Effects of Placement Interval of High-Fluidity Concretes

K. Fujii, T. Kemi, G. Shimizu, M. Sakuta, Y. Unisuga
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Abstract

High fluidity concrete has been used to meet requirements for marine construction thanks to its superior durability and ease of placing. High-fluidity concrete, however, having high viscosity and less bleeding, may form cold joints that may harm the uniformity of the structure. We have conducted a series of experiments to study the effect of interval and method of making joints on the strength of placing-joint of three types of high-strength and high-fluidity concrete and two types of high-fluidity lightweight concrete for marine construction. The strength of the placing-joint has shown no substantial degradation compared to those without placing-joint by rodding the joint within 120 minutes after the first placing under an ambient temperature of 20 deg C, while specimens without rodding, cured under the standard water bath, have shown 2/3 of the strength of those without placing-joint at an interval of placement less than 60 minutes.
高流动性混凝土浇筑间隔的影响
高流动性混凝土由于其优异的耐久性和易于放置而被用于满足海洋建筑的要求。然而,高流动性混凝土具有高粘度和较少的出血,可能形成冷缝,这可能会损害结构的均匀性。通过一系列试验,研究了三种高强高流度混凝土和两种高流度轻量混凝土的缝缝间距和缝缝方式对海工混凝土缝缝强度的影响。在20℃的环境温度下,第一次放置后120分钟内打棒,与未打棒的试件相比,其强度没有明显下降,而未打棒的试件,在标准水浴下固化,在放置间隔小于60分钟的时间内,其强度达到未打棒试件的2/3。
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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