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Experimental Study on the Vegetation Growing Recycled Concrete and Synergistic Effect with Plant Roots

机译:植被再生混凝土与植物根系协同效应的试验研究

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Vegetation growing recycled concrete (VGRC) is a relatively new building material that has both biocompatibility and engineering function. The basic performance of VGRC was investigated by experimental analysis, and the hydration products and pore structure of different VGRC mix proportions were studied by X-ray diffraction (XRD), scanning electron microscope (SEM), and industrial computed tomography (CT). The results show that ultrafine slag can reduce Ca(OH) 2 content in cementing material and has a filling effect on micropores. VGRC has the best performance; the internal pore distribution is uniform when porosity is 20–25%, and the ultrafine slag content is 40%. The compressive strength of VGRC is greatly damaged by the quick-freezing method, while the degree of damage from natural freeze–thaw cycles is relatively small. Soaking in acid solution can effectively reduce the internal pore alkalinity of VGRC. Most plants can grow normally in vegetation concrete, and plant roots can penetrate 6-cm thick concrete blocks after being planted for 60 days. The compressive strength of VGRC decreased after turf planting of 30 days and then increased slowly. The permeability coefficient of VGRC increases with the increase in porosity and aggregate size and decreases after planting and covering. The frost resistance of VGRC is enhanced, and the influence of aggregate size and porosity is small after turf planting.
机译:植被再生混凝土(VGRC)是一种相对较新的建筑材料,具有生物相容性和工程功能。通过实验分析研究了VGRC的基本性能,并通过X射线衍射(XRD),扫描电子显微镜(SEM)和工业计算机断层扫描(CT)研究了不同VGRC混合比例的水合产物和孔结构。结果表明,超细矿渣可以降低胶结材料中Ca(OH)2的含量,并对微孔具有填充作用。 VGRC具有最佳性能;当孔隙率为20–25%时,内部孔隙分布均匀,而超细矿渣含量为40%。快速冷冻方法极大地破坏了VGRC的抗压强度,而自然冻融循环的破坏程度则相对较小。浸泡在酸性溶液中可有效降低VGRC的内部孔碱度。大多数植物可以在植被混凝土中正常生长,并且在种植60天后,植物根部可以穿透6厘米厚的混凝土块。草坪种植30天后,VGRC的抗压强度下降,然后缓慢增加。 VGRC的渗透系数随孔隙率和骨料尺寸的增加而增加,而在种植和覆盖后降低。草坪种植后,VGRC的抗冻性得到增强,并且骨料尺寸和孔隙率的影响很小。

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