评估经生物水泥后处理的混凝土砌块的性能和耐用性

Navaratnam Rathivarman , Sivakumar Yutharshan , Alakenthiran Kabishangar , Vignarajah Janani , Sivakumar Gowthaman , Thiloththama Hiranya Kumari Nawarathna , Meiqi Chen , Satoru Kawasaki
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引用次数: 0

摘要

由于水和化学物质通过微裂缝和表面空隙渗入,混凝土路面经常会加速老化。特别是侵蚀性介质进入混凝土基体后,会导致其发生不可逆转的变化,并使其耐久性下降。大量研究表明,疏水表面保护是提高混凝土耐久性的一种廉价而有效的方法。这项研究工作旨在评估生物水泥后处理的可行性,以促进疏水表面保护,从而提高混凝土砌块的性能和耐久性。酶诱导碳酸盐沉淀法(EICP)是一种很有前景的生物水泥方法。采用不同的处理方案和胶结介质配方,对四种不同等级的混凝土砌块进行了 EICP 处理。对处理后的砌块进行了吸水率、超声波脉冲速度(UPV)测量、无侧限抗压强度(UCS)、热性能和扫描电子显微镜(SEM)测试。结果表明,与对照砌块相比,经过 EICP 后处理的混凝土砌块吸水率降低了 55%,UCS 提高了 15%,UPV 提高了 6.7%。扫描电镜分析表明,EICP 后处理可在混凝土表面形成方解石层,并堵塞混凝土的传输孔道,从而提高混凝土砌块的耐久性。尽管本文所研究的大多数后处理策略都具有可操作性,但通过喷洒 0.5 mol/L 固结介质(CM)进行后处理的效果更好。通过这次成功的示范,可以向路面建筑行业推荐在使用混凝土砌块之前进行 EICP 处理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating the performance and durability of concrete paving blocks enhanced by bio-cement posttreatment
Concrete pavement often experiences accelerated deterioration due to water and chemical ingress through micro-cracks and surface voids. Particularly, the ingress of aggressive agents into the concrete matrix results in irreversible changes and deterioration on its endurance. Numerous studies unveiled that hydrophobic surface protection could be an inexpensive and effective way of enhancing the durability of concrete. This research work aims to assess the feasibility of bio-cement posttreatment for facilitating hydrophobic surface protection, thus enhancing the performance and durability of concrete blocks. Enzyme induced carbonate precipitation (EICP) is one of the promising bio-cement methods. Concrete blocks casted in four different grades were subjected to EICP treatment with different treatment schemes and recipes of cementation media. The treated blocks were tested for water absorption, ultrasonic pulse velocity (UPV) measurements, unconfined compressive strength (UCS), thermal performance, and scanning electron microscopy (SEM). The results indicated that the concrete blocks subjected to EICP posttreatment showed over a 55% reduction in water absorption, a 15% higher UCS and a 6.7% higher UPV when compared with control blocks. The SEM analysis suggested that the EICP posttreatment could enhance the durability of concrete paving blocks by enabling a layer of calcite on the surface and by plugging the transport pore channels of the concrete. Although most of the posttreatment strategies investigated herein were found to be operative, a better response was seen in the posttreatment by spraying scheme with 0.5 mol/L cementation media (CM). With the successful demonstration, the EICP treatment prior to the use of concrete blocks can be recommended to the pavement construction industry.
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