粉煤灰综合利用2024,Vol.38Issue(6) :24-30.DOI:10.19860/j.cnki.issn1005-8249.2024.06.005

再生骨料碳化改性机理及固碳效果研究

Study on Carbonization Modification Mechanism and Carbon Fixation Effect of Recycled Aggregate

迟令军 蔡迎春 乔宝磊 张少波 崔浩
粉煤灰综合利用2024,Vol.38Issue(6) :24-30.DOI:10.19860/j.cnki.issn1005-8249.2024.06.005

再生骨料碳化改性机理及固碳效果研究

Study on Carbonization Modification Mechanism and Carbon Fixation Effect of Recycled Aggregate

迟令军 1蔡迎春 2乔宝磊 1张少波 1崔浩3
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作者信息

  • 1. 中国建筑第七工程局有限公司,河南郑州,450016
  • 2. 郑州大学水利与土木工程学院,河南郑州,450001
  • 3. 郑州大学水利与土木工程学院,河南郑州,450001;河南省公路工程局集团有限公司,河南 郑州,450052
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摘要

为分析再生骨料碳化改性性能及固碳问题,采用正交试验法对粉煤灰掺量、再生骨料取代率及水胶比等因素对再生混凝土抗碳化性能进行研究,分析再生骨料取代率的合理利用以提高再生混凝土抗碳化能力.结果表明:再生骨料取代率、水胶比、粉煤灰掺量的增加会加大再生混凝土的碳化深度,且水胶比对碳化深度的影响最大;水胶比取0.5、粉煤灰掺量取 10%、再生骨料取代率取 25%时,再生混凝土抗碳化能力最强.提高再生骨料的固碳效率,要合理选择摊铺方式,以确保固碳效果.

Abstract

In order to analyze the performance of carbonization modification of recycled aggregate and the problem of carbon fixation.The anti-carbonation performance of recycled concrete was studied by using orthogonal test method,including fly ash content,recycled aggregate replacement ratio and water-binder ratio,the reasonable utilization of the replacement ratio of recycled aggregate is analyzed to improve the carbonation resistance of recycled concrete.The results show that the carbonation depth of recycled concrete increases with the increase of the replacement ratio of recycled aggregate,the water-binder ratio and the content of fly ash,and the water-binder ratio has the greatest influence on the carbonation depth When the ratio of water to binder is0.5,thecontent of fly ash is10%,and the replacement ratio of recycled aggregate is25%,the anti-carbonation ability of recycled concrete is the best.In order to improve the carbon fixation efficiency of recycled aggregate,we should choose reasonable spreading ways to ensure the carbon fixation effect.

关键词

再生骨料/抗碳化性能/固碳效果

Key words

recycled aggregate/carbonization resistance/carbon fixation effect

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出版年

2024
粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
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