首页|陶粒再生混凝土空心砌体抗压性能试验研究

陶粒再生混凝土空心砌体抗压性能试验研究

Experimental study on compressive performance of ceramic recycled concrete hollow block masonry

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陶粒再生混凝土是一种环保型保温材料,为满足材料强度的要求,开展了对陶粒再生混凝土空心砌块及砌体的抗压性能试验研究.通过将天然粗骨料替换为陶粒骨料,将天然砂替换为再生细骨料,制作了 390 mm×190 mm×190 mm单排孔空心砌块和采用空心砌块砌筑的600 mm×190 mm×1 000 mm砌体试件,分析了 3种陶粒骨料取代率(0、50%、100%)及全再生细骨料条件下的砌体试件的强度变化规律.试验结果表明:空心砌块的破坏属脆性破坏,随着陶粒骨料取代率的增加,砌块密度、抗压及抗折强度均成降低趋势.砌体试件受压破坏分为裂缝产生、裂缝发展、脆性破坏3个阶段,砌体试件的轴心抗压强度随陶粒取代率的增加而增大,随空心砌块抗压强度的增大而增大.通过SVM神经网络,对不同陶粒取代率下的再生混凝土砌体试件抗压强度进行预测,预测值与测试值吻合度较高.
Ceramic recycled concrete is an environmentally friendly thermal insulation material.In order to meet the requirement of material strength,the compressive performance of ceramic recycled concrete hollow blocks and masonry were studied.By replacing natural coarse aggregates with ceramic aggregates and natural sand with recycled fine aggregates,390 mm×190 mm×190 mm single row hole hollow blocks and 600 mm × 190 mm×1 000 mm masonry specimens built with hollow blocks were produced.The strength variation of masonry specimens with three ceramic aggregate replacement rates(0,50%,100%)and full recycled fine aggregate was analyzed.The experimental results show that the failure of hollow blocks is brittle,and with the increase of ceramic aggregate replacement rate,the density,compressive and flexural strength of the blocks decrease.The compressive strength of masonry specimens increases with the increase of ceramic aggregate replacement rate and the compressive strength of hollow blocks.Using SVM neural network,the compressive strength of recycled concrete masonry specimens under different percentages of ceramic aggregate replacement was predicted,and the predicted values showed a high degree of agreement with the test values.

ceramic aggregaterecycled fine aggregateconcretehollow blockmasonry

王金燕、王玉梅、邓志恒

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广西农业职业技术大学城乡建设学院,广西南宁 530007

南宁学院土木与建筑工程学院,广西南宁 541699

广西大学土木建筑工程学院,广西南宁 530004

陶粒 再生细骨料 混凝土 空心砌块 砌体

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(12)