7614 filling working face of Xingtai Mine adopted cross-mining a strong belt tail, two strong belt head mine haulage and other main roadways. The mining in the working face would affect the normal use of the roadway, in particular, facing over 40 meters second-strong head below the working face, was  the most demanding for roadway deformation, would affect the normal operation of the mine transport artery in case of the lack of protection. Therefore, the anchoring bolt and chemical pulp roadway reinforcement measures were conducted to the second-strong head and first-strong tail. Filling mining influence was analyzed sufficiently through reasonable technical parameters and full observation of cross-mining roadway layout stations roadway deformation. By observing, the roadway deformation had been stable after 45 days heading in the working face and the bolt-grouting reinforcement achieved good results.