混凝土及钢筋混凝土制品传统热处理方式的目的与论证

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摘要

本文介绍了最常见的热湿处理(HMT)模式的比较特点,它们的优缺点,以及优化热湿处理阶段的建议,以获得最大的效果,通过利用热能加速混凝土硬化。混凝土的热湿处理是预制和整体混凝土工艺中最困难的阶段之一。结构耐久性的基础,在设计运行期间不间断的服务是一种适当选择的HMT模式,它提高了产品的质量,并以降低能源成本的形式降低了材料成本。因此,仍然采用简化的方法选择HMT模式是不可接受的。只有在严格和科学地考虑影响水泥石和混凝土结构形成过程的复杂因素以及它们之间的相互作用的情况下,才有可能获得具有所需特性的混凝土。根据成品材料的要求,在了解传热传质机理的基础上,可以计算出混凝土和钢筋混凝土制品的合理热处理方法和方式。各种HMT模式是由于希望减少混凝土结构中缺陷的可能性(例如,具有阶梯式或曲线式温度升高的模式,这减少了产品截面上的温度梯度),以降低能源成本(排除等温保温阶段的模式)等。在混凝土和钢筋混凝土产品的HMT过程中,混凝土混合料(混凝土)发生了许多化学和物理变化,从而可能出现材料结构上的各种缺陷,从而使其性能(强度、渗透性、收缩、徐变以及一般混凝土的耐久性)恶化。生产混凝土和钢筋混凝土产品和结构的现代技术提供了各种化学添加剂的引入,它们对高温下混凝土硬化的影响,不幸的是,没有充分反映在专业文献中。例如,当使用化学添加剂-硬化促进剂时,混凝土HMT的总周期持续时间可以通过减少预暴露时间、温升时间和等温暴露时间来减少;而增塑剂的使用,取决于它们的类型和含量,可能导致周期延长。对于计算HMT模态和高温下混凝土硬化过程的计算机模型,有必要具有分析相关性。
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Purpose and Justification of Traditional Modes of Heat Treatment of Concrete and Reinforced Concrete Products
The paper presents the comparative characteristics of the most common modes of heat and moisture treatment (HMT), their advantages and disadvantages, as well as proposals for optimizing the HMT stages to obtain the maximum effect of accelerating concrete hardening through the use of thermal energy. Heat and moisture treatment of concrete is one of the most difficult stages in the technology of prefabricated and monolithic concrete. The basis for the durability of structures, their uninterrupted service during the design period of operation is a properly selected HMT mode, which improves the quality of products and reduces material costs in the form of a reduction in energy costs. Therefore, the still practiced simplified methods for selecting the HMT mode are unacceptable. Only under the condition of strict and scientifically substantiated consideration of a complex of factors influencing the ongoing processes of formation of the structure of cement stone and concrete, and the interaction between them, it is possible to obtain concrete with the required characteristics. Depending on the requirements for the finished material, based on knowledge of the mechanism of heat and mass transfer, rational methods and modes of heat treatment of concrete and reinforced concrete products can be calculated. A variety of HMT modes is due to the desire to reduce the possibility of defects in the concrete structure (for example, modes with a stepped or curvilinear temperature increase, which reduces the temperature gradient across the product section), to reduce energy costs (modes with the exclusion of the isothermal holding stage), etc. In the process of HMT of concrete and reinforced concrete products, a number of chemical and physical transformations of the concrete mixture (concrete) occur, as a result of which various defects in the structure of the material may appear, which worsen its properties (strength, permeability, shrinkage, creep and, in general, durability of concrete). Modern technology for the production of concrete and reinforced concrete products and structures provides for the introduction of various chemical additives,  their effect on the hardening of concrete at elevated temperatures, unfortunately, is not sufficiently reflected in the specialized literature. For example, the duration of the total cycle of concrete HMT when using chemical additives – hardening accelerators can be reduced by reducing the periods of preliminary exposure, temperature rise and the duration of isothermal exposure; and the use of plasticizers, depending on their type and content, can lead to a lengthening of the cycle. It is necessary to have analytical dependencies for calculating HMT modes and a computer model of the concrete hardening process at elevated temperatures.
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