陶松涛1,2,延永东1,郑玉龙1,刘甲琪1,梁晓封1,王 鑫1
陶松涛,延永东,郑玉龙,等.机制砂混凝土抗压强度分析及预测[J].混凝土与水泥制品,2022(8):96-100,104.
TAO S T,YAN Y D,ZHENG Y L,et al.Analysis and Prediction of Compressive Strength of Manufactured Sand Concrete[J].China Concrete and Cement Products,2022(8):96-100,104.
机制砂混凝土抗压强度分析及预测
陶松涛1,2,延永东1,郑玉龙1,刘甲琪1,梁晓封1,王 鑫1
陶松涛,延永东,郑玉龙,等.机制砂混凝土抗压强度分析及预测[J].混凝土与水泥制品,2022(8):96-100,104.
TAO S T,YAN Y D,ZHENG Y L,et al.Analysis and Prediction of Compressive Strength of Manufactured Sand Concrete[J].China Concrete and Cement Products,2022(8):96-100,104.
摘 要:为了探究机制砂混凝土的抗压强度变化规律,进行了不同机制砂替代率(0、30%、50%、70%)、粉煤灰掺量(0、20%、30%、40%)和机制砂石粉含量(0、5.8%、11.6%)混凝土试件的抗压强度试验,并结合试验数据建立了BP神经网络模型预测抗压强度。结果表明:随着机制砂替代率的增加,试件的7 d、28 d抗压强度呈先增大后减小的趋势,且在机制砂替代率为50%时达到最大,机制砂替代率对试件的60 d抗压强度影响较小;掺入粉煤灰使试件的早期抗压强度降低,但30%掺量的粉煤灰有利于提高试件的60 d抗压强度;随着机制砂石粉含量的增加,试件的7 d抗压强度先增大后减小,28 d、60 d抗压强度则逐渐增大;建立的机制砂混凝土28 d抗压强度预测模型的精度较高。
Abstract: In order to explore the change law of the compressive strength of manufactured sand concrete, the compressive strength tests of concrete specimens with different manufactured sand replacement rates(0, 30%, 50%, 70%), fly ash contents(0, 20%, 30%, 40%) and stone powder contents(0, 5.8%, 11.6%) in manufactured sand were carried out. Combined with the test datas, the BP neural network model was established to predict the compressive strength. The results show that the 7 d and 28 d compressive strength of the specimen increase first and then decrease with the increase of manufactured sand replacement rate, and reaches the maximum when the manufactured sand replacement rate is 50%. The manufactured sand replacement rate has little effect on the 60 d compressive strength of the specimen. Adding fly ash reduces the early compressive strength of the specimen, but 30% fly ash is beneficial to improve the 60 d compressive strength of the specimen. With the increase of stone powder content in manufactured sand, the 7 d compressive strength of the specimen first increases and then decreases, and the 28 d and 60 d compressive strength increase gradually. The established model for predicting the 28 d compressive strength of manufactured sand concrete has high accuracy.
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