超大规模高温蓄能工程的经济高效保温桩

A. Tosatto, F. Ochs, A. Dahash, C. Muser, Felix Kutscha-Lissberg, P. Kremnitzer
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引用次数: 1

摘要

大规模热能储存(TES)是基于可再生能源的区域供热(DH)网络的关键组成部分。然而,在高温(< 100°C)下长时间储存水会导致大量的热损失到周围环境,并导致地下水温度的不必要增加。因此,需要对侧壁进行隔热,但这与大笔投资成本有关。安装占绝缘总投资成本的很大一部分,它必须具有耐温耐压和抗潮湿环境的能力。因此,具有成本效益的隔热安装方法和工艺,以及适当的围护结构设计是至关重要的。本文提出的新方法是基于重叠钻孔桩的使用,并考虑使用泡沫玻璃砾石(FGG)填充桩作为保温材料。这种解决方案的优势在于降低安装成本的可能性以及所采用材料的热特性。FGG具有导热系数低、耐压、排水性能好、造价相对低廉等优点,是地下建筑中常用的保温材料。FGG可用于松散的、紧实的或有界的结构。虽然松散材料在导热性方面优于边界,但第二种材料的结构性能有所改善。一种方法是交替使用有界桩和松散桩,其中有界桩代表初级桩,这些桩被过度钻孔产生松散填充的次级桩。另一种选择是在主桩和次桩中使用不同程度的压实。必须在要求的强度和热性能之间找到一个折衷方案。本文报告了材料试验、实体模型和仿真结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Insulating Piles for the Cost-effective Construction of Very Large-scale High Temperature Thermal Energy Storage
Large-scale thermal energy storage (TES) represents a key component in renewables-based district heating (DH) networks. However, the storage of water at high temperature (< 100 °C) for long periods can lead to a significant amount of thermal losses to the surroundings and to unwanted increase of groundwater temperature. Insulating the side walls is consequently required, but it is associated with large investment costs. Installation represents a high share of the total investment costs of the insulation, which has to be temperature and pressure resistant and resistant against humid environments. Hence, costs-effective insulation installation methods and processes supported by a proper envelope design are crucial. The new approach proposed in this work is based on the use of overlapping bore piles and considers the use of piles filled with foam glass gravel (FGG) as insulation. The advantages of this solution rely on the possibility to reduce the installation costs and on the thermal characteristics of the adopted material. FGG is a frequently used insulation material in underground constructions due to its low thermal conductivity, pressure resistance and draining properties and relatively low cost. FGG can be used with a loose, compacted or bounded configuration. While the loose material outperforms the bounded in terms of thermal conductivity, the second one presents improved structural properties. One approach is to alternate bounded and loose piles where the bounded represent the primary piles and these are overdrilled producing the loosely filled secondary piles. An alternative is to use different degree of compaction in the primary and secondary piles. A compromise between required strength and thermal performance has to be found. The paper reports results of material tests, mock-ups and simulation results.
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