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再生骨料对自密实混凝土工作性能与流变特性的影响

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针对再生骨料对自密实混凝土(SCC)工作性能与流变特性的影响问题,使用再生砖粉、再生骨料取代SCC中的水泥、天然骨料,研究了再生砖粉不同取代率(1%、2.5%、5%)下SCC的工作性能与流变特性变化规律;分析了再生粗骨料取代率(15%、30%、50%)与预湿时间(0、2、24h)对SCC工作性能与流变特性的影响;研究了再生细骨料的种类(混凝土再生细骨料、黏土砖再生细骨料以及混合型再生细骨料)、取代率(25%、50%、75%、100%)、预湿时间(0、2、24 h)对SCC工作性能与流变特性的影响规律.研究结果表明,黏土砖再生细骨料对SCC的工作性能影响最大,混凝土再生细骨料的影响相对较小,混合型再生细骨料介于二者之间;SCC的工作性能都随着这3种再生细骨料取代率的提高而降低,屈服应力与塑性黏度升高,即流变特性增强;相同取代率下,预湿时间越久,再生细骨料的工作性能就越低,再生粗骨料的工作性能在2 h时最优.该研究成果对于再生SCC的应用和推广有较好的理论与实际意义.
Effect of Recycled Aggregate on Working and Rheological Properties of SCC
In order to study the effect of recycled aggregate on working and rheological properties of self-compacting concrete(SCC),recycled brick powder and recycled aggregates replaced cement and natural aggregate respectively for SCC.Under different replacing rates(1%,2.5%,5%)of recycled brick powder,the working and rheological prop-erties of SCC were studied;The replacing rates of recycled coarse aggregates(15%,30%,50%)and pre-wetting time(0,2,24 h)on SCC were studied;The types(recycled fine aggregates of concrete,clay brick,mixed),replacing rates(25%,50%,75%,100%)and pre-wetting time(0,2,24h)on SCC were studied.The results show that the effect sequence on working properties of SCC is recycled fine aggregates of clay brick,mixed and concrete from high to low;The working properties of SCC decreases with the increase of replacing rates of these three recycled fine aggregates.The yield stress and plastic viscosity increase namely rheological properties are enhanced;Under the same replacing rate,the longer the prewetting time,the lower the working properties of recycled fine aggregate.The optimal working properties of the recycled coarse aggregate occurs at 2 h.The study improves the application & promotion of SCC.

self-compacting concrete(SCC)recycled aggregatesworking performancerheological properties

杨立君、李烨、刘彩虹、凌一峰、高天明、葛智

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山东高速河南发展有限公司,河南许昌 461000

山东大学齐鲁交通学院,山东济南 250100

SCC 再生骨料 工作性能 流变特性

山东高速河南发展有限公司研究课题

fz-2022-64

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(1)
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