To create more persistent structures, there is the need to use new construction methods. One promising construction method, which turned out to be very resistant against environmental conditions, is the use of textile reinforced ultra-high performance concrete. The high durability of textile reinforced ultra-high performance concrete is mainly resulting from the stainless material of textile reinforcement and the dense structure of ultra-high performance concrete. In addition the combination of textile reinforcement and ultra-high performance concrete allows to design filigree construction elements. The first part of this thesis gives a review of textile reinforced concrete referring to the building industry and overviews the topic. This part covers topics like previous research activities, characteristics, production methods and technical application of textile concrete. In addition realized construction projects build with textile concrete are presented. Furthermore the single components of textile concrete are explained in more detail. Particular attention will be given to the productions process, the possible composition and the mechanical behavior of both materials. In addition the different types of textile reinforcement and ultra-high performance concrete will be discussed. Due to the novelty of the construction method, there exists no specific design approaches for textile reinforced ultra-high performance concrete. This thesis combines the different design approaches for textile reinforcement and ultra-high performance concrete given in the literature and creates a new design approach for textile reinforced ultra-high performance concrete. In addition, the thesis explains the mathematical implemenation via tabulator programm in the form of a dimensioning aid. To prove the mathematical accuracy of the dimensioning aid, comparative calculations via INCA are executed and evaluated.