This application discloses a soft soil foundation reinforcement
system using vacuum combined with surcharge preloading, relating to the field of building foundations. It includes, from bottom to top, a soft soil foundation, a medium-coarse sand
cushion layer, a vacuum sealing layer, a surcharge preloading earth layer, and a drainage device. A sealing gap is formed between the vacuum sealing layer and the medium-coarse sand
cushion layer. The drainage device includes a drainage filter
pipe, a plastic drainage strip, and a
vacuum pump. The drainage filter
pipe is laid inside the sealing gap, and the
vacuum pump is located outside the sealing gap and connected to the drainage filter
pipe. The main body of the plastic drainage strip is inserted into the soft soil foundation, and its upper end extends out of the soft soil foundation and is connected to the drainage filter pipe. The drainage filter pipe is fitted with a spiral steel wire skeleton, the spiral spacing of which is greater than the width of the plastic drainage strip. The outer end of the plastic drainage strip covers the outer circumference of the drainage filter pipe and is located between the spiral coils of the spiral steel wire skeleton. This application enables the filter holes of the drainage filter pipe to fully function as air passages during the vacuuming process.