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超限游离氧化钙混凝土的体积安定性试验
Volume Stability Test of Over-Limit Free-CaO Concrete
【摘要】 通过试验条件诱发游离氧化钙(f-CaO)发生反应,以检验混凝土的体积安定.试验结果表明:f-CaO超限是可能引起混凝土体积安定性的影响因素;对芯样进行严格的湿热工艺处理后,芯样线变化率和抗压强度均在允许的范围内,该工程项目不用拆除可继续施工;经过持续13a的观测,未发现由于f-CaO安定性引起的工程质量异常.
【Abstract】 Under the test conditions,free-CaO reaction was induced,the concrete volume stability was inspected.The experimental results show that over-limit free-CaO is the main factor causing the cement volume stability.After the strict heat-moisture treatment for core sample,both the line change rate and compressive strength were within the permitted range.Consequently,the engineering needs not to be demolished,the construction continued as usual,under observation lasting for 13years,no abnormal structure damage due to f-CaO volume stability has been found.
【关键词】 游离氧化钙;
混凝土;
体积安定性;
结构损伤;
材料试验;
膨胀应力;
【Key words】 free-CaO; concrete; volume stability; structure damage; material test; swelling stress;
【Key words】 free-CaO; concrete; volume stability; structure damage; material test; swelling stress;
【基金】 福建省自然科学基金资助项目(2011J01320);中央高校基本科研业务费专项资金,国务院侨办科研基金资助项目(11QZR15);国家公益性行业科研专项(201111020-2)
- 【文献出处】 华侨大学学报(自然科学版) ,Journal of Huaqiao University(Natural Science) , 编辑部邮箱 ,2014年03期
- 【分类号】TU528
- 【被引频次】5
- 【下载频次】107