首页> 外文期刊>Arabian Journal for Science and Engineering. Section A, Sciences >Investigating Transport Properties of Low‑Binder Ultrahigh‑Performance Concretes: Binary and Ternary Blends of Nanosilica, Microsilica and Cement
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Investigating Transport Properties of Low‑Binder Ultrahigh‑Performance Concretes: Binary and Ternary Blends of Nanosilica, Microsilica and Cement

机译:低粘合剂超高性能混凝土的运输性能:纳米硅,微米和水泥的二元和三元共混物

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摘要

This study examined low-binder ultrahigh-performance concrete (UHPC) when nanosilica (NS) and/or microsilica (MS) were incorporated in Portland cement (PC) in either binary or ternary blends. Two groups were created for this purpose, and they were divided based on the presence or absence of silica flume (SF). NS was used as a restricted substitute for cement by weight at five different percentages (0%, 0.5%, 1%, 2% and 3%). The total binder was 800 kg/m~3, and the ratio of water to binder was 1:5. Results demonstrated that optimum resistance to chloride permeability, gas permeability, sorptivity, water absorption and water penetration came from the 3% UHPC sample. The ternary blends of NS, PC and SF yielded better results than binary PC and NS blends. A 1% NS replacement gave similar effects to the UHPC properties investigated as a 10% MS replacement.
机译:该研究在二元或三元共混物中掺入纳米硅(NS)和/或微基团(MS)时检查了低粘合剂超高性能混凝土(UHPC)。为此目的创建两组,并且基于硅片(SF)的存在或不存在,分开它们。 NS用作限制替代水泥体重,以五种不同的百分比(0%,0.5%,1%,2%和3%)。总粘合剂为800 kg / m〜3,水与粘合剂的比例为1:5。结果表明,来自3%UHPC样品的氯化物渗透性,透气性,吸附性,吸水率和水渗透的最佳抗性。 NS,PC和SF的三元共混物比二元PC和NS混合物产生更好的结果。 1%NS替代物对UHPC特性进行了类似的效果,调查为10%MS更换。

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