地下停车场及类似空间的热湿耦合模拟研究

P. Pfrommer, K. Lomas
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引用次数: 1

摘要

为了研究地下停车场的湿热条件,采用了一种基于瞬态传热程序heat和动态热建筑模拟程序TRNSYS的二维模拟程序。用一种新的水分模型KOND计算了凝结可能性和表面水沉积速率。为了估计材料在低于饱和的吸湿范围内吸湿的后果,使用TRNSYS湿容模型(缓冲存储模型)。利用德国和英国的气候数据,对地下停车场的内部温度和冷凝风险的年小时数进行了参数化研究。模拟表明,在不同的土壤条件下,在不同的绝缘水平和空气变化速率下,在被土壤覆盖的空间和被加热的建筑覆盖的空间中,发生冷凝的相对风险。研究表明,夏季增加通风率可以降低供暖建筑地下停车场的冷凝风险。实际应用:在酒窖、库房、地下停车场等的设计中,了解是否容易发生凝结,容易积聚多少水分,积聚是否会造成破坏是很重要的。地下空间的设计者需要知道是否有必要采取绝缘措施或通风控制。此外,在评估支撑上覆建筑的柱子和墙壁上的热桥问题时,加热建筑下方地下空间的冬季温度条件特别重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Coupled simulations for hygrothermal investigation of subterranean car parks and similar spaces
To investigate the hygrothermal conditions in subterranean car parks a twodimensional simulation procedure has been used, based on coupling the transient heat transfer programme HEAT with the dynamic thermal building simulation program TRNSYS. The likelihood of condensation and the rate of water deposition on surfaces were calculated with a new moisture model KOND. To estimate the consequence of moisture adsorption in materials in the hygroscopic range below saturation, the TRNSYS moisture capacitance model (buffer storage model) was used. A parametric study of the internal temperatures and the annual hours of condensation risk in underground car parks were conducted using German and UK climate data. The simulations indicate the relative risk of condensation occurring for different earth conditions, levels of insulation and air change rates, in spaces covered by earth and spaces covered by a heated building. It is shown that increased ventilation rates in summer can reduce condensation risk in underground car parks below heated buildings. Practical application: In the design of cellars, storerooms and underground car parks etc., it is important to know whether condensation is likely to occur, how much moisture is likely to accumulate and whether such an accumulation could lead to damage. The designers of underground spaces need to know whether insulation measures, or ventilation controls are necessary. In addition, the wintertime temperature conditions in subterranian spaces below heated buildings are of particular interest when assessing the problem of heat bridges at the pillars and walls which support the overlying building.
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