By reducing the water-binder ratio， using the method of steel fiber and silica fume to adjust the strength， ultra high strength rubber concrete （UHSRC） was prepared， and its static compression test was carried out by electro-hydraulic servo universal testing machine. The results show that the compressive strength of UHSRC can be increased to 125.7 MPa at most， and even when the rubber substitution rate is as high as 30%， the compressive strength is still not less than 60.0 MPa. The compressive strength and stress growth rate of UHSRC show the weakening effect of rubber substitution rate ， while failure degree and toughness show rubber substitution rate reinforcement effect and particle size weakening effect. The growth rate and maximum value of input energy， elastic energy and dissipated energy of UHSRC all have the weakening effect of rubber substitution rate. With the increase of rubber substitution rate， the elastic energy ratio of UHSRC increases and the dissipated energy ratio decreases. With the increase of rubber particle size， the elastic energy ratio of UHSRC first decreases and then increases， and the dissipated energy ratio first increases and then decreases.