Park Kyungho, Kim Daehyeon
Department of Civil Engineering, Chosun University, Gwangju 501-759, Korea.
Materials (Basel). 2016 Mar 29;9(4):244. doi: 10.3390/ma9040244.
This study analyzed uniaxial compression strength over time by preparing a homogel specimen from a bio grouting material, a cement-like form produced by environment-friendly microbial reactions. Among chemical grouting methods, the most commonly used method is the Labile Waterglass method. In this study, the homogel uniaxial compressive strength of Labile Waterglass (LW) injection material and that of bio grouting material were measured and analyzed. In order to perform the experiment, a total of 10 types of grouting mixing ratios were prepared by a combination of different materials such as Ordinary Portland Cement, Micro Cement, Bio Grouting Material and Sodium Silicate. They were cured in the air, and their homogel uniaxial compression strengths were measured on days 1, 3, 7 and 28 Based on the test results, it was confirmed that the uniaxial strength of the specimen made with Bio Grouting Material, Ordinary Portland Cement and Micro Cement was increased by more than 30% than that of the specimen only used with Ordinary Portland Cement, as a result of hydrogen-released heat reaction between calcium carbonate, the main ingredient of the bio grouting material, and calcium silicate in the cement. This indicates that the use of 30% bio-grouting material instead of cement in the grouting can be a reasonable mixing ratio to save the use of cement, leading to reduction in CO₂ emission.
本研究通过用一种生物注浆材料制备均质凝胶试样来分析随时间变化的单轴抗压强度,该生物注浆材料是一种通过环境友好型微生物反应产生的水泥状物质。在化学注浆方法中,最常用的方法是不稳定水玻璃法。在本研究中,对不稳定水玻璃(LW)注入材料和生物注浆材料的均质凝胶单轴抗压强度进行了测量和分析。为了进行实验,通过将普通硅酸盐水泥、微水泥、生物注浆材料和硅酸钠等不同材料组合,共制备了10种注浆配合比。它们在空气中养护,并在第1、3、7和28天测量其均质凝胶单轴抗压强度。根据试验结果,证实了由于生物注浆材料的主要成分碳酸钙与水泥中的硅酸钙之间的氢释放热反应,用生物注浆材料、普通硅酸盐水泥和微水泥制成的试样的单轴强度比仅使用普通硅酸盐水泥的试样提高了30%以上。这表明在注浆中使用30%的生物注浆材料代替水泥可能是一种合理的配合比,以节省水泥的使用,从而减少二氧化碳排放。