Profiled steel and steel pipe concrete profiled pile and method for making same
A technology of steel pipe concrete and special-shaped columns, which is applied in the direction of columns, pier columns, pillars, etc., can solve the problems of changing the seismic performance of special-shaped columns, low bearing capacity and ductility, and low limit value of axial compression ratio, so as to facilitate construction and improve bearing capacity Force and ductility, effect of reducing section size
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Embodiment 1
[0025] In this embodiment, the cross section of the steel-steel concrete special-shaped column is a combination of a circle and a rectangle, that is, a table tennis racket-shaped cross section as shown in FIG. 1 . The steel pipe 2 adopts a combination of a circular and a rectangular steel pipe, and a section steel 1 is arranged inside the steel pipe 2. The section steel 1 of the circular section part is composed of two I-shaped section steels intersecting at the center of the circle, and the arrangement is in a cross shape. The section steel web 4 on the extension line of the symmetry axis is extended to the end of the rectangular section away from the circular section, and at the same time the flange 5 is welded in the direction perpendicular to the web 4 at this end, when the long side of the rectangular section is greater than or equal to When the length of the short side is twice as long, a steel strip 7 parallel to the flange 5 is welded on the steel web in the rectangular...
Embodiment 2
[0032] The cross section of the steel-steel concrete special-shaped column in Example 2 is a combination of a circle and two rectangles, that is, the cross section shown in FIG. 2 . The steel pipe 2 is combined with one circular and two rectangular steel pipes, and the rest are the same as in the first embodiment.
[0033] The production method is basically the same as in Example 1, except that in the third step, two vertical slits are cut on the steel pipe wall of the circular steel pipe along the column length, and the distance between the two slits on the circular steel pipe is a quarter of a circle. arc.
Embodiment 3
[0035] The cross section of the shaped steel-concrete filled steel tubular column is a cross section as shown in Figure 3.
[0036] The steel pipe 2 is combined with two rectangular steel pipes, and the steel pipe 1 is arranged inside the steel pipe 2, which is formed by the cross combination of two rectangular steel pipes. Through welding, the section steel 1 is continuous and integral in the entire special-shaped column. All the other are with embodiment 2.
[0037] The production method is basically the same as in Example 1, except that in the third step, two vertical slits are cut on the steel pipe wall of a rectangular steel pipe along the length direction of the column, and these two vertical slits are located on the plane of the symmetrical axis of the short direction of the rectangular steel pipe. , and then set it with the section steel 1, and then weld the rectangular steel pipe gap with the section steel web 4; cut the other rectangular steel pipe into two parts al...
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