用成熟度法评价混凝土硬化水平

Pamfil Alexandra
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引用次数: 0

摘要

混凝土在标准温度和湿度条件下的养护水平(也适用于+5°C→+35°C,最高+40°C的中温条件,这取决于混凝土制备中使用的水泥类型,为了不记录最终阻力损失)可以用单一图表绘制出用同一类型水泥在不同龄期制备的所有混凝土等级。每个混凝土硬化图对应一个成熟程度,定义为混凝土的平均温度图与-10°C顺序之间的区域,随着时间的推移,因此只能根据养护期间的温度测量来评估混凝土在工艺过程中所需的阻力(或硬化水平)-解码,预压缩力传递,接受混凝土的冻结而无不利影响,预制混凝土运输等。而且也是启动一个技术过程的必要时间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessing the Level of Concrete Hardening by the Maturity Method
Abstract Curing levels under standardized temperature and humidity conditions of concrete (but also for medium temperature conditions in the range of +5 o C → +35 o C, maximum +40 o C, depending on the type of cement used in the preparation of concrete, in order not to record final resistance losses) can be plotted graphically with a single chart for all concrete grades prepared with the same type of cement at different ages. Each concrete hardening diagram corresponds to a degree of maturation, defined as the area between the average temperature plot of the concrete and the -10 ° C order, over time, so that only resistance based on the temperature measurement during the curing can be evaluated (or the level of hardening) of the concrete necessary for the technological process - decofing, precompression force transfer, acceptance of freezing of the concrete without adverse effects, precast concrete transport etc., but also the necessary times for starting a technological process.
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