Steel pipe concrete column provided with force transmission component
A technology of concrete-filled steel pipe columns and concrete, which is applied in the direction of columns, pier columns, pillars, etc., can solve the problem that steel pipes and concrete are difficult to bear force together, and achieve the effect of improving the work coefficient
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Embodiment 1
[0030] Such as figure 1 , figure 2 with image 3 As shown, the steel pipe concrete column provided with force transmission components provided by the embodiment of the present invention has a steel pipe wall 1 as the outer wall, and concrete 2 is poured inside the steel pipe wall 1, including a distribution beam 3 fixedly connected to the steel pipe wall 1, and the distribution beam 3 runs through the The radial direction of the steel tube concrete column, and interspersed in the concrete 2. As a preferred solution, the cross section of the steel pipe concrete column is rectangular, and the distribution beam 3 is perpendicular to the steel pipe wall 1 on one side. Of course, the technical solution provided by the present invention is also applicable to other shapes of steel pipe concrete columns such as cylinders.
[0031] Because the distribution beam 3 penetrates the concrete 2 of the CFST column in the radial direction, the distribution beam 3 not only contacts the peri...
Embodiment 2
[0255] This embodiment is basically the same as Embodiment 1, except that in this embodiment, the distribution beams are divided into two directions perpendicular to each other, and the distribution beams in the two directions at each floor node are cross-connected. For large-section concrete-filled steel pipe columns, two or more distribution beams are required at a floor node, and the two types of distribution beams perpendicular to each other are welded together to form a cross, a well-shaped cross, and the like. Two distribution beams perpendicular to each other can be welded up and down, or one of them can be truncated, and then connected to the two sides of the other distribution beam and welded.
Embodiment 3
[0257] This embodiment is basically the same as Embodiment 1, the difference is that: in this embodiment, both ends of the distribution beam extend to the outside of the steel pipe wall. In this way, floor beams, outrigger trusses, belt trusses and other structures of the building can be connected with the extension ends of the distribution beams. The load can be transmitted to the concrete more directly, so that the wall of the steel pipe and the concrete inside the pipe work together, and basically conform to the deformation of the plane section, further improving the work coefficient of the concrete.
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Abstract
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