[1]丁进炜.碳化再生细骨料对再生混凝土抗压强度的影响[J].福建工程学院学报,2019,17(01):13-16.[doi:10.3969/j.issn.1672-4348.2019.01.003]
 DING Jinwei.Effects of the replacement ratio of carbonized recycled fine aggregate on the compressive strength of recycled concret[J].Journal of FuJian University of Technology,2019,17(01):13-16.[doi:10.3969/j.issn.1672-4348.2019.01.003]
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碳化再生细骨料对再生混凝土抗压强度的影响()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第17卷
期数:
2019年01期
页码:
13-16
栏目:
出版日期:
2019-02-25

文章信息/Info

Title:
Effects of the replacement ratio of carbonized recycled fine aggregate on the compressive strength of recycled concret
作者:
丁进炜
吉安市城市建设投资开发公司
Author(s):
〗DING Jinwei
Ji′an City Construction Investment and Development Company
关键词:
再生细骨料再生混凝土取代率抗压强度碳化
Keywords:
recycled fine aggregate recycled concrete replacement ratio compressive strength carbonization
分类号:
U414
DOI:
10.3969/j.issn.1672-4348.2019.01.003
文献标志码:
A
摘要:
在再生粗骨料取代率为70%的基础上,研究经碳化强化处理的再生细骨料对再生混凝土基本力学性能的影响规律。并与未碳化再生细骨料的情况进行对比,再生细骨料的取代率为0、20%、30%、40%。实验结果表明:再生混凝土抗压强度随再生细骨料取代率提高而减小,碳化再生细骨料可提高再生混凝土抗压强度。
Abstract:
Based on the replacement rate of recycled coarse aggregate which was 70%, the effects of recycled fine aggregate treated by carbonization on the basic mechanical properties of recycled concrete were studied. The replacement rate of recycled fine aggregate was 0, 20%, 30%, 40%, and the condition of fine aggregate was compared with that of non-carbonated recycled fine aggregate. Experimental results show that the compressive strength of recycled concrete decreases with the increase of the replacement rate of recycled fine aggregate, and the carbonated recycled fine aggregate can improve the compressive strength of recycled concrete.

参考文献/References:

[1] 肖建庄, 范玉辉, 林壮斌. 再生细骨料混凝土抗压强度试验[J]. 建筑科学与工程学报, 2011, 28(4): 26-29.[2] 张亚飞, 安新正, 牛薇, 等. 再生细骨料对再生骨料混凝土抗压性能影响研究[J]. 河北工程大学学报(自然科学版), 2018, 35(2): 71-74.[3] 中华人民共和国住房和城乡建设部. 普通混凝土长期性能和耐久性能试验方法标准: GB/T 50082-2009[S]. 北京: 中国建筑工业出版社, 2009.[4] 中华人民共和国建设部. 普通混凝土力学性能试验方法标准: GB/T 50081-2002[S]. 北京: 中国建筑工业出版社, 2003.

更新日期/Last Update: 2019-02-25