The invention relates to the technical field of
tunnel engineering waterproof construction, and discloses a tunnel lining
waterstop construction method which comprises the following steps: cleaning and
welding a
waterstop joint; the water-stop belt is positioned along a lining formwork preset line, tension is applied through cooperation of a
steel bar fixing point and a tension clamp, and the gap between the water-stop belt and the formwork is controlled to be smaller than or equal to 0.5 mm; an anchoring part is installed at the bottom of the
waterstop, a vertical
flange of the anchoring part is used for pressing the lower edge of the waterstop, and a horizontal
flange is embedded into concrete;
silica gel-based flexible isolating membranes are laid on the two sides of the
water stop belt, and the top of the
water stop belt is connected with an
inflatable expansion strip; nanometer
epoxy resin is injected into the micro-channel, the
injection pressure and the air pressure of the
inflatable expansion strip are dynamically adjusted, and curing is conducted till the
filling rate of the nanometer
epoxy resin reaches 95% and the air pressure is stable; and finally, concrete is poured, the jacking pressure of the formwork on the
water stop belt is adjusted in a partitioned mode through the hydraulic jacking module, and the pressure is relieved after the concrete is initially set. The waterproof sealing structure is mainly used for improving the waterproof sealing performance and the
structural stability of the tunnel lining joint.