Nowadays, cantilever hanging basket construction has beenwidely applied in the construction of large-span bridges, but the installationand removal of templates have always been a challenge in hanging basketconstruction. This article takes a prestressed concrete low tower cable-stayedbridge as an example to attempt to develop and design a new type of hangingbasket system that can achieve spatial lifting. Finite element software is used toestablish the overall model of the hanging basket and conduct finite elementanalysis. The overall stress and deformation status of the hanging basket under5 working conditions are analyzed. The results show that the developed hangingbasket system can not only adapt to different segments to achieve cantileverpouring construction of large-span cable-stayed bridges, but also achieveefficient template installation and disassembly, with high adaptability, safetyperformance, and practical performance.