The present application relates to a method for constructing prefabricated enlarged bottom piles without bottom sealing, which comprises the following steps: S1. Equipment is brought into the site and the
pile position is marked according to the construction requirements; S2. The bottom end of the prefabricated
pipe pile is not sealed, and after the prefabricated
pipe pile is pressed down to the designed bearing layer at the pile position, the loose soil in the hollow part of the prefabricated
pipe pile is taken out, and the depth of soil removal exceeds the bottom end of the prefabricated pipe pile; or, a force transfer hammer is inserted into the hollow part of the prefabricated pipe pile, and is pressed down to the designed bearing layer together with the prefabricated pipe pile; S3. Filling material is added into the hollow part of the prefabricated pipe pile in batches, and a force transfer hammer with a length greater than the length of the prefabricated pipe pile is inserted into the hollow part of the prefabricated pipe pile, and the force transfer hammer is squeezed to squeeze the filling material by pressing,
spinning or hammering, and the filling material forms a compacted enlarged head at the bottom of the prefabricated pipe pile; S4. Concrete is poured into the hollow part of the prefabricated pipe pile to form an inner pile. The prefabricated pipe pile of the present application has no bottom sealing and no pre-drilling, which can improve the efficiency of pile driving, and can ensure the
bearing capacity of the pile end after taking soil from the hollow part of the prefabricated pipe pile.