To overcome the difficulty of constructing open type hyperbolica tube concrete structures, a self-balanced "umbrella" force bearing system based on the analysis of the structure characteristics is applied by mainly tensioning the steel wire ropes symmetrically to fix the position of the shuttering of the tubes, and the new construction method with unbraced system for shuttering construction is proposed and applied. The construction process of a typical tube structure was simulated and analyzed using finite element method (FEM) . The optimal scheme was proposed based on the study and andanalysis of multiple schemes. These verified the feasibility of the open type tube construction and served as the theoretical basis for the successful tube construction. The practice demonstrated that the construction method is safe and reliable with good comprehensive benefits, which can provide reference experience for similar projects.