The invention provides an 
impact ground pressure preventing method of a full seam gateway. The method is that an 
impact preventing support consisting of 
energy absorbing steel beams and 
energy absorbing anchor rod ropes is added on the basis of the general support composed of an iron wire net, a 
steel belt and an anchor rod, wherein the 
energy absorbing steel beams are lengthways distributed at intervals along the gateway, comprising two 
layers of 
steel plates, and energy absorbing boxes which are fixed at intervals between the two 
layers of 
steel plates; gateway surrounded rock in a propping plate and two sides is drilled and grouted, so that the gateway surrounded rock can damp the 
impact; two bottom corners of the gateway within the advance influence range of a workface are blasted to release pressure. According to the method, the general support, the impact preventing support, the surrounded rock modification and the blasting and 
pressure release of the bottom corners of the gateway are synchronously carried out to form a point-line-face-body 3D distribution type energy absorbing and impact preventing 
system; the incident 
stress wave can be reduced through the 
support system, and the reflecting 
stress wave of the gateway surface can be reduced; the modified loose surrounded rock 
mass can greatly reduce the influence of the 
impact energy on the support structure; the four measures supplement each other and synergistically interacted, so that the impact 
ground pressure preventing capacity of the gateway can be greatly improved.