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EARLY-AGE TEMPERATURE RISES IN GGBS CONCRETE: PART 1: DETERMINATION OF T_1 VALUES

机译:GGBS混凝土的早期温度升高:第1部分:T_1值的测定

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To prevent early-age thermal cracking in massive and water-retaining concrete structures, crack control reinforcement is required. The amount of crack control reinforcement needed is proportional to the temperature fall from peak temperature to mean ambient temperature (T_1). Several technical documents are available that assist in this, including CIRIA Report 91 and BD 28. However, these documents give rather scarce information with regard to blended cements. This paper describes the development of T_1 values, based on a series of heat evolution tests and established hydration models, to generate data for 'low heat' ggbs cements. The data were generated by computer programs developed and covered a range of cement combinations from 0% to 90% ggbs content by mass. Data for two formwork types, four section thicknesses and four cement contents were calculated using two methods, and the results compared with those in CIRIA Report 91. Similar results were obtained. The comparison showed that in the CIRIA Report data range, the calculation results were generally similar or slightly higher for steel formwork; whereas for other ggbs content, the estimates were compatible with the recommendations given in CIRIA Report 91. Based on the findings, the data provided in this paper may be used as supplementary design data alongside CIRIA Report 91 to enable calculations of T_1 to be made for ggbs cements meeting the 'low heat' cement class.
机译:为防止在巨大和水保管混凝土结构中的早期热裂纹,需要裂缝控制增强。所需的裂缝控制增强量与从峰值温度下降到平均环境温度(T_1)的温度成比例。有几项技术文件可协助这一点,包括CIRIA报告91和BD 28.然而,这些文件给出了混合水泥的信息。本文介绍了基于一系列热演化试验和建立的水合模型的T_1值的开发,以产生“低热量”GGBS水泥的数据。数据由计算机程序生成并覆盖一系列水泥组合从0%到90%的GGB含量质量。使用两种方法计算两个模板类型,四个截面厚度和四个水泥内容物,结果与CiRia报告91中的结果相比。获得了类似的结果。比较表明,在CIRIA报告数据范围内,计算结果通常相似或略高于钢形状;鉴于其他GGB内容,估计值与CiRIA报告91中给出的建议兼容。根据调查结果,本文提供的数据可以用作Ciria报告91的补充设计数据,以实现T_1的计算GGBS CENDES会遇到“低温”水泥等级。

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