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干湿与盐冻交替下聚氨酯砂浆与混凝土界面损伤特性

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为分析硫酸盐干湿循环、盐冻循环及两者交替作用下修复材料与混凝土界面耐久性能,通过试验研究聚氨酯砂浆—基底混凝土的表观形貌、质量损失、抗剪强度及剪切破坏形态,对比分析交替作用与单一作用叠加下的质量损失率和抗剪强度损失率,建立交替循环下以抗剪强度为指标的损伤演化方程.试验结果表明,3种不同循环作用中的试件,其表观形貌、质量损失及抗剪强度的损伤程度大小为硫酸盐干湿—盐冻循环交替作用>盐冻作用>硫酸盐干湿作用;试件的剪切破坏形式均为基底混凝土发生破坏;交替作用对界面耐久性的影响>硫酸盐干湿作用和盐冻作用的叠加;所建立的损伤演化方程相关系数R2 均在0.9以上,与试验数据吻合较好,精度较高.
Damage Characteristics of Interface Between Polyurethane Mortar and Concrete Under Alternation of Drying-wetting and Salt Freezing
In order to study the durability of concrete repair interfaces under sulfate dry-wet cycles,salt freezing cy-cles,and drying-wetting and salt freezing alternation,the surface morphology,mass loss,shear strength,and shear fail-ure morphology of the composite specimens were tested through relevant experiments.The mass loss rate and shear strength loss rate under alternation and single action superposition were compared.A damage evolution equation based on shear strength was established under alternating cycles.The experimental results show that the damage degree of the ap-parent morphology,mass loss,and shear strength of the specimens under three different cyclic effects is sulfate drying-wetting and salt freezing alternating effect>salt freezing effect>sulfate drying-wetting effect.The shear failure mode of the specimens is the failure of the base concrete.The effect of alternating action on interface durability is greater than the superposition of sulfate drying-wetting and salt freezing.The correlation coefficients R2 of the established damage evolu-tion equations are all above 0.9,which are in good agreement with experimental data,and it has higher accuracy.

salt freezing cyclesulfate drying-wetting cycleinterface durabilitydamage evolution

王伦、王瑞骏、李占海、李明霞、李阳、韩梦龙

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青海黄河上游水电开发有限责任公司新能源工程建设分公司,青海 西宁 810000

西安理工大学水利水电学院,陕西 西安 710048

盐冻循环 硫酸盐干湿循环 界面耐久性 损伤演化

国家自然科学基金项目

52379133

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(9)
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