As a new structural system, prefabricated reinforced concrete bundle shear wall is widely used in current engineering due to its excellent bearing capacity and seismic performance. In order to further promote the application of prefabricated reinforced concrete bundle shear wall in the sustainable development strategy, the research progress of prefabricated reinforced concrete bundle shear wall in terms of seismic performance through in-depth research on the test and simulation literature is summarized, and the shortcomings in seismic performance, structural optimization and connection methods in complex environments in the current research field are analyzed. The results show that the prefabricated reinforced concrete bundle shear wall shows significant advantages in bearing capacity and seismic performance, but it is necessary to focus on breaking through the problems of adaptability to complex environment, optimization of steel consumption and efficient node connection, so as to achieve a win-win situation between industrial construction and sustainable development goals. The results can provide reference for the green transformation and sustainable development of the construction industry.