[1]涂永明,刘东运,张雨.提升粉煤灰混凝土抗碳化性能试验研究[J].东南大学学报(自然科学版),2020,50(4):599-605.[doi:10.3969/j.issn.1001-0505.2020.04.001]
　Tu Yongming,Liu Dongyun,Zhang Yu.Experimental study on boosting carbonation resistance of fly ash concrete[J].Journal of Southeast University (Natural Science Edition),2020,50(4):599-605.[doi:10.3969/j.issn.1001-0505.2020.04.001]
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提升粉煤灰混凝土抗碳化性能试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
50
期数:
2020年第4期
页码:
599-605
栏目:
材料科学与工程
出版日期:
2020-07-20

文章信息/Info

Title:
Experimental study on boosting carbonation resistance of fly ash concrete
作者:
涂永明1; 2; 刘东运1; 张雨1
1东南大学土木工程学院, 南京 211189; 2东南大学国家预应力工程技术研究中心, 南京 211189
Author(s):
Tu Yongming1; 2;  Liu Dongyun1;  Zhang Yu1
1School of Civil Engineering, Southeast University, Nanjing 211189, China
2National Engineering Research Center for Prestressing, Southeast University, Nanjing 211189, China
关键词:
粉煤灰混凝土;  预碳化;  养护方式;  碳化深度
Keywords:
fly ash concrete;  pre-carbonization;  curing method;  carbonation depth
分类号:
TU528.09
DOI:
10.3969/j.issn.1001-0505.2020.04.001
摘要:
为提升大掺量粉煤灰混凝土的抗碳化性能,提出了一种预碳化再碱化的养护处理方法. 采用快速碳化试验,对普通混凝土和质量分数为20%、30%和40%的粉煤灰混凝土进行了碳化3、7、14、28 d的碳化深度测试,对比分析了不同养护方法对粉煤灰混凝土抗碳化能力的影响. 结果表明:粉煤灰混凝土的碳化深度随着碳化时间和粉煤灰掺量的增加而增加;与延长养护时间和水养护一样,提出的碳化试验之前预碳化再碱化养护处理可以有效地降低混凝土的碳化深度. 对于质量分数为30%的粉煤灰混凝土,预碳化1 d再碱化1 d处理后的抗碳化能力与标准养护下的普通混凝土相当. 对于普通混凝土,预碳化3 d再碱化1 d,提升抗碳化能力的效果最佳.
Abstract:
To boost the carbonation resistance of fly ash concrete, a pre-carbonization and re-alkalization curing method is proposed. Through the accelerated carbonation test, the carbonation depth after 3, 7, 14 and 28 d of carbonation was measured for the fly ash concrete with the fly ash content of 20%, 30% and 40% and ordinary concrete without fly ash. The effects of different curing methods on the carbonation resistance of fly ash concrete were compared and analyzed. Results show that the carbonation depth of the fly ash concrete increases with the increase of carbonation time and the fly ash content. Similar to the prolonging curing time and water curing, the pre-carbonization and re-alkalization curing before the carbonation test can efficiently improve the carbonation resistance of concrete. For the concrete with the fly ash content of 30%, the carbonation resistance after subjected to pre-carbonization for 1 d and re-alkalization for 1 d can be comparable to that of the ordinary concrete under standard curing. For the ordinary concrete, the optimal curing method is pre-carbonization for 3 d and re-alkalization for 1 d.

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备注/Memo

备注/Memo:
收稿日期: 2020-01-10.
作者简介: 涂永明(1978—),男,博士,副教授,tuyongming@seu.edu.cn.
基金项目: 国家自然科学基金资助项目(51378104).
引用本文: 涂永明,刘东运,张雨.提升粉煤灰混凝土抗碳化性能试验研究[J].东南大学学报(自然科学版),2020,50(4):599-605. DOI:10.3969/j.issn.1001-0505.2020.04.001.
更新日期/Last Update: 2020-07-20