Effectiveness of Partially Cooling System for Massive Concrete Structures

M. Eto, K. Maruyama, S. Ono
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Abstract

The authors have proposed a partially pre-cooling system for massive structures, such as gravity concrete dams. In this paper the effectiveness of the proposed method is discussed using finite element analysis. In the ordinary pre-cooling system, pre-cooled concrete is placed in the entire region (width and depth) of a massive structure. In the proposed system, pre-cooled concrete is placed only in the surface layer. In order to evaluate the effectiveness of this system, a thermal stress analysis was conducted by the finite element method. The key parameters were the dimensions of the cooling system and cooling temperatures. The results show that the proposed system is rather more effective than the conventional cooling system in terms of the thermal stress condition of massive concrete structures. In addition, a cost benefit is expected, as the cost of the pre-cooling system is in proportion to the volume of concrete to be cooled.
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大体积混凝土结构部分冷却系统的有效性
作者提出了一种用于大型结构的部分预冷系统,如重力混凝土大坝。本文通过有限元分析对该方法的有效性进行了讨论。在普通预冷系统中,预冷混凝土放置在大型结构的整个区域(宽度和深度)。在提出的系统中,预冷混凝土仅放置在表层。为了评价该系统的有效性,采用有限元法进行了热应力分析。关键参数是冷却系统的尺寸和冷却温度。结果表明,在大体积混凝土结构的热应力条件下,所提出的冷却系统比传统的冷却系统更有效。此外,由于预冷系统的成本与待冷却的混凝土体积成比例,预计会有成本效益。
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