Topolář Libor, Kocáb Dalibor, Šlanhof Jiří, Schmid Pavel, Daněk Petr, Nováček Jaroslav
Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic.
Profibaustoffe CZ, s.r.o, Vídeňská 140/113c, 619 00 Brno, Czech Republic.
Materials (Basel). 2020 Jul 17;13(14):3200. doi: 10.3390/ma13143200.
The paper describes an experiment focusing on the way the material system influences the bond strength of large-format tiles installed on concrete substrate during mechanical loading under conditions that correspond to real-life application. This involves a controllable mechanical load applied over an area of a test model while observing its condition using non-destructive methods (ultrasonic pulse velocity test, acoustic emission method, strain measurement, and acoustic tracing). The model consisted of a concrete slab onto which were mounted four different systems with large-format tiles with the dimensions of 3 m × 1 m. The combinations differed in the thickness of the tile, the adhesive, and whether or not a fabric membrane was included in the adhesive bed. The experiment showed that the loading caused no damage to the ceramic tile. All the detected failures took place in the adhesive layer or in the concrete slab.
该论文描述了一项实验,该实验聚焦于在与实际应用相符的条件下,材料系统对安装在混凝土基板上的大幅面瓷砖在机械加载过程中粘结强度的影响方式。这涉及在测试模型的一个区域上施加可控的机械载荷,同时使用无损方法(超声脉冲速度测试、声发射法、应变测量和声跟踪)观察其状态。该模型由一块混凝土板组成,在上面安装了四个不同的系统,这些系统使用的大幅面瓷砖尺寸为3米×1米。这些组合在瓷砖厚度、胶粘剂以及胶粘剂层中是否包含织物膜方面存在差异。实验表明,加载未对瓷砖造成损坏。所有检测到的失效都发生在胶粘剂层或混凝土板中。