摘要
用活性粉末浆液处理再生粗骨料,设计了两种再生骨料强化预处理工艺和三种再生骨料裹浆即时处理工艺。分别测试了由其配制的再生混凝土7d、14d、28d立方体抗压强度和28d劈裂抗拉强度。试验结果表明,工艺2优于工艺1,工艺3的抗压强度和劈裂抗拉强度均为最低,工艺4优于工艺3,5种工艺中工艺5为最优工艺。
Recycled coarse aggregate was processed with reactive powder slurry. Two types of reinforced pretreatment technology of recycled aggregate and three types of instant treatment technology of recycled aggregates wrapped slurry were designed. 7 d, 14 d and 28 d cube compressive strength and 28d splitting tensile strength of recycled concrete were tested. Test results show that the process II is better than that of I, the compressive strength and splitting tensile strength of process III are the lowest, process IV is better than that of III, and process V is the best among the five kinds of process.
作者
赵永存
张学兵
王干强
Yongcun Zhao;Xuebing Zhang;Ganqiang Wang(Transportation Construction Quality and Safety Supervision and Management Office, Xiangtan Hunan;Civil Engineering & Mechanics College, Xiangtan University, Xiangtan Hunan)
出处
《土木工程》
2017年第3期328-334,共7页
Hans Journal of Civil Engineering
关键词
活性粉末
再生骨料
处理工艺
再生混凝土
抗压强度
劈裂抗拉强度
有效水胶比
名义水胶比
Reactive Powder
Recycled Aggregate
Treatment Process
Recycled Concrete
Compressive Strength
Splitting Tensile Strength
Effective Water-Cement Ratio
Nominal Water-Cement Ratio