首页> 外文期刊>Materials and structures >Development of a universal accelerated test for alkali-silica and alkali-carbonate reactivity of concrete aggregates
【24h】

Development of a universal accelerated test for alkali-silica and alkali-carbonate reactivity of concrete aggregates

机译:建立通用的混凝土骨料碱硅和碱碳酸盐反应性加速试验

获取原文
获取原文并翻译 | 示例
       

摘要

A universal accelerated test for both alkali-silica and alkali-carbonate reactivity was proposed based on extensive comparative studies on existed Accelerated Mortar Bar Test (AMBT), (e.g., ASTM C1260, CSA A23. 2-25A, RILEM TC191-ARP-AAR02) and Chinese accelerated procedures. A single size fraction of 2.5-5.0 mm aggregate particles is used in the test instead of five-graded requirements in the AMBT, and 0.15-0.80 mm fine particles for ASR, 5-10 mm particles for ACR in existed Chinese accelerated tests. Three short-fat bars, 40 × 40 × 160 mm, made at fixed cement-aggregate ratio of 1:1, and water-cement ratio of 0.33 are used and the length change of the bars is monitored till 28 days in 1 M NaOH solution at 80℃ after being soaked in 80℃ water for 24 h. Over 40 kinds of aggregates from various origins, which include both ASR and ACR aggregates and show a broad range of reactivity levels in the concrete prism test (CPT), were used to evaluate the reliability of the new test in this study. Experimental results indicate that, for ASR aggregates, the new test gives a better indication than the AMBT does of both the reactiveonre-active characteristic and reactive levels of almost all tested aggregates based on an acceptance criteria of 0.093% at 14 days, although some very highly reactive aggregates show low expansions relative to the CPT. The "abnormal" low expansion of some highly reactive aggregate in the test is mainly due to the rapid formation and loss of fair amount of low viscosity ASR product into the soaking alkali solution. The results on some typical ACR aggregates usually undetected by the AMBT show that the new test gives the same outcome as using 5-10 mm particles in the Chinese Accelerated Concrete Microbar Test for ACR aggregates and is in agreement with the CPT, which suggests that it has good potentials to be used for ACR aggregate when an expansion criteria of 0.1% after 28 days is used.
机译:基于对现有的加速砂浆棒试验(AMBT)的广泛比较研究,提出了一种用于碱硅石和碱碳酸盐反应性的通用加速试验(例如,ASTM C1260,CSA A23。2-25A,RILEM TC191-ARP-AAR02 )和中文加速程序。测试中使用的是2.5-5.0毫米的单个聚集体颗粒,而不是AMBT中的五级要求,在现有的中国加速试验中,ASR的颗粒为0.15-0.80毫米,ACR的颗粒为5-10毫米。使用三根短脂钢筋,其固含量为1:1,水泥固结比为1:1,水灰比为0.33,固定尺寸为40×40×160 mm,在1 M NaOH中监测钢筋的长度变化直至28天溶液在80℃的水中浸泡24小时后,在80℃的温度下溶解。来自不同来源的40多种骨料,包括ASR和ACR骨料,在混凝土棱镜试验(CPT)中显示出广泛的反应性水平,被用于评估这项研究中新试验的可靠性。实验结果表明,基于14天的0.093%的接受标准,对于ASR骨料,新的测试比AMBT更好地表明了几乎所有被测骨料的反应性/非反应性特征和反应性水平。相对于CPT,一些反应性非常高的聚集体显示出较低的膨胀。测试中某些高反应性聚集体的“异常”低膨胀主要是由于迅速形成,并且大量的低粘度ASR产品损失到了浸泡的碱溶液中。 AMBT通常无法检测到的一些典型ACR骨料的结果表明,新测试的结果与在中国加速混凝土微棒试验中对ACR骨料使用5-10 mm颗粒的结果相同,这与CPT一致,这表明当在28天后使用0.1%的扩展标准时,具有用于ACR聚合的良好潜力。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号