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Experimental study on mixture ratio design of high-performance concrete used on high-speed ballastless railway

机译:高速压缩铁路使用高性能混凝土混合比设计的试验研究

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摘要

High-performance concrete is designed with high strength, high durability and high workability andis used for a particular purpose and environment. Considering the working characteristics anddurability requirements of high-speed ballastless railway, experimental study on mix proportiondesign and maintenance measures of C60 high-strength concrete are conducted. It is proposedfrom the orthogonal test that the optimal mixture ratio scheme for high-performance concreteused on high-speed ballastless railway is that water–cement ratio is 0.29, sand ratio is 38% andadmixture ratio of the total cementitious material is 10%. The influence regularity is obtained oncompressive strength at different periods of high-performance concrete by main influencingfactors such as water–cement ratio, admixture amount, sand rate, etc. Tests show thatwater–cement ratio affects the later strength while admixture amount affects the early strengthand sand rate has little effect.
机译:高性能混凝土设计具有高强度,高耐久性和高可加工性和用于特定的目的和环境。考虑到工作特征和高速禁止式铁路的耐用性要求,混合比例的实验研究进行了C60高强度混凝土的设计和维护措施。它是提议的从正交试验,高性能混凝土的最佳混合比方案用于高速禁止式铁路的是水水坑比为0.29,砂比为38%,总水泥材料的混合物比例为10%。影响有影响规律主要影响力在不同时期的抗压强度水管比例,混合物量,沙率等的因素表明水水泥率影响后来的强度,同时混合量影响早期强度沙息几乎没有效果。

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