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The utility of a bimolecular expression to describe the heat generation and temperatures in curing Class HP concrete

机译:双分子表达式在描述HP级混凝土固化过程中产生的热量和温度的实用性

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摘要

For several days after concrete is poured, atmospheric conditions influence the hydration reactions of concrete's binder components ad so may influence its long-term durability. Accurate and moisture forecasts would help engineers determine an optimal pour time. Some existing curing concrete models include complicated chemistry and/or microstructure development parameterizations or do not allow for mix design changes. A bimolecular heat generation expression that is simple but sufficiently detailed to account for mix design changes was improved for Class HP concrete. Analysis of published calorimetry data and those determined in this study indicated that a second-order formulation adequately describes the heat generation. Class HP binder has an activation energy of approx 35 kJ mol~(-1). After 72 h, Class HP pastes evolved 250-280 kJ kg~(-1). A method to account for the effect of retarders on Stage II length and Stage III hydration rates was developed. A curing concrete bridge model with the bimolecular expression predicted concrete temperatures to within 2 deg C of observed temperatures and reasonable 72-h hydration factions (approx 6).
机译:浇筑混凝土后的几天里,大气条件会影响混凝土粘合剂成分的水化反应,因此可能会影响其长期耐久性。准确的湿度预测将帮助工程师确定最佳浇筑时间。一些现有的固化混凝土模型包括复杂的化学和/或微结构开发参数化或不允许混合设计更改。对于HP级混凝土,改进了一种简单但足够详细的双分子生热表达式,以说明混合料设计的变化。对已公布的量热数据和本研究确定的数据进行的分析表明,二阶公式足以描述热量的产生。 HP级粘合剂的活化能约为35 kJ mol〜(-1)。 72小时后,HP类糊剂演变为250-280 kJ kg〜(-1)。开发了一种解释缓凝剂对II期长度和III期水合速率影响的方法。具有双分子表达的固化混凝土桥梁模型可预测混凝土温度在实测温度的2摄氏度以内,并具有合理的72小时水化分数(约6)。

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