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Experimental Study on the Permeability of SAP Modified Concrete

机译:SAP改性混凝土渗透性的实验研究

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摘要

To study the permeability of superabsorbent polymer (SAP) modified concrete and the effect of internal pore characteristics on the permeability of concrete specimens, the results of the water penetration under pressure test, the mercury intrusion porosimetry (MIP) test, and scanning electron microscopy (SEM) of SAP concrete were obtained and analyzed. The research shows that the addition of an appropriate amount of SAP can effectively improve the anti-permeability performance of concrete. After adding 0.2~0.6% SAP of cement quality to concrete, the penetration height value was reduced by 35~45%, the porosity was increased by 21–95%, and the tortuosity is increased by 14–15%, and all indicators show regular changes with the increase in SAP usage. Adding SAP to concrete changes the internal connection state of concrete, thereby further improving its impermeability by reducing the capillary pressure and changing the shape of the pores. The liquid permeation resistance is increased by the “threshold effect” inside concrete; this “threshold effect” is caused by the addition of SAP.
机译:为研究超吸收性聚合物(SAP)改性混凝土的渗透性和内部孔隙特性对混凝土样本渗透性的影响,压力试验下的水渗透结果,汞侵入孔隙瘤(MIP)试验和扫描电子显微镜(获得并分析了SEM的SAP混凝土。研究表明,添加量的SAP可以有效地提高混凝土的抗渗透性能。在加入混凝土中加入0.2〜0.6%的水泥质量后,渗透高度值减少35〜45%,孔隙率增加21-95%,曲折性增加了14-15%,并展示了所有指标随着SAP使用量的增加,定期变化。将SAP添加到混凝土中改变混凝土的内部连接状态,从而通过减少毛细管压力并改变孔的形状来进一步提高其不渗透率。液体渗透电阻通过混凝土内部的“阈值效应”而增加;该“阈值效应”是由加入SAP引起的。

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