L-shaped concrete filled steel tube combined column
A technology of steel pipe concrete and composite columns, which is applied in the direction of columns, pillars, pier columns, etc., can solve the problems of weak concrete restraint capacity, complicated manufacturing and installation process, and weakened pipe wall integrity, so as to improve bearing capacity and seismic performance, simplify The effect of processing and manufacturing technology to reduce welding deformation
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0027] Such as figure 1 , figure 2 The L-shaped concrete-filled steel pipe composite column is welded by the first U-shaped tube and the second U-shaped tube placed vertically to form a steel tube with an L-shaped inner cavity, and concrete 13 is poured into the L-shaped cavity to form an L-shaped Steel tube concrete composite column. The first U-shaped tube includes tube wall A1, tube wall B2, tube wall C3, and tube wall D4, and the second U-shaped tube includes tube wall E5, tube wall F6, and tube wall G7. Such as image 3 , Figure 4 As shown, the first U-shaped tube and the second U-shaped tube are formed by cold-bending steel plates, or the first U-shaped tube and the second U-shaped tube are formed by cold-bending and then welding or directly welding steel plates.
[0028] The pipe wall A1 is welded with the pipe wall G7 to form the outer corner of the steel pipe and the weld seam 10 between the pipe wall A1 and the pipe wall G7, and the pipe wall E5 and the pipe wa...
Embodiment 2
[0032] This embodiment is further optimized on the basis of the above embodiments, in order to better realize the present invention, as figure 2 , 6 As shown, the following structure is specially arranged: the connecting member 8 is a plurality of angle steels arranged at vertical intervals, the angle steels are parallel to the pipe wall D and placed on the side close to the first U-shaped pipe, and one end of the angle steels is welded to the pipe wall D4 , the other end is welded to the pipe wall A1 to form the weld 11 between the connecting member and the pipe wall D4 and the weld 12 between the connecting member and the pipe wall A1 respectively, and the distance between the weld 12 between the connecting member and the pipe wall A1 is The length of the weld 10 between A1 and the pipe wall G7 is about 20mm.
Embodiment 3
[0034] This embodiment is further optimized on the basis of the above embodiments, in order to better realize the present invention, as figure 2 , 7 As shown, the following structure is specially arranged: the connecting member 8 is a steel bar extending vertically and continuously bent, the steel bar is parallel to the pipe wall D4 and placed on the side close to the first U-shaped pipe, and one end of the steel bar is welded to the pipe wall D4 , the other end is welded to the pipe wall A1 to form the weld 11 between the connecting member and the pipe wall D4 and the weld 12 between the connecting member and the pipe wall A1 respectively, and the distance between the weld 12 between the connecting member and the pipe wall A1 is The length of the weld 10 between A1 and the pipe wall G7 is about 20mm.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


