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射流引风空调匀温性能及其影响因素的仿真研究
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作者 李龙斌 顾明亮 +3 位作者 李婧 田志强 徐新 魏伟 《洁净与空调技术》 2024年第1期38-41,共4页
采用STAR CCM+软件对立式空调流场进行数值模拟,根据计算结果,分析讨论了射流引风的机理,并对其影响因素进行研究,对比了不同气流形态、风量以及引风通道宽度的引风性能。结果表明,双股气流形式的引风效果明显,提高风量可以提升引风量,... 采用STAR CCM+软件对立式空调流场进行数值模拟,根据计算结果,分析讨论了射流引风的机理,并对其影响因素进行研究,对比了不同气流形态、风量以及引风通道宽度的引风性能。结果表明,双股气流形式的引风效果明显,提高风量可以提升引风量,但引风量占比在达到一定数值后反而会有所降低,引风通道宽度过大和过小都会减弱射流引风的匀温性能。 展开更多
关键词 空调 射流引风 数值模拟 风量 人体舒适性
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Analysis of the Influence of Type, Amount and Way of Introduction of Anti-foaming Admixture (AFA) on the Properties of Self-compacting Concrete (SCC) Mix
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作者 Beata Lazniewska-Piekarczyk 《Journal of Civil Engineering and Architecture》 2010年第1期1-10,共10页
The properties of the self-compacting concrete mix depend on an automatic introduction of air bubbles caught during the process of mixing. What is interesting, the criterion for self-compactibility is not taken into c... The properties of the self-compacting concrete mix depend on an automatic introduction of air bubbles caught during the process of mixing. What is interesting, the criterion for self-compactibility is not taken into consideration in commonly used self-compacting tests. On the basis of different tests concerning self-compacting concrete mixes, it has been found out that too high air content in their volume was the result of superplasticizer, in spite of meeting the self-compactibility criteria (i.e., self-venting). For the decrease of too high air volume in SCC, the use of anti-foaming admixture (AFA) is proposed. As a result, the effect of AFA mix flow diameter is increased and the flow time is decreased. Moreover, the workability loss is lower. In case of mix incorporating AFA, their high flowability does not cause segregation of the mix, what is possible in case of SCC incorporating only superplasticizer. However, the time of the introduction of AFA and its type is essential to get higher flowability degree, but it is not important to achieve low air volume in SCC. 展开更多
关键词 SUPERPLASTICIZER anti-foaming admixture methodology decreasing the air-volume self-compacting concrete rheological properties.
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