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论文摘要

再生粗骨料排水特性对混凝土干燥收缩性能影响

Effect of recycled coarse aggregate suction and drainage on drying shrinkage of concrete

作者:崔正龙(辽宁工程技术大学 土木工程学院);张 含(辽宁工程技术大学 土木工程学院)

Author:CUI Zhenglong(College of Civil Engineering,Liao ning Technical University,Fu xin 123000);ZHANG Han(China)

收稿日期:2020-03-19          年卷(期)页码:2020,52(6):-

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:再生混凝土;再生骨料;干燥收缩;收缩应变;排水率

Key words:Recycled aggregate concrete;Recycled aggregate;Drying shrinkage;Shrinkage strain;Drainage rate

基金项目:辽宁省教育厅基金(LJ2019JL023)辽宁省“十百千高端人才引进工程”(50GD02)

中文摘要

试验着眼于再生粗骨料的排水特性,将粘贴应变片的再生粗骨料埋入C30强度等级混凝土中,直接测试混凝土在干燥收缩过程中内部再生粗骨料的收缩应变,通过不同湿度环境下再生粗骨料的应变与排水率之间的关系推算出混凝土内部再生粗骨料的排水特性,探明再生混凝土排水率与再生粗骨料排水率之间的关系。结果表明,再生粗骨料与天然粗骨料在吸排水过程中应变及饱和度曲线的趋势线相对接近,且两种骨料干湿产生的应变变化具有相互可逆趋势;再生粗骨料与天然粗骨料的排水率与应变成线性关系;混凝土内部粗骨料的收缩应变要小于试件的收缩应变,再生粗骨料及再生混凝土的收缩应变要大于天然骨料及混凝土的收缩应变;再生混凝土的排水率要大于内部再生粗骨料的排水率。

英文摘要

The experiment focused on the absorption and drainage characteristics of recycled coarse aggregate. The recycled coarse aggregate bonded with strain gauges was embedded in C30 strength grade concrete, and the shrinkage strain of recycled coarse aggregate in concrete during drying shrinkage was measured directly. Based on the relationship between the strain and drainage rate of recycled coarse aggregate under different humidity conditions, the drainage characteristics of recycled coarse aggregate in concrete were calculated, and the relationship between the drainage rate of recycled coarse aggregate and the drainage rate of recycled coarse aggregate was found out. The results show that the trend line of strain and saturation curve of regenerated coarse aggregate is relatively close to that of natural coarse aggregate in the process of draining and drainage, and the strain variation caused by dry and wet of the two kinds of aggregate has a reversible trend. The relationship between the drainage rate of recycled coarse aggregate and Natural aggregate and the Linear relationship between recycled coarse aggregate and Natural aggregate; The shrinkage strain of coarse aggregate in concrete is smaller than that of specimen, and the shrinkage strain of re-cycled coarse aggregate and recycled concrete is larger than that of natural aggregate and concrete; The drainage rate of recycled concrete is higher than that of internal recycled coarse aggregate.

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