Stolarska Agata, Rucińska Teresa
Faculty of Civil and Environmental Engineering, Department of Building Physics and Building Materials, West Pomeranian University of Technology in Szczecin, al. Piastów 50A, 70-311 Szczecin, Poland.
Materials (Basel). 2021 Dec 18;14(24):7852. doi: 10.3390/ma14247852.
The subjects of this study were mortars with varying amounts of recycled ceramic aggregate (RCA). As part of the fine aggregate, the RCA volume share is 10%, 20%, 30%, 50% and 100%. First, fresh mixture parameters were evaluated, such as consistency and air content measurement by pressure method. Next, specimens were molded for compressive strength and flexural strength tests after 7, 28 and 56 days of curing. The thermo-humidity parameters of the composites, i.e., coefficient of capillary action and thermal conductivity coefficient were also investigated using nonstationary method. Sorption kinetics of the mortars at different moisture conditions at 20 °C were also evaluated. Sorption tests were carried out using two methods: TM and DVS. The sorption isotherms were plotted on the basis of equilibrium moisture content for the materials tested. The isotherms obtained by the two methods were evaluated. The results allowed us to draw conclusions on the physical and mechanical parameters of the composites with different amounts of RCA and to evaluate the ability to absorb moisture from the environment by these types of materials. A clear decrease in the compressive strength after 28 days of curing compared to the reference mortar was recorded after using 30% to 100% of RCA (approx. 26% to approx. 39%). Changes in flexural strength were significantly smaller, reaching no more than approx. 7.5%. It was shown that the amount of RCA translates into the ability to sorb moisture, which may affect the application of this type of composites. The amount of RCA translates also into the thermal conductivity coefficient, which decreased with increasing amount of RCA.
本研究的对象是含有不同数量再生陶瓷骨料(RCA)的砂浆。作为细骨料的一部分,RCA的体积份额分别为10%、20%、30%、50%和100%。首先,对新拌混合物参数进行评估,如通过压力法测量稠度和含气量。接下来,在养护7天、28天和56天后成型试件以进行抗压强度和抗弯强度试验。还采用非稳态法研究了复合材料的热湿参数,即毛细作用系数和导热系数。还评估了砂浆在20℃不同湿度条件下的吸附动力学。吸附试验采用两种方法进行:重量法(TM)和动态蒸汽吸附法(DVS)。根据测试材料的平衡水分含量绘制吸附等温线。对两种方法得到的等温线进行了评估。结果使我们能够得出关于不同RCA含量复合材料的物理和力学参数的结论,并评估这类材料从环境中吸收水分的能力。与参考砂浆相比,使用30%至100%的RCA后,养护28天后的抗压强度明显降低(约26%至约39%)。抗弯强度的变化明显较小,不超过约7.5%。结果表明,RCA的含量转化为吸湿能力,这可能会影响这类复合材料的应用。RCA的含量还转化为导热系数,导热系数随RCA含量的增加而降低。