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THE ITZ MICROHARDNESS OF POROUS CONCRETE UNDER ALTERNATION OF WETTING AND DRYING

机译:润湿和干燥条件下多孔混凝土的ITZ微晶硬度

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The failure mechanism of porous concrete (POC) under alternation of wetting and dryingwas studied by observing the change of ITZ microhardness (IMH) of different specimensunder different drying conditions. The results show that the influence of drying conditions onthe change of IMH is slight; When the paste W/C is in the range of 0.25-0.29, the influenceof W/C on the change of IMH is slight; IMH of the sample whose fly ash quantity is 40% ofthe cement quantity falls down continuously during alternation of wetting and drying whileIMH of other samples rises first and falls later; The admixture of slag added into the cementincreases IMH, but excessive amount of slag will reduce the increment. The admixture of flyash added into the cement has no great effect on IMH value, and Large amount of fly ashadded into the cement decreases IMH value; When the mixing of slag and fly ash is addedinto the cement, IMH increases remarkably. The combination of the wet-dry experimentalresults of POC in past studies and the experimental results in this paper implies that theresistance property of alternation of wetting and drying of porous concrete falls down if theIMH is too high or too low.
机译:通过观察不同试样在不同干燥条件下的ITZ显微硬度(IMH)的变化,研究了多孔混凝土在湿润和干燥交替作用下的破坏机理。结果表明,干燥条件对IMH变化的影响很小。当浆料的W / C在0.25-0.29的范围内时,W / C对IMH的变化的影响很小。粉煤灰量为水泥量的40%的样品的IMH在干湿交替过程中连续下降,而其他样品的IMH先上升后下降。添加到水泥中的矿渣掺混物增加了IMH,但是过量的矿渣会减少增量。掺入水泥中的粉煤灰对IMH值影响不大,大量掺入水泥中的粉煤灰降低IMH值。当将矿渣和粉煤灰的混合物添加到水泥中时,IMH显着增加。以往研究中POC的干湿试验结果与本文的实验结果相结合,表明如果IMH太高或太低,多孔混凝土的润湿和干燥交替的抗性会下降。

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