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稻壳灰-废旧砖再生透水混凝土的配合比研究

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为探究稻壳灰-废旧砖再生透水混凝土的配合比,采用4因素3水平正交试验,探究水灰比、目标孔隙率、废旧砖骨料取代率、稻壳灰掺量对透水混凝土的强度、透水性、抗冻性的影响.结果表明:水灰比为0.3、目标孔隙率为10%、废旧砖骨料取代率为40%、稻壳灰掺量为6%时,稻壳灰-废旧砖再生透水混凝土的性能更优,其抗压强度为11.28 MPa、劈裂抗拉强度为1.99 MPa、透水系数为0.56 cm/s、孔隙率为37.5%、50次冻融循环后抗压强度为3.74 MPa.
Mix ratio of rice husk ash waste brick regenerated pervious concrete
In order to explore the mix ratio of rice husk ash and waste brick recycled pervious concrete,this experiment adopts standard four-factor and three-level orthogonal table design experiment to explore the effects of water-cement ratio,target porosity,waste brick aggregate replacement rate and rice husk ash content on the strength,water permeability and frost resistance of pervious concrete.The results show that when the water-cement ratio is 0.3,the target porosity is 10%,the aggregate replacement rate of waste brick is 40%,and the content of rice husk ash is 6%,the performance of recycled pervious concrete is better.Its compressive strength is 11.28 MPa,splitting tensile strength is 1.99 MPa,permeability coefficient is 0.56 cm/s,porosity is 37.5%,and compressive strength is 3.74 MPa after 50 freeze-thaw cycles.

water cement ratiorecycled aggregate from waste bricksrice husk ashorthogonal experimentanalytic hierarchy process

王瑜豪、吕梦蝶、张美琪、周浩、冯少杰、薛丽皎、郭光玲

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陕西理工大学土木工程与建筑学院,陕西汉中 723000

水灰比 废旧砖再生骨料 稻壳灰 正交试验 层次分析法

陕西省大学生创新创业训练计划

S202210720108

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(3)
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