首页|天然沙漠砂混凝土配合比优化研究

天然沙漠砂混凝土配合比优化研究

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为充分利用新疆地区自然资源,达到"就地取材""以灾制灾"的目的,采用天然沙漠砂替代混凝土骨料并在胶凝材料中加入粉煤灰、硅灰进行混凝土配合比优化研究。首先,通过正交试验,研究粉煤灰掺量、水胶比、灰砂比和减水剂掺量四个因素对沙漠砂混凝土性能的影响,结合天然沙漠砂混凝土抗压及劈裂抗拉强度进行了极差、因素指标和方差分析。随后,采用单因素试验法探究了硅灰掺量对天然沙漠砂混凝土力学性能和工作性能的影响。结果表明,天然沙漠砂混凝土最优配合比为粉煤灰掺量20%(质量分数,下同)、水灰比0。33、灰砂比1∶2、减水剂掺量0。8%。硅灰的加入能显著提升沙漠砂混凝土的抗压强度,但会降低沙漠砂混凝土的工作性能,加入10%硅灰时,沙漠砂混凝土的力学性能和工作性能最佳。
Optimization of Natural Desert Sand Concrete Mix Ratio
In order to make full use of natural resources in Xinjiang and achieve the purpose of"local materials"and"disaster prevention",this paper uses natural desert sand to replace concrete aggregate and adds fly ash and silica fume to cementitious materials to optimize the mix ratio of concrete.Firstly,the effects of four factors,such as fly ash content,water-binder ratio,cement-sand ratio and water reducer content,on the performance of desert sand concrete were studied by orthogonal test.The range,factor index and variance analysis were carried out in combination with the compressive and splitting tensile strength of natural desert sand concrete.Subsequently,the effect of silica fume content on the mechanical properties and working performance of natural desert sand concrete was investigated by single factor test.The results show that the optimal mix ratio of natural desert sand concrete is fly ash content of 20%(mass fraction,same below),water-cement ratio of 0.33,cement-sand ratio of 1∶2,and water reducer content of 0.8%.The addition of silica fume can significantly improve the compressive strength of desert sand concrete,but it will reduce the working performance of desert sand concrete.When 10%silica fume is added,the mechanical properties and working performance of desert sand concrete are the best.

desert sand concretefly ashsilica fumeorthogonal testmechanical propertymix ratiosolid waste utilization

刘毓彬、黄勇、鱼瑞、孙健、郭陆龙、梁心铭、左保玺

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新疆大学建筑工程学院,乌鲁木齐 830017

新疆大学化学学院,乌鲁木齐 830017

哈尔科夫国立汽车公路大学公路建设学院公路建设与运营部,哈尔科夫61002

伍珀塔尔大学建筑与土木工程学院路面施工与运营部,伍珀塔尔42119

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沙漠砂混凝土 粉煤灰 硅灰 正交试验 力学性能 配合比 固废利用

2024

硅酸盐通报
中国硅酸盐学会 中材人工晶体研究院

硅酸盐通报

CSTPCD北大核心
影响因子:0.698
ISSN:1001-1625
年,卷(期):2024.43(12)