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土凝岩再生混凝土抗冻耐久性试验研究

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为探究土凝岩固化高掺量再生骨料混凝在冻融循环作用下抗冻性能,文中采用快冻冻融试验法、SEM试验,分别对9%、12%、15%剂量土凝岩固化70%、100%的再生骨料混凝土进行冻融循环试验.结果表明土凝岩固化70%掺量再生骨料混凝土抗冻性总体上高于100%掺量,水泥-硅灰处理再生骨料对再生骨料混凝土的抗冻性能有明显提升.随着土凝岩掺量由9%增加至12%和15%,混凝土抗冻性逐渐提升.在相同冻融循环次数条件下,水泥混凝土抗冻耐久性优于土凝岩混凝土,水泥-硅灰处理后的土凝岩混凝土的抗冻性接近P·O42.5水泥混凝土.研究可为土凝岩混凝土在寒冷地区工程应用提供理论参考.
XPERIMENTAL STUDY ON THE FROST DURABILITY OF SOIL-CEMENT ROCK RECYCLED CONCRETE
To investigate the frost resistance of soil-cement rock solidified concrete with high amounts of recycled aggregates under freeze-thaw cycles,quick freeze-thaw testing and SEM analysis were conducted on concrete con-taining 70%and 100%recycled aggregates at dosages of 9%,12%,and 15%.The results show that the frost resis-tance of the concrete with 70%recycled aggregate is generally higher than that with 100%.Additionally,cement-sili-ca fume treatment significantly enhances the frost resistance of recycled aggregate concrete.As the soil-cement rock dosage increases from 9%to 12%and 15%,the frost resistance of the concrete gradually improves.Under the same number of freeze-thaw cycles,the frost durability of cement concrete outperforms that of soil-cement rock concrete,while the frost resistance of the treated soil-cement rock concrete approaches that of P·O42.5 cement concrete.

soil solidification rockrecycled aggregatesfreeze-thaw experimentfrost resistance durability

金成、刘作为、董超、王佳斌、马亚

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烟台大学土木工程学院,山东 烟台 264000

山东高速建设管理集团有限公司,济南 250000

山东高速烟蓬公路有限公司,山东 烟台 264000

土凝岩固化 再生骨料混凝土 水泥-硅灰 抗冻耐久性

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(10)