某古建筑砖土结构基座病害探测分析
Defect detection of an ancient building with brick-clay structure base
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摘要: 古建筑基座主要由砖-土材料构成,因年久失修而产生的病害问题较为严重。以某古建筑为研究对象,采用地质雷达和面波等无损探测方法,结合土壤电阻法和TDR等方法对其水害和结构病害特征进行大量现场监测,结果表明:①降雨后,基座外砖墙以内厚约3.0 m范围和内置排水管外围约1.0 m范围内的夯土层饱和度明显高于其他部位,由于外墙裂缝、内置排水管管口裂缝及海墁下部防渗层的失效等,是造成基座渗漏水、泛碱、脱皮的主要诱因;②基座顶部以下5.0 m深度范围内的砖土结构损伤较底部严重,且基座4个侧面的病害差异分布不均;③受降雨影响,基座顶部夯土层的含水率有上升趋势,基座底部的含水率明显高于基座中上部,电阻率也明显低于中上部,但基座底部夯土层和地基内含水率呈下降趋势,表明基座上部的水分有向基座底部和地基内迁移的趋势。通过多角度的相互验证研究,为深入探索古建筑基座结构病害的形成机制提供了一套可行的研究思路。Abstract: The ancient building base (ABB) was almost constructed with brick and clay, and the structural ddfects induced by disrepair tend to be a serious problem. In this study, the ground penetrating radar (GPR), surface wave exploration (SWE), soil electrical resistivity method (SER) and time domain reflector method (TDR) are used to detect the structural defects and water migration. The investigation results show that: (1) After the rain, the saturation degrees of rammed earth (about 3.0 m in depth inside the the brick wall and 1.0 m in depth around the built-in drain-pipe) are obviously higher than those of the other regions, demonstrating that the causes for water leakage, brick wall crystalline bloom and peeling are cracks in the the brick wall, cracks in drain-pipe and invalidation of waterproof layer; (2) The damage degree of base top (about 5.0 m in depth) is much more serious than that of the base bottom, and the damage degrees of four side walls are unevenly distributed; (3) Because of the rainfall infiltration, the water content of rammed earth at the base top has an increasing trend, and the water content at the base bottom is higher than that at the base top. The average SER at the upper parts of ABB is larger than that at the lower parts, showing a slow decreasing tendency whether it rains or not. It is indicated that the water in the rammed earth migrates from the top to the bottom. This study can provide a set of research methods for exploring the defects formation mechanism of ABB.