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The influence of brick dust and crushed brick on the properties of lime-based mortars exposed at elevated temperatures

机译:砖尘和压碎砖对升高温度暴露的石灰基砂浆性能的影响

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摘要

Brick residues, such as brick dust and crushed brick, have been diachronically used in historic mortars, both as binders and aggregates. Their application served as a mean to increase the pozzolanicity of the matrixes, enhancing resistance to humidity, decrease the density of the mixtures and add special hue to the structures. On the other hand, the performance of traditional mortars at elevated temperatures is a sig-nificant aspect that should be taken into account, in order to assess the preservation state and residual capacity of historic structures, as well as to design fire resistant restoration materials, under the prism of compatibility. In this study, three mortar series were manufactured, based on lime (L), lime : natural pozzolan (LP-1:1 by weight), lime : natural pozzolan : brick dust (LPB-1:0.8:0.2 by weight). In order to envisage the role of crushed brick in the matrix, they substituted the 40% of natural aggregates in the same gradation (0 & ndash;8 mm). The physico-mechanical properties of the mortars were tested at 28 and 90 days, while they were further exposed at elevated temperatures, concerning 200 degrees C, 400 degrees C, 600 degrees C, 800 degrees C and 1000 degrees C. Their post fire properties (physico-mechanical, microstructural) were recorded, so as to iden-tify the preferable testing age of lime-based mortars and the impact of brick residues on their behavior. From the evaluation of the results, it was asserted that the 90d age seems to be more representative, while crushed brick and brick dust enhanced structural integrity throughout extreme temperatures.(c) 2021 Elsevier Ltd. All rights reserved.
机译:砖块(如砖灰尘和碎砖)已经在历史迫击炮中使用砖粉尘和碎砖砖,无论是粘合剂和聚集体。它们的应用作为增加基质的火山灰的平均值,增强湿度的抗性,降低混合物的密度并向结构添加特殊色调。另一方面,在高温下的传统迫击炮的性能是一个奇数的方面,应该考虑到历史结构的保存状态和剩余容量,以及设计耐火修复材料,在兼容性的棱镜下。在这项研究中,基于石灰(L),石灰(LP-1:1重量),石灰:天然波利:砖粉尘(LPB-1:0.8:0.2重量),制造了三个砂浆系列。为了设想压碎砖在基质中的作用,它们在相同的灰度(0– 8 mm)中取代了40%的自然聚集体。在28和90天测试砂浆的物理机械性能,同时在升高的温度下进一步暴露,涉及200℃,400℃,600℃,800℃和1000摄氏度的升高。它们的消防性质记录(物理 - 机械,微观结构),以便识别基于石灰的砂浆的优选测试时代和砖残留对其行为的影响。从评估结果来看,90D年龄似乎是更具代表性的,而碎砖和砖粉尘增强了整个极端温度的结构完整性。(c)2021 elestvier有限公司保留所有权利。

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