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首页> 外文期刊>Journal of advanced concrete technology >Stray Current-Induced Development of Cement-Based Microstructure in Water-Submerged, Ca(OH)2-Submerged and Sealed Conditions
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Stray Current-Induced Development of Cement-Based Microstructure in Water-Submerged, Ca(OH)2-Submerged and Sealed Conditions

机译:杂散电流诱导的Ca(OH) 2 浸没和密封条件下水泥基微结构的发展

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摘要

This work reports on the development of microstructural and mechanical properties of mortar cubes under the synergetic action of stray current and various environmental/curing conditions. The study refers to specimens cured for 24h only, followed by a 112 days period of partial or full submersion in water or alkaline medium. Additionally, equally prepared mortar specimens were tested in sealed conditions. The outcomes for submerged and saturated conditions were compared to sealed conditions. Three current density regimes were employed i.e. 1 A/m~(2), 100 mA/m~(2), and 10 mA/m~(2), simulating different levels of stray (DC) current environment. The highest level of 1A/m~(2) was also comparable to stray current densities, as measured in field conditions. The tests were designed in a way, so that the effects of diffu-sion-controlled transport (ions leaching due to concentration gradients), were distinguished from migration-controlled ones (ion/water transport in stray current conditions). Mechanical, microstructural and electrical properties were moni-tored throughout the test. For water-conditioned specimens, the stray current was found to accelerate degradation pro-cesses. This was reflected by decreased compressive strength, reduced electrical resistivity and increased porosity of the matrix. The results were attributed to leaching-out of alkali ions due to concentration gradients, where except diffusion, migration took place i.e. the leaching-out effect was accelerated by water and ions migration in conditions of stray cur-rent flow. In contrast, stray current flowing through mortar in sealed conditions (as well as through mortar in alkaline medium) resulted in increased compressive strength and electrical resistivity. These were accompanied by densification of the bulk matrix and reduced porosity. It can be concluded that for a cement-based material at early hydration age, both positive and negative effects of stray current flow can be expected. The level and direction of these effects are dependent on the external environment and the current density levels, where stray currents above 100 mA/m~(2) and in conditions of concentration gradients with the external medium, would lead to more pronounced negative effects on microstructural and micromechanical performance.
机译:这项工作报告了在杂散电流和各种环境/固化条件的协同作用下,砂浆立方体的微观结构和力学性能的发展。该研究仅针对样品固化24小时,然后将其部分或完全浸入水或碱性介质中112天。此外,在密封条件下测试了均质砂浆试样。将淹没和饱和条件下的结果与密封条件进行比较。采用了三种电流密度机制,分别模拟1 A / m〜(2),100 mA / m〜(2)和10 mA / m〜(2),以模拟不同水平的杂散(DC)电流环境。在现场条件下测得的最高水平1A / m〜(2)也可与杂散电流密度相媲美。以某种方式设计测试,以便将扩散控制传输(由于浓度梯度而浸出的离子)的影响与迁移控制传输(在杂散电流条件下的离子/水传输)的影响区分开。在整个测试过程中,均会监控机械,微观结构和电气性能。对于经过水处理的样品,发现杂散电流会加速降解过程。这通过降低的抗压强度,降低的电阻率和增加的基体孔隙率反映出来。结果归因于浓度梯度引起的碱金属离子的浸出,除了扩散以外,发生了迁移,即在杂散电流条件下水和离子的迁移加速了浸出作用。相反,杂散电流在密封条件下流过砂浆(以及在碱性介质中流过砂浆)会导致压缩强度和电阻率增加。这些伴随着本体基质的致密化和降低的孔隙率。可以得出结论,对于处于水合作用初期的水泥基材料,杂散电流的正反作用都是可以预期的。这些影响的程度和方向取决于外部环境和电流密度水平,其中高于100 mA / m〜(2)的杂散电流以及在与外部介质的浓度梯度条件下,会对电流产生更明显的负面影响。微结构和微机械性能。

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