Impact of Mixing and Curing Temperatures on UHPFRC Properties

J. Charron, C. Androuët, Olivier Deaux
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引用次数: 0

Abstract

First structural applications in ultra-high performances fiber reinforced concretes (UHPFRC) were mainly precast solutions, such as bridge components and architectural panels. In that context, most studies concerning the impact of temperature on UHPFRC properties concerned high curing temperatures feasible in precast industry where a high control of the production process can be obtained. More recent applications of UHPFRC concerned also cast-in-place solutions involving field-cast joints and thin repairs. Limited data is available on the impact of low to moderate mixing and curing temperatures found on construction sites. This paper describes a research project focused on the evaluation of fresh state and hardened properties of UHPFRC in realistic cast-inplace conditions. UHPFRC were produced between 10 to 30 °C and cured between 10 to 35 °C, measurements of slump flow, air content, density, compressive and bending strengths are presented and discussed.
混合和固化温度对UHPFRC性能的影响
超高性能纤维增强混凝土(UHPFRC)的最初结构应用主要是预制解决方案,如桥梁构件和建筑面板。在这种情况下,大多数关于温度对UHPFRC性能影响的研究都涉及在预制工业中可行的高固化温度,因为可以获得对生产过程的高度控制。UHPFRC最近的应用还涉及现场浇筑接头和薄型修复的就地浇筑解决方案。关于在建筑工地发现的低至中等混合和固化温度的影响的数据有限。本文介绍了在实际浇筑条件下UHPFRC新鲜状态和硬化性能评价的研究项目。UHPFRC的生产温度在10 ~ 30℃之间,固化温度在10 ~ 35℃之间,对坍落度、空气含量、密度、抗压强度和抗弯强度的测量进行了介绍和讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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