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Performance evolution of the interfacial transition zone (ITZ) in recycled aggregate concrete under external sulfate attacks and dry-wet cycling

机译:外来硫酸盐侵蚀和干湿循环下再生骨料混凝土中界面过渡区(ITZ)的性能演变

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Performance evolution of different types of interfacial transition zones (ITZs) contained in recycled aggregate concrete (RAC) under external sulfate attacks coupled with dry-wet cycling is experimentally studied in the labotrary. Comparisons are made between different ITZs in the erosion products, the morphology changes, and the microhardness evolution. Changes in the pore structure and microhardness of the old and new mortars are also discussed. Test results show that sulfate ions accumulate faster in RAC than in natural aggregate concrete (NAC), while the erosion products are the same. Erosion occurs in all ITZs but the predominant erosion prodcuts are not identical: AFt and gypsum are found in new ITZs (i.e., ITZ(1) between the unwrapped old virgin aggregate and the new mortar, and ITZ(3) between the old and the new mortars), while in the old ITZ(2) (embedded inside RA between the old virgin aggregate and the adhering old mortar), fewer gypsum crystals can be seen; due to the dry-wet cycling, thenardite crystals are generated but mainly in ITZ(1) near the exposure surface. It is also found that the size of AFt in ITZ(1) and ITZ(3) is larger than that in ITZ(2). The microhardness of ITZs and cement mortars is found to first increase and then decrease with the growth of the erosion age. The old ITZ(2) presents the most stabilized performance thereby manifesting itself better to resist the sodium sulfate attacks compared to the new ITZ(1) and ITZ(3). The old mortar is inferior to both the new mortar and the ITZs in resisting sulfate attacks at a long erosion age. The new ITZ(1) and ITZ(3), as well as the old cement mortar, should be thereby identified to be the predominant weak points in RAC under external sulfate attacks, on the micro scale. This paper also suggests enhancing these weak points for the purpose of improving RAC's resistance to sulfate attacks in dry-wet cyclic environments. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在labortrary中,通过实验研究了再生骨料(RAC)中包含的不同类型界面过渡区(ITZ)在外部硫酸盐侵蚀下与干湿循环相结合的性能演变。对腐蚀产物中不同的ITZ,形态变化和显微硬度演变进行了比较。还讨论了新旧砂浆的孔结构和显微硬度的变化。测试结果表明,硫酸盐离子在RAC中的累积速度比天然骨料混凝土(NAC)快,而侵蚀产物却相同。侵蚀发生在所有ITZ中,但主要的侵蚀产物并不相同:在新的ITZ中发现了AFt和石膏(即,未包裹的旧原始骨料和新砂浆之间的ITZ(1),以及旧的和旧的之间的ITZ(3))。新的迫击炮),而在旧的ITZ(2)(埋在RA内,位于旧的原始骨料和粘附的旧迫击炮之间)中,可以看到较少的石膏晶体;由于干湿循环,生成了芒硝晶体,但主要在暴露表面附近的ITZ(1)中产生。还发现ITZ(1)和ITZ(3)中AFt的大小大于ITZ(2)中AFt的大小。人们发现,随着侵蚀年龄的增长,ITZ和水泥砂浆的显微硬度会先增加然后降低。与新的ITZ(1)和ITZ(3)相比,旧的ITZ(2)表现出最稳定的性能,因此更能抵抗硫酸钠的侵蚀。旧砂浆在长时间腐蚀下抵抗硫酸盐侵蚀的性能不如新砂浆和ITZ。因此,应从微观上确定新的ITZ(1)和ITZ(3)以及旧的水泥砂浆是RAC在外部硫酸盐侵蚀下的主要弱点。本文还建议增强这些弱点,以提高RAC在干湿循环环境中对硫酸盐侵蚀的抵抗力。 (C)2019 Elsevier Ltd.保留所有权利。

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