The invention relates to a hollow-hole rhombic parallel
cut blasting damping method. Blasting tunneling is performed on the tunnel face of an
underground tunnel. The construction method comprises using a down-the-hole
drill to
drill a hollow hole with the
diameter of 90mm to 180mm at the position of the middle of the tunnel face of the tunnel; using a hammerdrill to
drill a plurality of blast holes, enabling the blast holes to comprise
cut holes, auxiliary holes, periphery holes and base plate holes which are expanded around the hollow hole; filling explosives and detonators, using
stemming to seal the blast holes, adopting rock
emulsion explosives, and using ordinary
millisecond nonel detonators or high-precison
millisecond nonel detonators; and detonating the explosives according to blast hole arranging orders and
detonator delay time. The hollow-hole rhombic parallel
cut blasting damping method has the advantages that when an urban subway underneath passes buildings at a
close range in a granite stratum and old resident houses, the blast vibration speed can be effectively controlled, influences of blast vibration on the buildings and life of residents are reduced, and compared with a traditional wedge cut blasting scheme, the hollow-hole rhombic parallel cut blasting damping method enables the maximum
blasting vibration speed to be reduced by 50%.