Provided is a propelling method for a combined portion between a shield tunnel segment and a
mine tunnel segment in a subway tunnel. The propelling method includes the first step that a steel sleeve is horizontally struck into the surrounding rock in front of a tunnel face of the
mine tunnel segment after construction of the
mine tunnel segment is finished, and then a
shotcrete support is applied on the tunnel face; the second step that
glass fiber ribs of separation end walls are bound tightly close to the
shotcrete support, the
glass fiber ribs and steel bars for ring beams behind the
glass fiber ribs are connected in a bound mode, next the steel bars for the ring beams are connected with reserved
steel bar heads of a primary support of the mine tunnel segment in a welded mode, and then the separation end walls and the ring beams are poured; the third step that an arc-shaped concrete guiding platform is poured at the bottom of the mine tunnel segment; the fourth step that when a
shield tunneling machine approaches to the mine tunnel segment, the propelling speed is lowered, the
shield tunneling machine is accommodated in the steel sleeve, and then the
shield tunneling machine is used for directly
cutting and removing the surrounding rock in the steel sleeve, the
shotcrete support of the tunnel face and the separation end walls and carrying out grouting and
slag removing until the shield tunneling machine passes through the ring beams and is accommodated on the arc-shaped concrete guiding platform. According to the propelling method, construction risks are low, construction is easy, efficiency is high and the cost is low.