Yang Zhigang, Li Xiaoxia. THE DESIGN AND CONSTRUCTION OF THE LARGE SPAN CANTILEVER BEAM OF POST- INSTALLED FASTENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 157-160. doi: 10.13204/j.gyjz2011205030
Citation:
Yang Zhigang, Li Xiaoxia. THE DESIGN AND CONSTRUCTION OF THE LARGE SPAN CANTILEVER BEAM OF POST- INSTALLED FASTENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 157-160. doi: 10.13204/j.gyjz2011205030
Yang Zhigang, Li Xiaoxia. THE DESIGN AND CONSTRUCTION OF THE LARGE SPAN CANTILEVER BEAM OF POST- INSTALLED FASTENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 157-160. doi: 10.13204/j.gyjz2011205030
Citation:
Yang Zhigang, Li Xiaoxia. THE DESIGN AND CONSTRUCTION OF THE LARGE SPAN CANTILEVER BEAM OF POST- INSTALLED FASTENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 157-160. doi: 10.13204/j.gyjz2011205030
Because of the change in building functions of a public building of Rizao City,a large span cantilever beam(1. 8 m) of post-installed fastenings needs to be casted,and other horizontal components'bearing capacity is insufficient due to loads increasing by the new beam.The method of the design and the main points of construction are introducted.The paper emphasizes the application of the double insurance in the design.The project completion and acceptance shows that,the two-insurance design and construction model in the large-span cantilevered beam has a good application prospect.
[5] ACI Committee 440. ACI440. 2R-08. Guide for Thedesign and Construction of Externally Bonded FRP Sys-Tems for Strengthening Concrete Structures [S].USA: American Concrete Institute,2008.