According to the intelligent construction method for reinforcing the gas-melting type frozen soil foundation, a bidirectional stirring
pile machine is adopted for drilling downwards, a
drill rod of the
pile machine is an inner-outer double-layer
drill rod, the bottom end of the inner
drill rod extends out of an outer drill rod and is provided with a spray hole, a suction channel is formed between the outer drill rod and the inner drill rod, and a suction hole is formed in the bottom end of the outer drill rod; in the drilling process, saturated steam is intermittently sprayed into a
drill hole through the spraying holes, stirring is carried out while spraying is carried out,
ice water formed after melting is sucked through the suction holes, and back flushing is carried out on the suction holes through high-pressure gas in the period; high-pressure gas is sprayed into the
drill hole during drill lifting, the suction hole is kept to suck
ice water during lifting, and the high-pressure gas is adopted for backflushing. During drilling, melting of
ice water in the frozen soil can be accelerated by spraying saturated steam to the frozen soil, and the temperature of the saturated steam is inversely proportional to the drilling speed, that is, the lower the drilling speed is, it shows that the current frozen soil is difficult to melt, so that the temperature of the saturated steam is increased, and the melting speed of the frozen soil is greatly increased compared with a traditional method.