煤渣粉部分替代水泥对混凝土力学性能、孔隙结构及碳排放的影响

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Dongdong Ren , Dongsheng Shi , Xin Guo
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引用次数: 0

摘要

本研究为燃煤渣粉(CFP)的利用提供了一种更清洁的选择,可以部分(10 %,20 %,30 %)替代水泥作为胶凝材料。分析了CFP对混凝土力学性能和孔隙结构的影响。同时,采用生命周期评价法(LCA)对CFP混凝土的碳排放进行了评价。结果表明:随着CFP掺量的增加,材料的力学性能有所下降,但降低幅度不显著;CFP的加入使混凝土孔隙率增加,有害孔隙减少,有害孔隙增加。分形维数(Dr>50 nm)与有害孔隙呈负相关。建立了孔隙度-有害孔隙强度模型和孔隙度- dr bbb50 nm强度模型,回归系数分别为0.9862和0.9903。利用CFP部分替代水泥可减少碳排放,当替代率为30 %时,单位MPa CFP混凝土可减少0.13 kg碳排放。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical properties, pore structure, and carbon emission of concrete by using coal-fired slag powder to partially replace cement
This study offers a cleaner option for the utilization of coal-fired slag powder (CFP), which can partially (10 %, 20 %, 30 %) replace cement as cementitious material. An analysis carried out on the influence of CFP on the mechanical properties and pore structure of concrete. Meanwhile, the carbon emissions of CFP concrete were evaluated using life cycle assessment (LCA). The results showed that the mechanical properties decline with the CFP admixture increases, the reduction was not significant. The addition of CFP results in an increase in the porosity of concrete, reduces the more harmful pores and increases the harmful pores. The fractal dimension (Dr>50 nm) is negatively correlated with harmful pores. A porosity-harmful pores strength model and a porosity-Dr>50 nm strength model were established, with regression coefficients of 0.9862 and 0.9903, respectively. Utilization of CFP to partially replace cement can reduce carbon emissions, when the replacement rate is 30 %, the unit MPa CFP concrete can reduce 0.13 kg carbon emissions.
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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