Žáková Hana, Pazderka Jiří, Reiterman Pavel
Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic.
University Centre of Energy Efficient Buildings, Czech Technical University in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic.
Materials (Basel). 2020 Dec 18;13(24):5787. doi: 10.3390/ma13245787.
The main aim of this study was to investigate the improved autogenous healing of concrete caused by a crystalline admixture in combination with textile reinforced concrete (TRC). This phenomenon (improved healing) has not yet been described by any independent study, and not at all in relation to TRC. The results of the study confirmed that the interaction between TRC and the crystalline admixture's self-healing ability is advantageous and usable. The application of crystalline admixture could ensure the long-term entirety of the TCR element, where microcracks could occur. This allows for the creation of advantageous, thin (achieved by TRC) and waterproof (achieved by the crystalline admixtures) concrete structures. Moreover, this does not depend on temperature in the range of 4-30 °C (lower temperatures are of course problematic, as for most other cementitious materials). However, the interaction of both materials has its limits; the cracks must not be too wide (max. 0.1 mm), otherwise they will not heal. On the other hand, the advantage is that it does not matter what type of cement is used (CEM I and CEM II showed the same results), and the composition of the newly formed crystals in the cracks corresponds to the composition of the C-S-H gel, so it can be assumed that secondary hydration of the Portland cement occurred in the crack area.
本研究的主要目的是研究结晶掺和料与纺织增强混凝土(TRC)相结合对混凝土自生愈合性能的改善。这种现象(愈合改善)尚未有任何独立研究进行描述,更未涉及到与TRC相关的内容。研究结果证实,TRC与结晶掺和料的自愈能力之间的相互作用是有益且可用的。结晶掺和料的应用能够确保可能出现微裂缝的TRC构件长期保持完整性。这使得能够创建具有优势的、薄型(由TRC实现)且防水(由结晶掺和料实现)的混凝土结构。此外,这一性能在4至30°C的温度范围内不受温度影响(当然,较低温度会存在问题,这与大多数其他胶凝材料情况相同)。然而,两种材料的相互作用存在一定限制;裂缝宽度不得过大(最大0.1毫米),否则无法愈合。另一方面,其优点在于所使用的水泥类型无关紧要(CEM I和CEM II表现出相同结果),并且裂缝中新形成晶体的成分与C-S-H凝胶的成分相对应,因此可以假定波特兰水泥在裂缝区域发生了二次水化。