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再生混凝土受压弹性模量研究

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为了研究再生细骨料取代天然河砂对再生混凝土受压弹性模量的影响规律,以及立方体抗压强度与静弹性模量之间的定量关系,并确定基于超声检测得到的再生混凝土动弹性模量与静弹性模量之间的函数计算公式,制作了不同再生细骨料掺量的再生混凝土棱柱体试件与立方体试件各 6 组,采用传统静力试验法与超声检测法对各组试件进行试验研究,并采用最小二乘法对所测得的各试验数据进行拟合得到了静弹性模量与抗压强度、静弹性模量与动弹性模量的定量关系回归方程.基于超声参数建立了考虑再生细骨料掺量的再生混凝土静弹性模量计算公式,以及静弹性模量与抗压强度的函数关系式.研究结果表明:再生细骨料掺量对再生混凝土的动弹性模量、抗压强度和静弹性模量有显著的影响,且均随再生细骨料掺量的增加而减小.
Study on Compressive Elastic Modulus of Recycled Aggregate Concrete
In order to study the influence of recycled fine aggregate substitution on the compressive elastic modulus of regenerated concrete,as well as the quantitative relationship between the cubic com-pressive strength and static elastic modulus,and to determine the function calculation formula of the dy-namic elastic modulus of regenerated concrete based on ultrasonic detection,six groups of prismatic specimens and cubic specimens with different amounts of recycled fine aggregate were made,and the specimens were tested using traditional static test methods and ultrasonic detection methods.The regres-sion equations of the static elastic modulus and compressive strength,as well as the static elastic modu-lus and dynamic elastic modulus,were obtained by fitting the measured data using the least squares method.A calculation formula for the static elastic modulus of regenerated concrete considering the ad-dition of recycled fine aggregate was established based on ultrasonic parameters.A function relationship formula between the static elastic modulus and compressive strength was also developed.The research results show that the addition of recycled fine aggregate has a significant influence on the dynamic elastic modulus,compressive strength,and static elastic modulus of regenerated concrete,and all of them de-crease as the amount of recycled fine aggregate increases.

recycled aggregate concreteultrasonic testingelastic modulusrecycled fine aggregate contentcompressive strength

王李鑫、安新正、蒋毓晋、张龙娇、郭永民

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河北工程大学 土木工程学院,河北 邯郸 056038

再生混凝土 超声检测 弹性模量 再生细骨料掺量 抗压强度

2024

河北工程大学学报(自然科学版)
河北工程大学

河北工程大学学报(自然科学版)

CSTPCD
影响因子:0.543
ISSN:1673-9469
年,卷(期):2024.41(6)