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High-Performance Plain and Fibrous Latex-Modified and Microsilica Concrete Overlays

机译:高性能普通和纤维乳胶改性和硅微混凝土覆盖层

摘要

An extensive laboratory experimental program was conducted to develop high-performance fibrous latex-modified concrete (LMC) and microsilica concrete (MSC) overlay mixtures based on target performance characteristics. The designed LMC and MSC overlay normal weight mixtures have the desired workability, 28-dayf′c and fr greater than 41 and 4.5 MPa, respectively, drying shrinkage less than 600 μ[variant_greek_epsilon] at 90 days, low permeability, and adequate hardened air-void parameters. In comparison, the LMC showed lower shrinkage and permeability values than the MSC. The fibrous LMC and MSC mixtures experienced toughness indices I30 values in the range of 8.78–16.42 and had lower shrinkage values than identical mixtures without fibers. In addition, the values of residual strength factors reflect the same fact that synthetic and steel fibers were very effective in recovering the load in postcracking range. The entire overlay types showed high bond strengths as a result of the excellent surface preparation using water-jet blasting. The careful implementation of the right procedures of mixing, placing, finishing, and curing significantly assisted in producing crack-free overlay applications with high bond strengths.
机译:根据目标性能特征,进行了广泛的实验室实验计划,以开发高性能纤维状乳胶改性混凝土(LMC)和微硅石混凝土(MSC)覆盖层混合物。设计的LMC和MSC叠加正常重量混合物具有所需的可加工性,分别为28天的f'c和fr大于41和4.5 MPa,在90天时的干燥收缩率小于600μ[variant_greek_epsilon],低渗透性和足够的硬化空气-void参数。相比之下,LMC的收缩率和渗透率值比MSC低。纤维状LMC和MSC混合物的韧性指数I30值在8.78–16.42范围内,并且收缩率值低于不含纤维的相同混合物。此外,残余强度因子的值反映出相同的事实,即合成纤维和钢纤维在恢复裂化后范围内的载荷方面非常有效。由于使用喷水喷砂进行了出色的表面处理,因此整个覆盖层类型均显示出高粘结强度。认真执行正确的混合,放置,精加工和固化程序,可以极大地帮助生产出具有高粘结强度的无裂纹覆盖层应用。

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