The invention belongs to the technical field of mine curtain water interception and water plugging
engineering, and particularly relates to a construction method of a concealed water interception curtain of a deep-buried loose confined
aquifer. The construction method aims to solve the problems that in an existing construction technology of a deep-buried loose layer water interception curtain, the grouting process is immature, the grouting pressure and the grouting amount are controlled blindly, the curtain lacks integrity, and the water interception rate is low. According to the technical scheme, the construction method comprises the steps that 1) the
spatial relation among the
terrain, a loose layer supply
water source, the runoff direction and a mine excavation
system is comprehensively considered, and the position of a curtain line is determined; 2) two rows of grouting
drill holes are formed along the curtain line at equal intervals, the inner row of grouting
drill holes and the outer row of grouting
drill holes are arranged in a quincuncial
pile mode, inspection drill holes are formed between the inner row of grouting drill holes and the outer row of grouting drill holes, and the drill holes are vertical holes; 3) drilling and grouting are conducted; 4) after grouting of each grouting section is completed, the holes are swept to the original hole depth, and a
water pressure test is conducted; and 5) the step 3), the step 2) and the step 4) are repeated till the designed final hole depth is reached, and the drill holes enter a final hole 5-10 m away from a complete
bed rock; and (6) the inspection holes are constructed.