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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (11): 3988-3995.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

铁尾砂泡沫混凝土抗冻融性能及可靠性分析

朱利平, 杜晓丽, 邹天民   

  1. 安徽理工大学土木建筑学院,淮南 232001
  • 收稿日期:2023-05-24 修订日期:2023-08-05 出版日期:2023-11-15 发布日期:2023-11-22
  • 通信作者: 杜晓丽,博士,讲师。E-mail:121619727@qq.com
  • 作者简介:朱利平(1998—),女,硕士研究生。主要从事泡沫混凝土方面的研究。E-mail:201851843@qq.com
  • 基金资助:
    国家自然科学基金(52074005)

Freeze-Thaw Resistance and Reliability Analysis of Iron Tailings Sand Foam Concrete

ZHU Liping, DU Xiaoli, ZOU Tianmin   

  1. College of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
  • Received:2023-05-24 Revised:2023-08-05 Online:2023-11-15 Published:2023-11-22

摘要: 为研究铁尾砂泡沫混凝土抗冻融性能,制备了5组目标密度为900 kg/m3的泡沫混凝土,在硫酸盐环境下冻融循环后,对比分析不同铁尾砂掺量泡沫混凝土的质量损失、强度损失、孔隙面积率和微观结构。以质量损失和强度损失为衡量指标,评选最优配合比,基于Wiener退化过程进行可靠度分析并预测剩余寿命。结果表明:在硫酸盐冻融循环过程中,泡沫混凝土表面损伤,内部孔隙连通形成裂缝,各试件质量呈先增加后减少的趋势;抗压强度和孔隙面积率持续下降,细粒径铁尾砂的掺入有效缓解了泡沫混凝土的损伤。其中,20%(质量分数)铁尾砂掺量的泡沫混凝土抗冻融能力最强,试件经过约300次冻融循环后失效。本研究可为泡沫混凝土在冻土地区的应用提供思路。

关键词: 铁尾砂, 泡沫混凝土, 冻融循环, 硫酸盐环境, Wiener退化过程

Abstract: In order to study the freeze-thaw resistance of iron tailings sand foam concrete, five groups of foam concrete with a target density of 900 kg/m3 were prepared. The mass loss, strength loss, pore area rate and microstructure of foam concrete with different iron tailings sand content after freeze-thaw cycle in sulfate environment were compared and analyzed. Taking the mass loss and strength loss as the measurement indexes, the optimal mix ratio was selected, and the reliability analysis and residual life prediction were carried out based on the Wiener degradation process. The results show that during the sulfate freeze-thaw cycle, the surface of foam concrete is damaged, the internal pores are connected to form cracks, and the mass of each specimen increases first and then decreases. The compressive strength and pore area rate continue to decline, and the addition of fine iron tailings sand effectively alleviates the damage of foamed concrete. Among them, the foam concrete with 20% (mass fraction) iron tailings sand content has the strongest freeze-thaw resistance, and the specimen fails after about 300 freeze-thaw cycles. This study can provide ideas for the application of foam concrete in frozen soil areas.

Key words: iron tailings sand, foam concrete, freeze-thaw cycle, sulfate environment, Wiener degradation process

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