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Mix design of Compaction-free Porous Concrete permeable base

机译:免压多孔混凝土渗透性基层的配合比设计

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Moisture damage is one of the main forms of early failure in the asphalt pavement. Setting porous concrete permeable base can release water from the road structure. The common construction technology for porous concrete is traditional vibration compaction, which is helpful for the strength formation of the base, but unhelpful for the stability and smoothness of the base.In this sdudy, Compaction-free Porous Concrete (CPC) permeable base was proposed, which can not only satisfies the strength requirement of structures, but also guarantees the stability and the smoothness of the base. The idea of volume method was adopted on mix design of CPC. Mix proportion parameters such as aggregate dosage, cement dosage and water dosage were calculated and confirmed based on experimental study. The performance test results show that CPC designed by this method can satisfy the design standard. Accordingly, the design method of CPC is feasible.
机译:水分损坏是沥青路面早期破坏的主要形式之一。设置多孔的混凝土可渗透基础可以从道路结构中释放水。多孔混凝土的常用施工技术是传统的振动压实,它有助于基体的强度形成,但不利于基体的稳定性和光滑性。在此研究中,提出了无压实多孔混凝土(CPC)渗透性基体。既能满足结构强度要求,又能保证基础的稳定性和光滑性。 CPC的混合设计采用了体积法的思想。根据实验研究计算并确定了混合比参数,如骨料用量,水泥用量和水用量。性能测试结果表明,该方法设计的CPC可以满足设计标准。因此,CPC的设计方法是可行的。

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