城市基础设施可持续面层透水混凝土的研制及养护方式对其入渗能力的影响

C. T. Nguyen, Duy Huu Nguyen, K. Le, Truc Lieu Nguyen Thi, H. Vu
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引用次数: 0

摘要

最近,透水混凝土被认为是雨水收集和清洁的“最佳管理实践”之一。这种类型的混凝土的突出性能是其相对较高的孔隙率(通常为体积的15 ÷ 30%)和内部孔隙系统的连接/连接,从而具有高透水性和保水性。然而,这种环保材料广泛应用的限制之一是由于堵塞材料和缺乏定期维护,渗透能力随着时间的推移而下降。本文采用实验方法制备了既具有高透水性又满足强度要求的透水混凝土(1)。同时,提出了堵塞砂和典型养护方法对透水或透水混凝土渗透速率的影响(2)。基于文献综述和本研究获得的实验结果,还提出了维护措施,以确保城市地表结构所需的渗透性和可持续的地表水排水(3)。
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RESEARCH AND PRODUCTION OF PERMEABLE CONCRETE AS A SUSTAINABLE SURFACE LAYER FOR URBAN INFRASTRUCTURES AND THE EFFECT OF MAINTENANCE METHOD ON ITS INFILTRATION CAPACITY
Recently, permeable concrete has been considered one of the "Best Management Practices" in rainwater collection and cleaning. The outstanding properties of this type of concrete are its relatively high porosity (typically 15 ÷ 30% in volume) and the linking/connection of the internal pore system resulting in high waterpermeability and retention. However, one of the limitations to the widespread application of this eco-friendly material is the decrease of permeable capacity over time due to the clogging materials and the lack of regular maintenance. This paper performs an experimental approach for manufacturing permeable concrete that has both high water permeability and meets the strength requirement (1). At the same time, the influence of clogging sand and typical maintenance methods on the infiltration rate of permeable or pervious concrete is presented (2). Based on the literature review and obtained experimental results in this study, maintenance measures to ensure the required permeability for urban surface structures and sustainable surface waterdrainage are also proposed (3).
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