Steel pipe concrete segment type coat node and its construction method
A technology for CFST and CFST columns is applied in the field of CFST segmented jacket joints and their construction, which can solve the problems of poor working performance, limited joint stiffness, unsatisfactory mechanical properties, etc., and achieve high joint stiffness and high bearing capacity. , The effect of processing is simple and convenient
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Embodiment 1
[0020] Such as figure 1 As shown, this concrete-filled steel pipe segmental jacket node includes a concrete-filled steel pipe column and a steel beam 7 connected to the column. The concrete-filled steel pipe column is formed by filling concrete into a steel pipe. The cross-section of the steel pipe is circular. The cross-sectional dimensions of the upper column steel pipe 1 and the lower column steel pipe 2 are equal to those of the lower column steel pipe 2, and the two steel pipes are connected together through the connecting sleeve 3, which is cylindrical, and the connecting sleeve 3 and the lower column steel pipe 2 are separated The outer upper part of the connecting sleeve 3 is installed with the upper reinforcing ring plate 4, the outer lower part of the connecting sleeve 3 is installed with the lower reinforcing ring plate 5, and the left and right sides of the reinforcing ring plate extend horizontally outward to form connecting ears, which are used for fixing with the...
Embodiment 2
[0024] Such as figure 2 As shown, this kind of concrete-filled steel pipe segmental jacket node includes a concrete-filled steel pipe column and a steel beam 7 connected to the column. The concrete-filled steel pipe column is formed by filling concrete into a steel pipe. The cross-section of the steel pipe is square. The steel pipe 2 of the lower column, the steel pipe 1 of the upper column and the steel pipe 2 of the lower column have the same cross-sectional size, and the two steel pipes are connected together through the connecting sleeve 3, which is also square, and it is separated from the steel pipe 2 of the lower column, and connected The outer upper part of the sleeve 3 is installed with the upper reinforcing ring plate 4, and the outer lower part of the connecting sleeve 3 is installed with the lower reinforcing ring plate 5. The reinforcing ring plate is also square. The left and right sides of the reinforcing ring plate extend horizontally outward to form connecting...
Embodiment 3
[0027] This kind of concrete-filled steel pipe segmental jacket node is in the form of variable cross-section, which includes a steel pipe concrete column and a steel beam 7 connected to the column. The steel pipe concrete column is formed by filling concrete into a steel pipe. Steel pipe 1 for the lower column and steel pipe 2 for the lower column. The column steel pipe 2 is split. The upper and lower ends of the connecting sleeve 3 have unequal cross-sectional dimensions. The upper part of the connecting sleeve 3 is thinner and the lower part is thicker. The lower reinforcement ring plate 5 is installed on the outer lower part, and the reinforcement ring plate is also rectangular. The left and right sides of the reinforcement ring plate extend horizontally outward to form connecting ears, and a vertical connection plate is installed between the upper reinforcement ring plate 4 and the lower reinforcement ring plate 5 6. The upper and lower ports of the transition section in...
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