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Research on Properties of Foamed Concrete Reinforced with Small Sized Glazed Hollow Beads

机译:用小尺寸玻璃空心珠加固泡沫混凝土的性能研究

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摘要

Foamed concrete (400 kg/m3) was prepared through a physical foaming method using ordinary Portland cement (42.5R), vegetable protein foaming agent, fly ash, and glazed hollow beads (GHB, K46) as raw materials. The performance of cement paste as well as the structure and distribution of air voids was characterized by rheometry, SEM, and XRD analyses with imaging software. The effects of GHBs on the compressive strength and thermal conductivity of the foamed concrete sample were also explored. Results show that the proportion of 50–400 μm air voids, average air-void diameter, 28 d compressive strength, and thermal conductivity of the test sample mixed with 2.4 wt% GHBs are 94.44%, 182.10 μm, 2.39 MPa, and 0.0936 w/(m·k), respectively. Excessive amount of GHBs (>2.4 wt%) increases the amount of air voids with diameter smaller than 50 μm in the hardened foamed concrete as well as the degree of open porosity. Moreover, the proportion of 50–400 μm air voids, average air-void diameter, 28 d compressive strength, and thermal conductivity of the sample mixed with 4.0 wt% GHBs are 88.54%, 140.50 μm, 2.05 MPa, and 0.0907 w/(m·k), respectively.
机译:通过使用普通波特兰水泥(42.5R),植物蛋白发泡剂,粉煤灰和釉面空心珠(GHB,K46)作为原料,通过物理发泡方法制备泡沫混凝土(400kg / m3)。通过成像软件的流变学,SEM和XRD分析表征水泥浆料的性能以及空隙的结构和分布。还探讨了GHB对泡沫混凝土样品的抗压强度和导热率的影响。结果表明,50-400μm空隙,平均空隙直径,28d压缩强度和与2.4wt%GOM的试样的比例为94.44%,182.10μm,2.39MPa和0.0936W /(m·k)分别。过量的GHBS(> 2.4wt%)增加了硬化发泡混凝土中直径小于50μm的空隙量以及开放孔隙度。此外,50-400μm空隙的比例,平均空隙直径,28d压缩强度和与4.0wt%GHBS混合的样品的导热率为88.54%,140.50μm,2.05mPa和0.0907 w /( m·k)分别。

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