Ring beam main reinforcement structure at top-down construction ring beam joint and manufacturing method
An upside-down method and ring beam technology, which is applied in the direction of building structure, structural elements, building components, etc., can solve the problems of the difficulty in positioning the ring beam main reinforcement and the steel pipe column, and the difficulty in closing and connecting the ring beam main reinforcement. It is difficult to close welding, improve the efficiency of positioning, and ensure the effect of construction quality
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Embodiment 1
[0027] Such as Figure 1 to Figure 3 As shown, the present embodiment provides a ring beam main reinforcement structure 100 at the ring beam node by the reverse construction method, including at least one layer of ring beam main reinforcement 10 . The main reinforcement 10 of each ring beam is processed from two semicircular steel bars. The two semicircular reinforcing bars are the first semicircular reinforcing bar 11 and the second semicircular reinforcing bar 12 . The diameters of the two semicircular bars are equal. That is, the diameters of the first semicircular reinforcing bar 11 and the second semicircular reinforcing bar 12 are equal. The perimeter of each semicircular steel bar is longer than half of the perimeter of the ring beam main bar 10 . That is, the perimeter lengths of the first semicircular steel bar 11 and the second semicircular steel bar 12 are both longer than half of the perimeter length of the ring beam main bar 10 . Two semicircular steel bars, t...
Embodiment 2
[0036] see Figure 1-Figure 3 , the present invention also provides a method for manufacturing the ring beam main reinforcement structure at the ring beam node of the reverse method, which is operated according to the following steps:
[0037] Process two two semicircular reinforcing bars, i.e. the first semicircular reinforcing bar 11 and the second semicircular reinforcing bar 12;
[0038] Put two semicircular steel bars in place from both sides of the steel pipe column, that is, put the first semicircular steel bar 11 and the second semicircular steel bar 12 in place from both sides of the steel pipe column;
[0039] Welding is carried out in the form of lap welding to form a closed ring beam main reinforcement 10, see image 3 , successively manufacture the ring beam main reinforcement 10 of each layer until the ring beam main reinforcement structure 100 is completed.
[0040] The method of the present invention solves the problem of difficult placement and closed weldin...
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