Słomka-Słupik Barbara, Podwórny Jacek, Grynkiewicz-Bylina Beata, Salamak Marek, Bartoszek Bibianna, Drzyzga Wiktoria, Maksara Marcel
Faculty of Civil Engineering, Silesian University of Technology, 44-100 Gliwice, Poland.
Łukasiewicz Research Network, Institute of Ceramics and Building Materials, Division of Refractory Materials in Gliwice, 44-100 Gliwice, Poland.
Materials (Basel). 2021 Feb 19;14(4):981. doi: 10.3390/ma14040981.
The article analyzes the composition of concrete taken from various elements from a 100-year-old bridge in South Poland, so as to analyze its technical condition. The main methods applied during experimental work were: Designation of pH, free chloride content, salinity, XRD and SEM examinations, as well as metals determination using inductively coupled plasma mass spectrometry (ICP-MS), high-performance liquid chromatography (HPLC)-ICP-MS, and cold-vapor atomic absorption spectroscopy (CV-AAS). The concrete of the bridge was strongly carbonated and decalcified with an extremely high content of chlorides. The pH of the concrete was in a range from 10.5 to 12.0. Acid soluble components were between 9.9% and 17.6%. Typical sulfate corrosion phases of concrete were not detected. Friedels' salt was found only at the extremity of an arch. The crown block was corroded to the greatest extent. Various heavy metals were absorbed into the concrete, likely from previous centuries, when environmental protection policy was poor. The applied research methodology can be used on bridges exposed to specific external influences. The acquired knowledge can be useful in the management processes of the bridge infrastructure. It can help in making decisions about decommissioning or extending the life cycle of the bridge. This work should also sensitize researchers and decision-makers to the context of "bridge safety".
本文分析了取自波兰南部一座百年老桥不同部位的混凝土成分,以分析其技术状况。实验工作中采用的主要方法有:测定pH值、游离氯化物含量、盐度、进行XRD和SEM检测,以及使用电感耦合等离子体质谱法(ICP-MS)、高效液相色谱-电感耦合等离子体质谱法(HPLC-ICP-MS)和冷蒸气原子吸收光谱法(CV-AAS)测定金属含量。该桥的混凝土碳化严重且脱钙,氯化物含量极高。混凝土的pH值在10.5至12.0之间。酸溶性成分在9.9%至17.6%之间。未检测到混凝土典型的硫酸盐腐蚀阶段。仅在拱的端部发现了Friedels盐。拱顶块体腐蚀最严重。各种重金属被混凝土吸收,可能源于几个世纪前环境保护政策不完善的时候。所应用的研究方法可用于受特定外部影响的桥梁。所获得的知识在桥梁基础设施管理过程中可能有用。它有助于做出关于桥梁退役或延长其使用寿命的决策。这项工作还应促使研究人员和决策者关注“桥梁安全”背景。