The invention discloses a non-blasting roof-
cutting gob-side entry driving method for a
pier stud. The method comprises the following steps of forming a plurality of joint-
cutting holes which jointlyform a pre-
cracking kerf, and drilling 60-100 m of a first advance of the joint-
cutting holes; excavating an upper of a
coal pillar on one side, close to the
coal pillar, in a gateway close a next working face at every 5-10 m and arranging concrete
pier stud dies; using a single hydraulic support pillar and n-type steel in the gateway as temporary support; carrying out anchor-retreating construction in the gateway next to the next working surface; recovering the single hydraulic support pillar following 2-5 m behind the working surface closely; and forming a pre-
cracking joint-cutting caving on a top plate next to a gob-side entrydriving lane along the joint-cutting holes, eliminating a hanging arch, filling a gob, and carrying out gob-side entrydriving construction at 3-5 m
coal pillar after
recovery of adjacent gob. By adopting non-blasting roof-cutting pressure relieving for the
pier stud, a gob-side entrydriving operation for a small
coal pillar can be carried out on adjacent working surface, so that a mine excavation succeeding tension situation is alleviated greatly, the repair cost of the gob-side entry driving is reduced, and the coal
recovery rate is improved.