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李正印, 柯宅邦, 刘东甲, 卢志堂, 郭杨. 低应变反射波法判别PHC管桩接头质量的研究[J]. 岩土工程学报, 2011, 33(sup2): 209-212.
引用本文: 李正印, 柯宅邦, 刘东甲, 卢志堂, 郭杨. 低应变反射波法判别PHC管桩接头质量的研究[J]. 岩土工程学报, 2011, 33(sup2): 209-212.
LI Zheng-yin, KE Zhai-bang, LIU Dong-jia, LU Zhi-tang, GUO Yang. Tests on PHC pipe pile joint quality by low-strain reflected wave method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 209-212.
Citation: LI Zheng-yin, KE Zhai-bang, LIU Dong-jia, LU Zhi-tang, GUO Yang. Tests on PHC pipe pile joint quality by low-strain reflected wave method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 209-212.

低应变反射波法判别PHC管桩接头质量的研究

Tests on PHC pipe pile joint quality by low-strain reflected wave method

  • 摘要: 由于单根管桩设计长度的限制,设计桩长较长时,需要接桩,目前主要的接桩方式是焊接。接头焊接质量的好坏会直接影响桩基的承载力、稳定性。同时在管桩施工过程中,由于压桩操作不规范、土层软弱变化等原因,可能造成管桩接头松动甚至断开,导致管桩整体稳定性丧失,引发严重的工程安全问题。为了研究低应变反射波法对管桩接头质量的检测效果,正确判断接头处是否存在质量问题,根据接桩特点,建立接头模型,进行了数值模拟。然后,通过制作模型桩,进行现场实验,对实测曲线和数值模拟曲线进行了比对分析,得出了有意义的结论。

     

    Abstract: Pipe piles need to be connected in actual projects for the design length constraints of a single pile. Nowadays, the main pile extension method is welding. The quality of welding joints will directly affect the bearing capacity and stability of pile foundation. During the construction process of pipe pile, the non-standard piling operation, changes of soil layers and other factors may make joints become loose or broken and lose the overall stability of pipe pile, leading to serious security problems in the end. In order to study low-strain integrity test effect on the detection of the pipe pile joints and correctly identify the quality of joints, a joint model is established according to the connection feature s of pipes pile Numerical simulation is carried out. Some conclusions are drawn by making model piles, conducting field tests and analyzing theoretical and test curves.

     

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