Wang Haoyu, You Wei, Ji Guojin, Wang Liang, Yao Guoyou
Engineering Research Centre of Diagnosis Technology of Hydro-Construction, Chongqing Jiaotong University, Chongqing 400074, China.
Key Laboratory of Water Engineering Materials of Ministry of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.
Materials (Basel). 2025 Jan 2;18(1):159. doi: 10.3390/ma18010159.
Cementitious Capillary Crystallization Waterproofing Material (CCCW), as an efficient self-healing agent, can effectively repair damage in concrete structures, thereby extending their service life. To address the various types of damage encountered in practical engineering applications, this study investigates the impact of different mixing methods for CCCW (including internal mixing, curing, and post-crack repair) on the multi-dimensional self-healing performance of concrete. The self-healing capacity of concrete was evaluated through water pressure damage self-healing tests, freeze-thaw damage self-healing tests, mechanical load damage self-healing tests, and crack damage self-healing tests. The results show that the curing-type CCCW mixing method exhibited the best self-healing effect in repairing water pressure, freeze-thaw, and load damages, with corresponding healing rates of 88.9%, 92.7%, and 90.5%, respectively. The internally mixed CCCW method was also effective for repairing load damage in concrete, while the repair-type CCCW mixing method demonstrated the weakest repair effect on these types of damage. For concrete with induced pre-existing cracks, the internally mixed CCCW method, after 28 days of water-immersion curing, exhibited a significantly higher crack self-healing ability, with a self-healing ratio of 333.8%. Optical microscopy observations revealed that the crack surfaces were almost fully sealed, with a substantial deposition of white crystalline material at the crack sites. Further analysis using scanning electron microscopy (SEM) and X-ray Diffraction (XRD) provided insights into the surface morphology and phase characteristics of the self-healed cracks, indicating that calcium carbonate (CaCO) and calcium silicate hydrate (C-S-H) were the main products responsible for crack healing.
水泥基渗透结晶型防水材料(CCCW)作为一种高效的自修复剂,能够有效修复混凝土结构中的损伤,从而延长其使用寿命。为解决实际工程应用中遇到的各类损伤问题,本研究调查了CCCW不同搅拌方法(包括内掺、养护和裂缝后修复)对混凝土多维度自修复性能的影响。通过水压损伤自修复试验、冻融损伤自修复试验、机械荷载损伤自修复试验和裂缝损伤自修复试验对混凝土的自修复能力进行了评估。结果表明,养护型CCCW搅拌方法在修复水压、冻融和荷载损伤方面表现出最佳的自修复效果,相应的修复率分别为88.9%、92.7%和90.5%。内掺CCCW方法对修复混凝土中的荷载损伤也有效,而修复型CCCW搅拌方法对这些类型损伤的修复效果最弱。对于有诱导预制裂缝的混凝土,内掺CCCW方法在水养护28天后,表现出显著更高的裂缝自修复能力,自修复率为333.8%。光学显微镜观察表明,裂缝表面几乎完全封闭,裂缝处有大量白色结晶物质沉积。使用扫描电子显微镜(SEM)和X射线衍射(XRD)进行的进一步分析揭示了自修复裂缝的表面形态和相特征,表明碳酸钙(CaCO)和硅酸钙水化物(C-S-H)是负责裂缝愈合的主要产物。