The invention relates to a stress unloading, water injecting and drilling and blasting method for longitudinal structure surface structural strong rockburst regions. The invention aims to solve the longitudinal structure surface structural strong rockburst problem in the process of tunneling deep-buried tunnels (tunnels and roadways). The technical scheme is that the stress unloading, water injecting and drilling and blasting method for the longitudinal structure surface structural strong rockburst regions is characterized by comprising the following steps of: a, drilling a group of blast holes which are uniformly and symmetrically distributed in an excavation surface; b, cleaning the excavation surface by clean water once every 10 minutes, and filling water in each blast hole during the period; c, filling explosive at the bottom of top holes, filling the explosive at the bottom of middle holes, filling the explosive in side holes, and filling the explosive at the bottom of bottom holes; d, firstly blasting the top holes, the side holes and the bottom holes, then blasting the middle holes, and de-slagging after blasting; and e, sequentially repeating the steps a, b, c and d until the excavation surface fully penetrates through the whole longitudinal structure surface. The method is suitable for underground engineering such as hydropower engineering, traffic and mine, and is especially suitable for the longitudinal structure surface structural strong rockburst regions.