A High Assembly Rate Concrete Steel Tube Frame Structure System and Connection Method
A steel pipe concrete and frame structure technology, applied in truss structures, building structures, joists, etc., can solve the problems of large installation workload and low assembly efficiency, and achieve the goals of preventing potential safety hazards, improving efficiency, and optimizing the construction environment Effect
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Embodiment 1
[0055] A high-assembly-rate concrete-filled steel tube frame structure system according to the present invention includes concrete columns 1 composed of steel pipes and concrete, composite beams 2 composed of semi-open steel boxes and concrete, concrete slabs 3, and column-to-column flange connection nodes , beam-column joints, post-cast concrete on site, where:
[0056] The lower part of the side wall of the concrete column 1 is penetrated with a reinforced steel sleeve 6, and the wall thickness of the reinforced steel sleeve 6 is greater than that of the concrete column 1 and protrudes 300-500mm from the floor; the lower part of the side wall of the concrete column 1 and the side of the reinforced steel sleeve 6 The walls are provided with a through hole 7 and a through hole 8; the through hole 7 and the through hole 8 respectively run through the column inner anchor bar 9 and the first tie anchor bolt 10; the concrete column 1 and the reinforced steel sleeve 6 first pass thr...
Embodiment 2
[0062] A connection method for a high assembly rate concrete-filled steel tube frame structure system, the specific steps are as follows:
[0063] Step 1. Fix the reinforced steel sleeve 6
[0064] The reinforced steel sleeve 6 is penetrated through the lower part of the concrete column 1, the bottom of the reinforced steel sleeve 6 is 10-20mm higher than the bottom of the concrete column 1, and the through hole 7 and the through hole 8 are opened, and the anchor bar (9) and the second A tie anchor bolt 10 runs through the through hole 7 and the through hole 8 respectively, and the two ends of the anchor bar 9 in the column are folded into a 90° hook with a special tool, and the required concrete column 1 is subjected to this treatment in turn, Leave a concrete column 1 not pierced with anchor bar 9 in the column for subsequent use;
[0065] Step 2. Connect the flange
[0066] The upper flange 4 and the lower flange 5 are respectively welded to the upper and lower ends of th...
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