再生透水混凝土中再生骨料掺量问题的研究  

Research on Content Problems of Recycled Aggregates in Recycled Pervious Concrete

作　　者：朱金春[1] 杨鼎宜[1] 张晓欢[1] 史振宇[1] 张佩玲[1] 朱广军 仇圣彪 刘大庆 

机构地区：[1]扬州大学建筑科学与工程学院,225127 [2]仪征江阳砼制品有限公司,211400

出　　处：《混凝土与水泥制品》2014年第10期6-11,共6页China Concrete and Cement Products

基　　金："十二五"国家科技支撑计划(2012BAJ20B01);水利部公益性行业科研专项(201201005);2014年度扬州市"绿扬金凤计划"扬州大学人才专项;江苏省普通高校专业学位研究生科研实践计划项目(省立省助)(SJZZ-0183);扬州大学大学生学术科技创新基金(推荐国省项目)

摘　　要：选用5种再生骨料掺量方案(0、25%、50%、75%、100%)研究再生透水混凝土中的再生骨料合理掺量,每一种掺量方案都按照三因素三水平正交试验进行。控制碎石级配、设计孔隙率和水灰比这三个因素,考察抗压强度、有效孔隙率和透水系数这三个评价指标,比较不同再生骨料掺量下各评价指标的变化规律。结果表明,再生透水混凝土中再生骨料的合理掺量为30%。Five kinds of recycled aggregate quantity scheme（0, 25%, 50%, 75%, 100%） is selected to research the recycled aggregate reasonable content of recycled pervious concrete problems, and each quantity scheme is carried out in accordance with the 3 factors and 3 levels of orthogonal test. Controlling the aggregate size, the design of porosity and water-cement ratio of these 3 factors, the compressive strength, effective porosity and permeability coefficient of the 3 indexes are investigated. Different change rules of recycled aggregate quantity to each evaluation index are compared, and the results show that the reasonable mixing recycled aggregate of pervious concrete in weight is 30%.

关 键 词：再生透水混凝土 再生骨料掺量 设计孔隙率 抗压强度 透水系数 

分 类 号：TU528.041[建筑科学—建筑技术科学]