回应气候的高铁站房界面开敞策略与模拟验证
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王楠,王劲柳,刘丛红
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Interface opening strategy of high-speed railway station buildings in response to climate and verification by simulation
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Nan WANG,Jin-liu WANG,Cong-hong LIU
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表 1 界面设计参数和主要围护结构热工性能参数 |
Tab.1 Design value of interface and thermal performance value of envelope |
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代表城市 | rww | rsr | K / (W·m−2·K−1) | s | tvis | 东向 | 西向 | 南向 | 北向 | 外墙 | 屋面 | 楼板 | 外窗 | 哈尔滨 | 0.18 | 0.18 | 0.31 | 0.24 | 0.12 | 0.38 | 0.28 | 0.38 | 2.00 | 0.48 | 0.45 | 北京 | 0.50 | 0.50 | 0.50 | 0.50 | 0.12 | 0.45 | 0.40 | 0.50 | 2.20 | 0.43 | 0.45 | 上海 | 0.70 | 0.70 | 0.70 | 0.70 | 0.15 | 0.60 | 0.40 | 0.70 | 2.20 | 0.30 | 0.45 | 广州 | 0.70 | 0.70 | 0.70 | 0.70 | 0.15 | 0.80 | 0.50 | 1.50 | 2.50 | 0.24 | 0.45 | 昆明 | 0.70 | 0.70 | 0.70 | 0.70 | 0.15 | 0.80 | 0.50 | 1.50 | 2.50 | 0.30 | 0.45 |
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