High-ductility FRP beam column joint connected through sleeve
A technology of casing connection and beam-column joint, which is applied to building components, earthquake resistance, building types, etc., can solve the problems of beam-column joints having no ductility and energy dissipation capacity, and the frame structure losing bearing capacity, so as to improve the ductility and deformation capacity. and energy dissipation capacity, shear and tensile capacity improvement, and the effect of reducing section size
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[0032] see Figure 1-3 , a high-ductility FRP beam-column joint connected by casing, including FRP column 1, FRP beam 2, end plate 3, casing 4, penetration bolt 5, high-strength friction bolt 6 and epoxy resin glue 7, FRP The column 1 is a square hollow FRP column, the FRP beam 2 is a square hollow FRP beam, a pair of end plates 3 are provided, and the pair of end plates 3 are respectively connected to the left and right sides of the FRP column 1, and the left and right sides of the FRP column 1 are connected to a Both end plates 3 are provided with four pairs of first conventional bolt circular holes 8, four pairs of penetrating bolts 5 are provided, and the four pairs of penetrating bolts 5 are respectively threaded between the four pairs of first conventional bolt circular holes 8, and the end plates The plate 3 is connected with the FRP column 1 through the penetration bolt 5, and the connection is firm;
[0033] The sleeve 4 is welded on the right end of the end plate 3 ...
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