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Analysis of Concrete Performance Used for Non-ballasted Track Base Plate Based on the Coupling Effect of Acid and Carbonization

机译:基于酸和碳化耦合效应的非镇静轨道基板混凝土性能分析

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Combining Shi Wu Passenger Dedicated Line and considering the effect of variety and content of mineral admixtures on concrete performance, the paper has investigated the microscopic structural's variation of C40 high performance used in non-ballasted track base plate under the coupling conditions of acid rain and carbonization by using micro-testing methods such as SEM and optimizing mix design. The effect of variation on concrete performance has also been analyzed. Results show that when the concrete was eroded in coupling conditions of acid rain and carbon corrosion, C40 high performance concrete specimens produced a certain amount of acicular and columnar ettringite, the surface structure was loose, and pore increased, in addition, plate Ca(OH)_2 crystal content gradually decreased with increasing of age, the concrete strength decreased, the maximum reducing value reached to 27%, what's more, the depth of neutralization increased with age. For different erosion pattern, its influence law was: S mode<ST mode<TS mode<T mode.
机译:结合施武客运专用线,考虑矿物混合物多样性和含量含量对混凝土性能的影响,研究了在酸雨和碳化耦合条件下非镇静轨道基板中使用的C40高性能的显微结构的变化通过使用SEM和优化混合设计等微观测试方法。还分析了变化对具体性能的影响。结果表明,当混凝土在酸雨和碳腐蚀的偶联条件下侵蚀时,C40高性能混凝土试样产生一定量的针状和柱状凝固矿石,表面结构松动,孔隙增加,此外,平安板(哦)_2晶体含量随着年龄的增加而逐渐降低,混凝土强度降低,最大减小值达到27%,更重要的是,中和深度随着年龄的增长而增加。对于不同的侵蚀模式,其影响法是:S模式

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