The invention provides a shield receiving method, and relates to the technical field of shield construction. The shield receiving method comprises the following steps of determining a propulsion
route; conducting a first reinforcing step, specifically, grouting and reinforcing a construction section from a shield receiving end of a cross
transfer station to a second side underground diaphragm wall of the existing operation line of the
station by using a
pipe shed grouting method and a WSS construction method; conducting a first breaking step, specifically, breaking the underground diaphragm wall of the shield receiving end of the cross
transfer station, so that interlayer soil between the underground diaphragm wall of the shield receiving end of the cross
transfer station and the second side underground diaphragm wall is exposed; constructing a shield receiving box; carrying out underground excavation and supporting, excavating interlayer soil through a CRD construction method, and forming an excavation channel; conducting a second reinforcing step, wherein the two sides of the second side underground diaphragm wall are subjected to grouting reinforcement through the WSS construction method to form reinforcing
layers; conducting a second breaking step, specifically, breaking a second side underground diaphragm wall
steel bar and a cross-shaped steel plate; conducting a backfilling step, specifically, backfilling and closing the excavated tunnel; and conducting a receiving step, specifically, finishing shield receiving when a
shield machine arrives the shield position. The method has the beneficial effects of reducing the damage rate of the cutter and being
safer in construction.