The invention relates to the field of
tunnel construction, in particular to a
permafrost region road tunnel
peripheral hole blasting construction method. The method comprises the following steps of step 1, according to the grade of a tunnel
peripheral rock, determining a digging way and the single-circulation advanced depth; step 2, according to the position of the designed digging outline of a tunnel, drilling holes in the periphery at set intervals; step 3, after drilling the holes, cleaning the holes; step 4, filling
dynamite into each blast hole, and connecting a percussion cap and a detonating cord; step 5, filling NaCl solution into each blast hole and each shock-absorbing hole, wherein each hole opening is blocked by
stemming; step 6, using a blasting way to arrange a blasting network by using area-by-area blasting, blasting the
peripheral holes in hole wall position areas, and then blasting the peripheral holes in the arch top. When the tunnel peripheral holes are designed, an un-coupled
dynamite filling structure is adopted, and a section-to-section blasting way, a
millisecond blasting way and a shock-absorbing design are adopted, so that the blasting heat is reduced, the blasting temperature of the peripheral rock is reduced, the stability of the
permafrost is guaranteed, the construction cost is reduced, and construction is simply, conveniently and quickly performed.