首页|不同胶凝材料配合比的机制砂UHPC工作性能和抗压性能试验研究

不同胶凝材料配合比的机制砂UHPC工作性能和抗压性能试验研究

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本文采用正交试验,研究了不同胶凝材料配合比对超高性能混凝土(UHPC)基本性能影响,并探究机制砂掺入UHPC的工作性能和抗压性能.结果显示:硅灰、粉煤灰、矿渣复掺可增强UHPC性能.硅灰掺量<30%时,强度随掺量增大而增大;硅灰掺量>30%则早期强度下降,但后期强度增速更快.粉煤灰的掺入能够提升混凝土的前期强度,但掺入高于50%后期增速明显下降.矿渣能提UHPC流动性.通过综合配比,得到的最优配合比的机制砂UHPC流动性为255mm,3d抗压强度为121.6MPa,7d抗压强度139.8MPa.
Experimental Study on the Workability and Compressive Performance of Manufactured Sand UHPC with Different Cementitious Material Mix Ratios
Orthogonal experiments were utilized in this study to investigate the impact of varying cementitious material mix ratios on the fundamental properties of ultra-high performance concrete(UHPC),and to investigate the workability and compressive properties of mechanism sand incorporated into UHPC.The result indicates that the com-bined use of silica fume,fly ash,and slag can enhance the performance of Ultra-high performance concrete(UHPC).When the silica fume content is less than 30%,the strength increases as the content increases;However,when the silica fume exceeds 30%,the early-age strength decreases,but the later-age strength increases more rapidly.The incorporation of fly ash can improve the early-age strength of the concrete,but the later-age strength growth rate significantly decreases when the content exceeds 50%.Slag can improve the fluidity of UHPC.Through comprehensive mixing proportions,the optimal mix ratio results in a mechanically-sand-based UHPC with a fluidity of 255 mm,a 3-day compressive strength of 121.6MPa,and a 7-day compressive strength of 139.8MPa.

Ultra-high performance concreteManufactured sandWorkabilityCompressive performance

梁伟斌、王蕾、梅塨镛、姜海波

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广州交投城市道路建设有限公司

广东工业大学土木与交通工程学院

超高性能混凝土 机制砂 工作性能 抗压性能

2025

广东建材
广东省建筑材料研究院

广东建材

影响因子:0.681
ISSN:1009-4806
年,卷(期):2025.41(1)