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本文根据福建仙游抽蓄水电站无砂透水混凝土的配合比试验实践,结合相关规范,探讨无砂透水混凝土配合比设计方法,并对如何提高无砂透水混凝土的性能提出相应的措施。
According to the experiment of mixing ratio of sandless pervious concrete in Xianyou Pumped Storage Power Station of Fujian Province and the relevant norms, the design method of mix proportion of non-sand permeable concrete is discussed and the corresponding measures are put forward on how to improve the performance of non-sand permeable concrete.