首页|黄河沉积砂对粉煤灰混凝土力学性能及耐久性能的影响研究

黄河沉积砂对粉煤灰混凝土力学性能及耐久性能的影响研究

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黄河三角洲区域长期累积产生的大量沉积砂,对下游地区的生态环境和防洪安全产生了恶劣影响.利用黄河沉积砂部分取代机制砂制备大体积粉煤灰混凝土,改善粉煤灰混凝土的宏观性能,对于减少环境污染、实现资源化利用具有重要意义.研究了黄河沉积砂不同取代率对大体积粉煤灰混凝土力学性能和耐久性能的影响.结果表明,随着黄河沉积砂取代率的增加,混凝土力学性能呈现先增加后降低的趋势,在10%取代率时强度达到最高,在20%取代率时能够达到天然骨料粉煤灰混凝土强度水平.同时,黄河沉积砂取代率超过20%时,粉煤灰混凝土的收缩率增加,相对动弹模量显著降低,过量的黄河沉积砂会对混凝土的抗收缩和抗冻性能产生负面影响,结果可为黄河沉积砂在粉煤灰混凝土中的应用提供理论依据和科学支撑.
Study on Effects of Yellow River Sedimentary Sand on Mechanical and Durability Properties of Fly Ash Concrete
The long-term accumulation of sedimentary sand in the Yellow River Delta negatively impacts the ecological environment and flood control safety downstream.By partially replacing manufactured sand with Yellow River sedimentary sand in the production of large-volume fly ash concrete,the macroscopic properties of the concrete can be improved,which is significant for reducing environmental pollution and promoting resource utilization.The effects of various replacement rates of Yellow River sedimentary sand on the mechanical properties and durability of large-volume fly ash concrete are examined.Results indicate that as the replacement rate of Yellow River sedimentary sand increases,the mechanical properties of concrete initially improve and then decline.The strength reaches its peak at a 10%replacement rate and achieves the strength level of natural aggregate fly ash concrete at a 20%replacement rate.Additionally,when the replacement rate exceeds 20%,the shrinkage rate of fly ash concrete rises,and the relative dynamic elastic modulus decreases significantly,with excess sedimentary sand adversely affecting shrinkage and frost resistance.These findings provide a theoretical foundation and scientific support for the application of Yellow River sedimentary sand in fly ash concrete.

Yellow River sedimentary sandreplacement ratefly ash concretemechanical propertydurability

周建涛、李昊、庄洪宇、李玉娇、王亮、全洪珠

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山东兴利建设工程有限公司 山东 淄博 256300

青岛农业大学建筑工程学院 山东 青岛 266109

黄河沉积砂 取代率 粉煤灰混凝土 力学性能 耐久性能

2025

建筑施工
上海建工(集团)股份有限公司

建筑施工

影响因子:0.584
ISSN:1004-1001
年,卷(期):2025.47(1)