The invention relates to a construction technology of grouting the back of an
expansion joint. The construction technology specially comprises the following steps of first step, performing detection:detecting the armoring situation of the inner part of a tunnel shield concrete reinforced
pipe, and marking the positions of inner reinforcing bars on the surface of the tunnel shield concrete reinforced
pipe; second step, performing drilling: performing drilling to obtain a grouting hole and an exhaust hole in the 12'o
clock positions of the tunnel shield concrete reinforced
pipe; third step, mounting a grouting pipe and an
exhaust pipe; and fourth step, performing grouting: injecting
cement grout into the
expansion joint, after the
cement grout is drained from the
exhaust pipe, sealing the
exhaust pipe, controlling the grouting pressure to be 0.3MPa-0.5MPa, when
grout in a grout bin of a grouting
machine does not fall down within 15 minutes, stopping grouting, finally, separating the grouting
machine from an unidirectional check grouting pipe, and completing the grouting. The construction technology has the advantages that grouting can be performed on the back of a water stopping pipe in the
expansion joint, so that the expansion joint without a
water leakage condition can be subjected to waterproof prevention, and the expansion joint cannot cause the situation of water seeping within a short term.