of single factor and factors on com- pressive strength and permeation coefficient are researched quantitatively, as well as significance of factors.Research results show that the method is also suitable for analysis of mix ratio design of different permeable concrete that based on the different factors,properties and purposes.

关 键 词：混凝土配合比 相似原理 正交试验 抗压强度 透水系数 

分 类 号：TU528.01[建筑科学—建筑技术科学]