利用无损检测技术评估四层建筑的结构稳定性

Saravanakumar R, Elango K.S, Gnana Venkatesh S, Saravanaganesh S
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摘要

本文主要探讨了利用非破坏性现场测试方法对四层建筑的结构稳定性进行评估。在施工阶段,有许多检测方法可用于评估混凝土的优劣。混凝土的质量主要取决于材料质量、混凝土等级和水灰比。在现有结构中,无法进行破坏性试验来检查混凝土质量,因此将使用回弹锤、超声波脉冲速度(UPV)等无损检测(NDT)技术来评估混凝土质量。在本研究中,我们尝试使用回弹锤测试和超声波脉速测试等无损检测方法来检查现有四层建筑的混凝土质量。此外,还对结构的稳定性进行了评估。之所以选择非破坏性测试方法,是因为无法获得该结构的现有信息。测试结果表明,地下室(B1)容易受到腐蚀,抗压强度不在建议范围内。超声波脉冲速度(UPV)结果也证明混凝土的平均质量较差。因此,对必要的改造措施提出了重要建议,以提高结构的稳定性。
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Evaluation of Structural Stability of Four-Storied building using Non-Destructive Testing Techniques
This paper mainly dealt with the evaluation of the structural stability of four storied building using non-destructive on-destructive testing methods. During the construction stage, there are many tests available to assess the excellence of concrete. The quality of concrete mainly depends on the quality of materials, concrete grade, and water-cement ratio. In the case of existing structures, to check the quality of concrete destructive tests are not possible, meanwhile, concrete quality will be assessed by using non-destructive testing (NDT) techniques such as rebound hammer, ultrasonic pulse velocity (UPV) etc. In this present study, an attempt has been made to check the quality of concrete in an existing four-storied building using non-destructive testing methods such as rebound hammer test and ultrasonic pulse velocity test. Moreover, the stability of the structure was also assessed. Non-destructive testing method was chosen since existing information of the structure was unavailable. Test results showed that the basement (B1) was susceptible to corrosion, and the compressive strength was not in the recommended range. Ultrasonic pulse velocity (UPV) results also proved that the average quality of the concrete was poor. Hence, significant suggestions were given for necessary retrofitting measures to improve the stability of the structure.
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