

We can use the vertical action of the mechanical arm to compress the pile body or raise the pile body by about 0.5-1.1m, and then use the vertical force to quickly drive the pile down in a short time. For the vibration of the pile driver, we need to conduct a comprehensive evaluation according to the local environment and the results of the soil to select the appropriate vibration force for piling. Generally, the 100-400 kN vibration method is used to drive piles with high efficiency. Generally, it is suitable for U-shaped steel sheet piles within 10M, I-shaped steel sheet piles, steel pipe piles and cement piles made of cement. This piling method is most suitable for sandy work, and is less effective for clay work. At this time, if necessary, we choose a machine with higher power. The vibration method piling procedure is as follows: lifting the pile body, then determining the verticality, and finally driving the pile accurately. The seemingly simple three steps are actually quite high in technology.
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