摘要
采用楔入劈拉法对比了有机材料环氧树脂与无机材料氯氧镁水泥浆两种材料修复混凝土裂缝的有效性。先对混凝土试件进行楔入劈拉试验,获得混凝土的断裂参数,然后采用环氧树脂灌缝胶、氯氧镁水泥浆对试件进行修复,再进行第二次楔入劈拉试验,测定注胶修复后的试件的相应断裂参数,并与初始混凝土试件的相应值进行对比分析,以此来考察并评估环氧树脂、氯氧镁水泥浆与混凝土粘结界面的性能以及两者的修复效果。试验结果表明:试件经过环氧树脂加固后,起裂断裂韧度与失稳断裂韧度得到不同幅度的提高,而氯氧镁水泥浆修复试件则有所下降。说明环氧树脂有效修复裂缝,抑制裂缝的重新开展,达到修复混凝土的效果;而采用氯氧镁水泥浆材料的修复效果没有环氧树脂修复效果好,为工程实际应用提供一些参考。
Based on the wedge-splitting tests of concrete specimens repaired with epoxy and MOC,the fracture energy,double-K fracture parameters and destroyed mode of prototype specimens and repaired specimens are analyzed and contrasted.The results of the experiments indicate that the fracture capability and carrying capacity of the repaired specimens are remarkably improved which show that epoxy injection is an adequate method for repairing cracked concrete.Instead,the test values of fracture parameters from concrete specimens repaired by MOC are decreased.The results can be provided for references of the engineering application of epoxy and MOC in repairing concrete.
出处
《结构工程师》
北大核心
2015年第1期155-161,共7页
Structural Engineers
基金
江苏省高等职业院校国内高级访问学者计划资助项目(编号FX073)
