非硅酸盐高性能混凝土中多年形成的水泥基水合物产品

Daniel A. Geddes , Brant Walkley , Taku Matsuda , John L. Provis
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引用次数: 0

摘要

本文介绍了硅灰、高炉矿渣和粉煤灰混合物经化学活化后产生的 "零水泥混凝土"(ZCC)中产生优异力学性能的水化产物和微结构形成过程,该过程中使用了富含氧化钙的添加剂(商业上作为膨胀剂供应,但在本文中起化学活化作用)、高剂量的超塑化剂和极低的含水量。这些混凝土在 28 天时强度达到 70 兆帕,5 年后强度继续增加,超过 150 兆帕,无论是在密封条件下还是暴露在日本东京气候条件下的屋顶上。ZCC 的反应产物以 C-A-S-H 凝胶为主,并伴有不同层状双氢氧化物形式的铝酸盐水合物;这种非常规的水泥基掺合料产生了波特兰水泥和混合粘结剂系统中常见的反应产物。在这些混合料中作为细骨料使用的镍铁矿渣通过改变水化化学反应,对新态性和硬化态性的平衡做出了重要贡献。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multi-year cementitious hydrate product formation in non-Portland high performance concretes

This paper describes the hydration products and microstructural formation processes that yield excellent mechanical properties in “zero-cement concretes” (ZCC) produced by chemical activation of a blend of silica fume, blast furnace slag, and fly ash, using a CaO-rich additive (commercially supplied as an expansive agent but taking a chemical activation role here), a high superplasticizer dose, and a very low water content. These concretes reach 70 MPa at 28 days and then continue to gain strength beyond 150 MPa after 5 years, either under sealed conditions or exposed on a rooftop in the climate of Tokyo, Japan. The reaction products of ZCC are dominated by C-A-S-H gel, accompanied by aluminate hydrates of different layered double hydroxide forms; this unconventional cementitious blend yields reaction products that are familiar from Portland cement and blended binder systems. The ferronickel slag used as fine aggregate in these mixes makes an important contribution to the balance of fresh-state and hardened-state properties by modifying hydration chemistry.

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