基于双速度法的通信单管塔单桩基础结构完整性检测
Integrity detection of single pile foundation structure of communication tower based on double velocity method
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摘要: 采用基于“一维波动理论”的双速度法对桩基的完整性进行检测,将双速度法应用于上部结构复杂的通信单管塔单桩基础的缺陷检测。推导双速度法的原理并进行实际检测试验,结果表明,双速度法可应用于单管塔单桩基础的检测,能够准确测定桩长和缺陷所在位置,上部结构形成的干扰不影响检测结果。Abstract: The double velocity method based on one-dimensional wave theory was used to test the integrity of pile foundation. The double velocity method was applied to the single pile foundation of communication tower with complex superstructure to determine whether there were defects in the pile foundation. By deducing the principle and applying actual detection test of the double velocity method, it was concluded that the two-speed method could be applied to the detection of the single pile foundation of the single pipe tower, and could accurately determine the pile length and the location of defects, and the interference formed by the superstructure showed insignificant effect on the detection results.