Evaluation of Microcapsules Filled with Nano Magnesium Oxide for Self-Healing Concrete

Tabarek J. Qasim, A. Moosa, Zainab H. Mahdi
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Abstract

This study aims to investigate the effect of the addition of Nano MgO on the self-healing behavior of concrete. The Nano MgO wereadded to the concrete mixtures at ratios of (0.3, 0.4, 0.5, and 0.6) % by weight of cement, respectively. Then, the compressive strength, density, and water absorption were measured at ages (7, 14, and 28) days. The results showed that the best compressive strength, density, and lowest water absorption were obtained by mixing 0.4% MgO with the weight of cement. SEM and EDX were used to characterize the concrete samples. SEM examination of the concrete samples with 0.4% MgO by weight of cement showed a dense microstructure with no pores and the formation of CSH. Microcapsules containing cement with 0.4% Nano MgO were prepared using a fluidized bed coating process (Pelletization method). The microcapsules were then added to concrete with (7, 10, and 13) % of the cement's weight. Compressive strength, water absorption, density, flexural strength, and splitting tensile strength tests were performed to study concrete properties. According to the results, MgO microcapsules were used as a useful material for the self-healing cracking process. Fabrication of Microcapsules 1- Polystyrene was dissolved with toluene at a ratio of 1:10 using a magnetic stirrer for 30 minutes, 70 C°, at a speed of 80 rpm. 2- 100 gm of cement was mixed with 0.4 gm of Nano MgO using a hand mixer for 10 minutes. 3- To perform the pelletizing process (fluidized bed coating), the polyurethane material consisting of polystyrene with toluene was placed in the spray gun that was fixed in the device shown in Figure 1, and it was pumped at a pressure of 7-8 bar, and the air jet installed at the bottom of the device was operated to raise the mixture consisting of cement and nanomaterials that was pumped out. Using a fixed injection, pumping the polystyrene solution for 3 seconds to obtain the best powder coverage and forming microcapsules with a homogeneous powder core covered with polystyrene. 4- Extract the microcapsules collected at the top of the device. 5- Drying in a drying oven for two hours at a temperature of 60 C°. Casting and Curing of Test Specimens The superplasticizer has been added to the water and the mixture was mixed for 10 seconds, then the Nano MgO has been added and placed in a sonicator (Powersonic 410, Hwashin Technology Company, Korea) for 30 minutes. The mixture was then placed in a mixing bowl, and cement has been added gradually with continuous mixing using a homemade electrical mixer, sand was added to the mixture gradually, taking a mixing period of 4 minutes. Finally, microcapsules have been added gradually with continuous mixing for 2 minutes. The concrete mixture has been poured into three different types of molds into 9 samples for each test: cubic molds (50*50*50) mm3 for compressive strength test, cylindrical molds (150 mm length and 50mm diameter) for splitting tensile strength tests, and Prismatic molds (40*40*160) mm3 for flexural strength test, molds they have been prepared and oiled in advance. After completing the pouring process, a polyethylene cover has been placed to ensure that the mixing water did not evaporate for 24 hours. After that, the molds have been opened and the models have been placed in the treatment basins until the test time. Figure 3 show Mixing and casting. They also improved concrete compressive strength, water absorption, density, flexural strength, and splitting tensile strength. 10% weight was selected as the best addition that enhances the characteristics that may be used in construction.
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评估填充纳米氧化镁的微胶囊在混凝土自愈合中的应用
本研究旨在探讨添加纳米氧化镁对混凝土自愈合行为的影响。在混凝土混合物中添加纳米氧化镁的比例分别为水泥重量的 0.3%、0.4%、0.5% 和 0.6%。结果表明,在水泥重量中掺入 0.4% 的氧化镁可获得最佳的抗压强度、密度和最低的吸水率。扫描电子显微镜(SEM)和电离辐射显微镜(EDX)用于分析混凝土样品的特性。对掺入水泥重量 0.4% 的氧化镁的混凝土样品进行的扫描电镜检查显示,其微观结构致密,没有孔隙,并形成了 CSH。含有 0.4% 纳米氧化镁的水泥微胶囊是通过流化床涂覆工艺(造粒法)制备的。然后将微胶囊添加到水泥重量的 7%、10% 和 13%的混凝土中。通过抗压强度、吸水率、密度、抗折强度和劈裂拉伸强度试验来研究混凝土的性能。微胶囊的制造 1- 使用磁力搅拌器以 1:10 的比例将聚苯乙烯与甲苯溶解,在 70 摄氏度、80 转/分钟的转速下搅拌 30 分钟。2- 使用手动搅拌器将 100 克水泥与 0.4 克纳米氧化镁混合 10 分钟。3- 为了进行造粒过程(流化床涂层),将聚苯乙烯和甲苯组成的聚氨酯材料放入固定在图 1 所示装置中的喷枪中,以 7-8 巴的压力泵送,并操作装置底部的空气喷射器,使泵送出的水泥和纳米材料组成的混合物上升。采用固定喷射方式,将聚苯乙烯溶液泵送 3 秒钟,以获得最佳的粉末覆盖率,形成以聚苯乙烯覆盖的均匀粉末为核心的微胶囊。试样的浇注和固化将超塑化剂加入水中,混合 10 秒钟,然后加入纳米氧化镁,放入超声波仪(Powersonic 410,韩国 Hwashin Technology 公司)中 30 分钟。然后将混合物放入搅拌碗中,用自制的电动搅拌机持续搅拌,逐渐加入水泥,再逐渐加入沙子,搅拌时间为 4 分钟。最后逐步加入微胶囊,持续搅拌 2 分钟。混凝土混合物被浇注到三种不同类型的模具中,每种测试分为 9 个样品:立方体模具(50*50*50)mm3 用于抗压强度测试,圆柱形模具(长 150 毫米,直径 50 毫米)用于劈裂拉伸强度测试,棱柱形模具(40*40*160)mm3 用于抗折强度测试,这些模具都已提前准备好并涂油。完成浇注过程后,盖上聚乙烯盖,以确保混合水在 24 小时内不会蒸发。之后,模具被打开,模型被放置在处理池中,直到测试时间到来。图 3 显示了搅拌和浇注过程。它们还提高了混凝土的抗压强度、吸水性、密度、抗弯强度和劈裂拉伸强度。10% 的重量被选为最佳添加剂,可增强可用于建筑的特性。
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Evaluation of Microcapsules Filled with Nano Magnesium Oxide for Self-Healing Concrete An Investigation into the Additional Potential of Iron-Reducing Bacteria Harnessed for Gold Nanoparticle Synthesis Preparation, Optimization, and In-Vitro Release Study of Abemaciclib-Loaded Chitosan Nanocarrier as a New Approach for Breast Cancer Treatment Preparation, Optimization, and In-Vitro Release Study of Abemaciclib-Loaded Chitosan Nanocarrier as a New Approach for Breast Cancer Treatment Cutinase Immobilization on a Supramolecular Cage Protein Scaffold
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