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Design of reinforced concrete structures in the early stages of construction taking into account heat dissipation of concrete

机译:施工早期钢筋混凝土结构的设计考虑混凝土散热

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Foundation slabs and other massive reinforced concrete structures in the process of their construction experience temperature effects as a result of heat release during concrete hardening. In combination with variable environmental conditions there is an uneven distribution of temperatures in the massive structures thickness, which can cause cracks in the process of concrete strengthening. The heat of concrete is mainly influenced by several factors: the cement specific content, type of cement, water-cement ratio etc. Numerical methods provide the most complete way to estimate thermally stressed state of structures. This paper suggests method of 3-D temperature field calculation for temperature regime estimation of the most typical cast in place reinforced concrete structures (foundation slabs). The influence of sample size, ambient temperature and thermal insulation parameters of the samples outer faces was studied. The program for the ANSYS is developed, which allows estimating the temperature regime of reinforced concrete structures at the early stages of concrete hardening.
机译:基础底板和其他大规模的钢筋混凝土结构在其建设经验温度影响的热释放的混凝土硬化过程中的结果的过程。在具有可变的环境条件的组合有温度在大规模的结构的厚度,这可导致在混凝土加强时的裂缝的不均匀分布。混凝土的热主要受以下几个因素:水泥具体内容,水泥的类型,水灰比等数值方法提供了评估结构的热应力状态的最完整的方式。本文提出钢筋混凝土结构(基础板)3-d温度场计算代替最典型的浇铸的温度状况估计的方法。样本大小,环境温度和样品外表面的绝热参数的影响进行了研究。用于ANSYS程序开发,它允许在混凝土硬化的早期阶段估计钢筋混凝土结构的温度制度。

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