首页|纳米二氧化硅再生细骨料混凝土力学性能及微观结构

纳米二氧化硅再生细骨料混凝土力学性能及微观结构

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基础设施建设的需求越来越大,大量的废旧设施需要更新换代,进而废弃混凝土的产量越来越大.同时,建筑行业自然资源匮乏问题日益加深,而废弃混凝土制备砂石骨料成为解决难题的关键之一,但此类砂石骨料制备的再生混凝土性能普遍较差,无法替代天然混凝土用于工程建设.为解决这些问题,本研究采用不同质量取代率的再生细骨料(RFA)取代等质量的天然细骨料(NFA)制备再生细骨料混凝土(RFAC),并采用掺量 0,1%,2%,3%的纳米二氧化硅等质量取代水泥对其改性.研究RFA和纳米二氧化硅的取代率对RFAC力学性能和微观结构的影响,以期改善RFAC的性能使其披靡天然混凝土用于工程建设.结果表明:随着RFA的掺入,RFAC的抗压强度、劈裂抗拉强度和抗折强度相较于天然骨料混凝土(NAC)显著降低,当RFA的取代率为 100%时,28 d抗压强度、劈裂抗拉强度和抗折强度相较NAC分别降低了20.6%,26.1%,19.1%;随着纳米二氧化硅的掺入,RFAC的抗压强度、劈裂抗拉强度和抗折强度相较于未添加纳米二氧化硅的RFAC得到明显提升,并随着纳米二氧化硅掺量的增加,提升幅度逐渐增大;当纳米二氧化硅的掺量为 3%时,不同RFA取代率下RFAC的 28 d抗压强度、劈裂抗拉强度和抗折强度相较NAC分别提升了 23.4~30.7%,31.3~39.7%,26.8~35.3%;纳米二氧化硅能够促进水泥的水化反应,降低C3S和Ca(OH)2 的含量,促进C—S—H的形成,并充当晶核作用填充孔隙,并修复RFAC内部薄弱的界面过渡区,提升RFAC基体的密实程度,提高RFAC力学性能.
Mechanical Property and Microstructure of Nano-SiO2 Recycled Fine Aggregate Concrete
The demand for infrastructure construction has been increasing,and a large number of waste facilities need to be updated and replaced,resulting in an increasing production of waste concrete.Simultaneously,the construction industry is facing an increasingly severe problem of natural resource scarcity.The sand and gravel aggregates preparation from waste concrete has become one of the key solutions to this problem.However,the performance of recycled concrete prepared from such sand and gravel aggregates is generally poor,and cannot replace the natural concrete for engineering construction.To solve these problems,the study used recycled fine aggregate(RFA)with different mass substitution rates to replace natural fine aggregate(NFA)of equal mass to prepare recycled fine aggregate concrete(RFAC),and modified it with nano-SiO2 at dosages of 0,1%,2%,and 3%to replace cement.The influence of RFA and nano-SiO2 substitution rates on the mechanical properties and microstructure of RFAC was studied for improving RFAC's performance and making it superior to natural concrete for engineering construction.The result indicates that with the addition of RFA,the compressive strength,splitting tensile strength,and flexural strength of RFAC significantly reduce compared with natural aggregate concrete(NAC).When the substitution rate of RFA is 100%,the compressive strength,splitting tensile strength,and flexural strength at 28-day reduce by 20.6%,26.1%,and 19.1%respectively compared with NAC.With the addition of nano-SiO2,the compressive strength,splitting tensile strength,and flexural strength of RFAC are significantly improved compared with RFAC without nano-SiO2.The improvement amplitude gradually increases with the increase of nano-SiO2 content.When the content of nano-SiO2 is 3%,the compressive strength,splitting tensile strength,and flexural strength of RFAC at 28-day with different RFA substitution rates increase by 23.4%-30.7%,31.3%-39.7%,and 26.8%-35.3%respectively compared with NAC.Meanwhile,nano-SiO2 can promote the cement hydration reaction,reduce the content of C3 S and Ca(OH)2,promote the formation of C—S—H,act as the crystal nuclei to fill pores,repair the weak interface transition zones inside RFAC,improve the compactness of RFAC matrix,and enhance the mechanical properties of RFAC.

road engineeringrecycled fine aggregate concreteexperimental analysismicrostructurenano-SiO2

刘永、张志文、匡耀、曾文博、肖雪皓

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中交第二公路勘察设计研究院有限公司,湖北 武汉 430056

道路工程 再生细骨料混凝土 试验分析 微观结构 纳米二氧化硅

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(11)