Hybrid connection joint between rectangular steel tube concrete column and h-shaped steel beam bolted and welded
A technology of concrete columns and rectangular steel pipes, which is applied in the direction of architecture and building construction, can solve problems affecting the appearance and home decoration, steel layering or brittle failure, and affecting concrete pouring in the pipe, so as to avoid adverse effects and achieve high prefabrication rate , the effect of saving manpower
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Embodiment 1
[0034] see Figure 1 ~ Figure 3 , the through partition d is located below the lower flange, and the through partition d is connected to the lower flange by high-strength bolts f.
[0035] The construction method of this embodiment:
[0036] 1) Process the inner partition c and the through partition d according to the size of the rectangular concrete-filled steel tube column. On the premise of meeting the structural requirements, the through partition is provided with arc chamfering so that the wider middle body part of the through partition is narrower. The overhanging section transitions, the overhanging section is as wide as the lower flange, and the radius of the arc chamfer is not less than 25mm.
[0037] 2) Bolt holes are reserved on the through partition d, the diameter of which is slightly larger than the diameter of the high-strength bolt f, and the number of reserved holes is calculated by the bending moment borne by the beam flange;
[0038] 3) Weld the inner part...
Embodiment 2
[0043] see Figure 4 ~ Figure 6 , the lower flange is opposite to the through partition d, and the lower flange is welded to the through partition d.
[0044] The construction method of this embodiment:
[0045] 1) Process the inner partition c and the through partition d according to the size of the rectangular concrete-filled steel tube column. On the premise of meeting the structural requirements, the through partition is provided with arc chamfering so that the wider middle body part of the through partition is narrower. The overhanging section transitions, the overhanging section is as wide as the lower flange, and the radius of the arc chamfer is not less than 25mm.
[0046] 2) Bolt holes are reserved on the through partition d, the diameter of which is slightly larger than the diameter of the high-strength bolt f, and the number of reserved holes is calculated by the bending moment borne by the beam flange;
[0047] 3) Weld the inner partition c into the upper steel p...
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