The invention provides a concrete vibration method. The method includes the following steps that the positions of all vibration points are determined according to the distances between to-be-bound steel bars, the outer diameters of vibration bars and the action radiuses of the vibration bars; in the steel bar binding process or after steel bars are bound and before concrete is poured into the steel bars, auxiliary parts are pre-buried at the positions of the vibration points; and after concrete is poured into the steel bars, the vibration bars are attached to one sides of the auxiliary parts for vibration, the vibration bars are attached to the other sides of the auxiliary parts for vibration after compact vibration, and the auxiliary parts are pulled out after vibration is completed. According to the concrete vibration method, the auxiliary parts are pre-buried at the positions of the vibration points, so that the staggering phenomenon in the binding process of the steel bars of all layers is avoided, and the phenomenon that the vibration bars can hardly be inserted into reinforced concrete due to the excessive small distances during steel bar binding is avoided; and in the vibration process, the vibration bars conduct vibration by being attached to the auxiliary parts, so that the interiors of the steel bars are evenly stressed, the vibration bars can be prevented from colliding the steel bars during vibration, and the concrete vibration quality is guaranteed.