戴圣,徐菲,李飞,等. 复掺聚合物改性水下不分散浆液的性能研究[J]. 水利水运工程学报,2024.. doi: 10.12170/20230727002
引用本文: 戴圣,徐菲,李飞,等. 复掺聚合物改性水下不分散浆液的性能研究[J]. 水利水运工程学报,2024.. doi: 10.12170/20230727002
(DAI Sheng, XU Fei, LI Fei, et al. Investigation into the characteristics of anti-washout underwater slurry modified by blending polyacrylate and polyacrylamide[J]. Hydro-Science and Engineering, 2024(in Chinese)). doi: 10.12170/20230727002
Citation: (DAI Sheng, XU Fei, LI Fei, et al. Investigation into the characteristics of anti-washout underwater slurry modified by blending polyacrylate and polyacrylamide[J]. Hydro-Science and Engineering, 2024(in Chinese)). doi: 10.12170/20230727002

复掺聚合物改性水下不分散浆液的性能研究

Investigation into the characteristics of anti-washout underwater slurry modified by blending polyacrylate and polyacrylamide

  • 摘要: 针对掺入聚丙烯酰胺(PAM)水泥浆液在水工建筑物水下修补时存在的施工性差、水陆强度比偏低的问题,采用外掺占水泥质量5%~25%聚丙烯酸酯乳液(PAE),通过截锥圆模、贯入阻力法、称重法测取水泥流失量和浊度仪测试悬浊物含量测定改性水泥基材料施工性能,研究水陆成型养护条件下PAE和PAM混合改性水泥浆液在3、7和28 d时的力学性能,并以扫描电镜(SEM)分析PAE对掺PAM的水泥浆液的微观改性机理。结果表明:PAE的掺入可明显改善浆体流动性,延长凝结时间,但对水下抗分散性能有所削弱;显著提高了水泥浆体的抗折和粘结强度,但会导致抗压强度有所降低;聚合物与水泥形成的互穿网络结构、膜填充孔隙区域并与钙矾石(AFt)等水化产物的缠绕包裹,是其力学性能提升的原因;陆上成型养护的水泥试件膜结构更加致密,力学性能更佳。

     

    Abstract: Addressing challenges related to the poor constructability and low water-to-land strength ratio of polyacrylamide (PAM) cement in underwater repair of hydraulic structures, this study introduces polyacrylate emulsion (PAE) at concentrations ranging from 5% to 25% of the cement mass. The research aims to evaluate the construction performance of modified cement-based materials using truncated cone circular molds, the penetration resistance method, cement loss measurement by weighing, and suspended matter content testing by turbidimeter. Mechanical properties of PAE-modified PAM cement were assessed at 3, 7, and 28 days under both water and land forming curing conditions. Additionally, the microscopic modification mechanism of PAE on PAM cement was analyzed using a scanning electron microscope (SEM). The results show that the incorporation of PAE can significantly improve the fluidity of the slurry and prolong the setting time, but the underwater anti-dispersion performance is weakened. The flexural strength and bond strength of cement paste are significantly improved, but the compressive strength is reduced. The interpenetrating network structure formed by polymer and cement, the filling of pore area by membrane and the winding of hydration products such as ettringite ( AFt ) are the reasons for the improvement of mechanical properties. The membrane structure of cement specimens cured on land is more compact and the mechanical properties are better.

     

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