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掺粉煤灰和矿粉对粗骨料全替代混凝土力学性能的影响

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为研究粉煤灰和矿粉对C30粗骨料全替代再生混凝土力学性能的影响,制备了单掺粉煤灰和矿粉取代率均为 0、5%、10%、15%、20%以及双掺粉煤灰加矿粉 5%+5%、5%+10%、10%+5%、10%+10%、15%+15%共 14组试件,测其坍落度、抗压强度、劈裂抗拉强度、抗压变形并用扫描电镜进行微观分析.结果表明单掺粉煤灰不超过 20%,单掺矿粉不超过 10%,可有效提高再生混凝土和易性;双掺时其坍落度先增加后减小,在粉煤灰掺量 10%、矿粉掺量5%时,坍落度 190 mm达到最大;单掺和双掺条件下均能满足C30混凝土强度要求,单掺时可考虑 20%掺量,双掺时结合和易性和强度可考虑粉煤灰10%、矿粉 5%取代水泥;单掺粉煤灰时其变形较基础组变化不大,单掺矿粉时其变形近基础组变形两倍,双掺时其变形均远大于基础组变形;再生混凝土的微观结构观察证实了对试块抗压强度的宏观实测数据及原因分析.
Influence of adding fly ash and mineral powder on mechanical properties of coarse aggregate total replacement concrete
In order to study the influence of mineral powder and fly ash on the mechanical properties of C30 coarse aggregate fully replaced recycled concrete,14 groups of specimens were prepared,including single fly ash and mineral powder with substitution rates of 0,5%,10%,15%,20%and double fly ash plus mineral powder:5%+5%,5%+10%,10%+5%,10%+10%,15%+15%.Their slump,compressive strength,splitting tensile strength and compressive deformation were measured and analyzed by scanning electron microscope.The results show that the workability of recycled concrete can be effectively improved when the content of fly ash is less than 20%and the content of mineral powder is less than 10%.The slump increases first and then decreases when the content of fly ash is 10%and the content of mineral powder is 5%,and the maximum slump is 190 mm.The strength requirements of C30 concrete can be met under the conditions of single admixture and double admixture.When single admixture is used,20%admixture can be considered.When double admixture is used,10%fly ash and 5%mineral powder can be considered to replace cement in terms of workability and strength.The deformation of single fly ash is less than that of the foundation group.The deformation of single fly ash is nearly twice that of the foundation group.The deformation of double fly ash is much larger than that of the foundation group.The observation of the microstructure of recycled concrete confirmed the macroscopic measured data and the cause analysis of the compressive strength of the test block.

recycled concretefly ashmineral powderSEM

张玉栋、谢龙、张富钧、张佳帅、曹颖卓、高玉增

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河北建筑工程学院 河北省土木工程诊断、改造与抗灾重点实验室,河北 张家口 075000

再生混凝土 粉煤灰 矿粉 扫描电镜

国家自然科学基金青年基金河北省教育厅青年基金河北省高等学校科学技术研究项目

U1334209QN2020191Z2018203

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(1)
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