养护温度对预制厂高强混凝土的影响

A. Beeldens, L. Vandewalle
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引用次数: 2

摘要

在预制工厂中使用高强度混凝土是一种常见的解决方案,以获得更大的跨度和更高的承载能力的柱。考虑到改造装配线中模具翻转的成本,改变混凝土成分和配筋的数量和尺寸以达到更高的要求是经济的。与一家预制件工厂合作,进行了一项测试程序,以揭示混凝土成分和养护温度对材料性能的影响。该项目的目标是使用传统的成熟度函数来预测材料的强度演变。因此,使用了不同的混凝土成分,从建筑工地通常使用的混凝土到高强度混凝土。考虑了不同的固化温度。本文给出了考虑不同参数和现有成熟度函数的抗压强度随时间的演化规律。其中,Plowman, Kee, Freiesleben-Hansen和Pedersen以及Carino的成熟度函数进行了研究。特别是Carino提出的模型,对强度演化有较好的预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effect of Curing Temperature on High-Strength Concrete Used in Precast Factories
The use of high-strength concrete in precast factories is a common solution to attain larger spans and columns with a higher load bearing capacity. Taking into account the cost for transforming the mold turnover in the precast line, it is economical to alter the concrete composition and the amount and size of reinforcement to attain the higher requirements. In collaboration with a precast factory, a test program was carried out to reveal the influence of concrete composition and curing temperature on material properties. The goal of the project was to predict the strength evolution of the material, using conventional maturity functions. Therefore, different concrete compositions were used, varying from concretes normally used on construction site, to high-strength concrete. Different curing temperatures were considered. The paper presents the evolution of the compressive strength in time, taking into account different parameters as well as the evaluation of existing maturity functions. Among others, the maturity functions of Plowman, of Kee, of Freiesleben-Hansen and Pedersen and of Carino are investigated. Especially the model, proposed by Carino predicted the strength evolution adequately.
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