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再生砂品质与取代率对混凝土附加用水量及力学性能影响研究

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[目的]附加用水是再生混凝土中为补偿再生骨料吸水而额外添加的水分,其用量对混凝土性能有重要影响.为了探究再生砂品质与取代率对再生混凝土附加用水量取值和基本力学性能的影响,[方法]通过调节附加用水量使再生混凝土拌和物具有相近的工作性能,对比研究了Ⅰ类、Ⅱ类和Ⅲ类三种品质再生砂以30%、50%、70%质量分数取代天然砂制备的再生混凝土的附加用水量和力学性能.[结果]结果表明,附加用水量随着再生砂取代率的增大而线性增大,附加用水量和附加用水量补偿系数随再生砂品质的降低而增大,Ⅰ类、Ⅱ类和Ⅲ类再生砂附加用水量补偿系数分别为0.62、0.84和0.96;随着再生砂品质降低或取代率的增大,再生混凝土抗压强度、抗折强度、弹性模量不断降低,再生砂品质与取代率对抗折强度影响最大;降低再生砂品质或提高再生砂取代率总体上使混凝土的折压比减小,即脆性增加.[结论]由此可认为,再生混凝土的附加用水量补偿系数应根据再生砂的品质高低而调整取值:低品质再生砂宜取较高的附加用水量补偿系数值,高品质再生砂可适当降低附加水用量补偿系数;再生砂的掺入增大了再生混凝土的脆性,当再生混凝土作为以抗弯为主的受力构件时需降低再生砂取代率或采用高品质再生砂.
Study on the effect of recycled sand quality and replacement ratio on additional water consumption and mechanical properties of concrete
[Objective]Additional water is added to the recycled concrete to compensate for the water absorption of recycled ag-gregates,and its amount has an important influence on the properties of recycled concrete.In order to explore the influence of the quality and replacement ratio of recycled sand on the value of additional water consumption and basic mechanical properties of re-cycled concrete.[Methods]By adjusting the additional water consumption to make the fresh concrete have similar working per-formance,the additional water consumption and mechanical properties of recycled concrete prepared by replacing natural sand with 30%,50%and 70%mass fractions of class Ⅰ,class Ⅱ and class Ⅲ are compared and studied.[Results]The result show that the additional water consumption increases linearly with the increase of the replacement rate of recycled sand,the additional water consumption and the additional water consumption compensation coefficient increase with the decrease of the quality of recy-cled sand,and the additional water consumption factors of class Ⅰ,class Ⅱ and class Ⅲ recycled sand are 0.62,0.84 and 0.96,respectively.With the decrease of the quality of recycled sand or the increase of the replacement ratio,the recycled concrete com-pressive strength,flexural strength and modulus of elasticity keep decreasing,and the quality of recycled sand and replacement ratio have the greatest effect on flexural strength.Reducing the quality of recycled sand or increasing the replacement ratio of recycled sand generally reduces the flexural-compression ratio of concrete,that is,the brittleness increases.[Conclusion]It can be consid-ered that the additional water consumption compensation coefficient of recycled concrete should be adjusted according to the quality of recycled sand:low-quality recycled sand should take a higher additional water consumption compensation coefficient value,and high-quality recycled sand can appropriately reduce the additional water consumption compensation coefficient;The incorporation of recycled sand increases the brittleness of recycled concrete,and when recycled concrete is used as a stressed component mainly bending resistance,it is necessary to reduce the replacement rate of recycled sand or use high-quality recycled sand.

quality of recycled sandconcreteadditional water consumptionmechanical propertiesstrength

金德川、李北星、陈鹏博、曾波

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武汉理工大学硅酸盐建筑材料国家重点实验室,湖北武汉 430070

北京都市绿源环保科技有限公司固废研发中心,北京 102601

再生砂品质 混凝土 附加用水量 力学性能 强度

国家重点研发计划课题

2020YFC1909904

2024

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2024.55(8)