Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Taiwan, ROC.
J Environ Manage. 2010 Jan-Feb;91(3):638-45. doi: 10.1016/j.jenvman.2009.09.027. Epub 2009 Dec 9.
In this study, controlled low-strength concrete (CLSC) is mixed using different water-to-binder (W/B) ratios (1.1, 1.3 and 1.5) and various percentages of sand substituted by waste LCD glass sand (0%, 10%, 20% and 30%). The properties of the fresh concrete, including compressive strength, electrical resistivity, ultrasonic pulse velocity, permeability ratio and shrinking of the CLSC, are examined. Results show that increases in amount of waste glass added result in better slump and slump flow, longer initial setting time and smaller unit weight. Compressive strength decreases with increasing W/B ratio and greater amounts of waste glass added. Both electrical resistivity and ultrasonic pulse velocity increase with increases in amount of waste glass and decreases in W/B ratio. On the contrary, the permeability ratio increases with increases in W/B ratio, but decreases with greater amounts of waste glass added. CLSC specimens cured for different durations show little changes in length with shrinkage below 0.025%. Our findings reveal that CLSC mixed using waste LCD glass in place of sand can meet design requirements. Recycling of waste LCD glass not only offers an economical substitute for aggregates, but also an ecological alternative for waste management.
在这项研究中,使用不同的水胶比(1.1、1.3 和 1.5)和不同比例的废液晶玻璃砂代替砂(0%、10%、20%和 30%)来混合控制低强度混凝土(CLSC)。测试了新拌混凝土的性能,包括抗压强度、电阻率、超声波脉冲速度、渗透率比和 CLSC 的收缩。结果表明,随着废玻璃用量的增加,坍落度和坍落度流动度增加,初凝时间延长,单位重量减小。抗压强度随水胶比的增加和废玻璃用量的增加而降低。电阻率和超声波脉冲速度随废玻璃用量的增加和水胶比的降低而增加。相反,渗透率比随水胶比的增加而增加,但随废玻璃用量的增加而降低。养护不同时间的 CLSC 试件的收缩率低于 0.025%时,长度变化很小。研究结果表明,用废液晶玻璃代替砂混合的 CLSC 可以满足设计要求。废液晶玻璃的回收不仅为骨料提供了经济替代物,而且为废物管理提供了生态替代物。