华南理工大学学报(自然科学版) ›› 2025, Vol. 53 ›› Issue (8): 123-136.doi: 10.12141/j.issn.1000-565X.250042

• 材料科学与技术 • 上一篇    下一篇

高石粉机制砂混凝土组成设计与性能优化

张同生1   李凯1   谭康豪1   常泽洲2   谭艳臣2 唐亮2 杨东来2 曾思清1,3   

  1. 1.华南理工大学 材料科学与工程学院,广东 广州  510640

    2.保利长大工程有限公司,广东广州  511430

    3.广东省公路建设有限公司,广东广州 510623

  • 出版日期:2025-08-25 发布日期:2025-03-21

Mix Design and Performance Optimization of Stone Powder-Rich Manufactured Sand Concrete

ZHANG Tongsheng1   LI Kai1   TAN Kanghao1   CHANG Zezhou2   TAN Yanchen2   TANG Liang2   YANG Donglai2 ZENG Siqing1,3

#br#   

  1. 1. School of Materials Science and Engineering, South China University of Technology, Guangzhou 510640, China;

    2. Poly Changda Engineering Co., Ltd.,-Guangzhou 511430, Guangdong, China;

    3. Guangdong Provincial Highway Construction Group Co., Ltd., Guangzhou 510623, Guangdong, China

  • Online:2025-08-25 Published:2025-03-21

摘要:

本研究将机制砂中石粉视作胶凝组分并替代水泥,使用XRD、TG、SEM等测试手段研究花岗岩石粉对硬化水泥浆体微结构演变的影响,确定了石粉替代水泥最佳范围。并通过调控机制砂石粉含量、粗骨料级配、砂率与水胶比等,优化混凝土工作性能和力学性能,揭示浆体体积分数对混凝土工作性能和力学性能的影响机制,利用高石粉含量机制砂制备了低成本、工作与力学性能满足要求的混凝土。结果表明:石粉替代10%的P.II 52.5硅酸盐水泥时,7d和28d浆体水化产物数量没有明显减少,微结构仍然较为致密;当石粉替代水泥比例超过20%时,浆体中水化产物数量减少超过20%、孔隙增多,导致强度大幅度降低。随机制砂石粉含量的增加,相同坍落度下混凝土减水剂掺量有所增加,浆体体积分数在31~32%时,混凝土可够获得良好工作性能和力学性能。在此基础上,采用石粉含量为15.1%、16.5%和18.7%的机制砂分别制备了满足工程性能要求的C30、C40和C50混凝土,水泥用量分别减少54 kg/m3、63 kg/m3和92 kg/m3,显著降低了混凝土成本和碳排放。

关键词: 高石粉含量, 机制砂混凝土, 配合比设计, 微观结构

Abstract:

In this study, stone powder from manufactured sand was used as a supplementary cementitious material (SCM) to replace part of the cement. The effects of granite stone powder on the microstructure evolution of hardened cement paste were systematically examined through XRD, TG, and SEM analyses, establishing the optimal replacement content. The workability, mechanical properties, and cost of concrete prepared with manufactured sand were improved by optimizing the stone powder content, coarse aggregate gradation, sand-to-aggregate ratio, and water-binder ratio, while elucidated the influence mechanisms of paste volume fraction on these performance characteristics. The results showed that cement paste with 10wt.% stone powder retained a denser microstructure, as the amount of hydration products showed negligible reduction compared to that of pure cement paste after 7-day and 28-day curing. However, when the substitution of cement with stone powder exceeded 20wt.%, the amount of hydration products decreased significantly by more than 20%, leading to a porous microstructure and lower compressive strength compared to that of pure cement paste. When manufactured sand (MS) with high stone powder content was used in concrete production, the dosage of superplasticizer needed to be increased slightly under the same slump requirement. Additionally, the optimal workability and mechanical properties of MS concrete were achieved when the volume fraction of paste lay in the range of 31%~32%. Consequently, C30, C40, and C50 concretes meeting target property requirements were prepared using MS with 15.1 wt.%, 16.5 wt.%, and 18.7 wt.% stone powder content, respectively, resulting in cement consumption reductions of 54 kg/m³, 63 kg/m³, and 92 kg/m³, and thereby significant reductions in cost and carbon emissions.

Key words: high stone powder content, manufactured sand concrete, mixture proportion design, microstructure