Constructional column structure for improving top pouring quality and construction method
A structural column and quality technology, applied in building structure, building components, buildings, etc., can solve the problems of structural column concrete pouring not dense, affecting the construction quality of structural columns, and cumbersome post-planting reinforcement construction, etc., to prevent vibrating concrete Dead angle, improvement of pouring quality and earthquake resistance, effect of improving earthquake resistance
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Embodiment 1
[0029] Such as Figure 1 to Figure 3 As shown, a structural column structure to improve the pouring quality of the top, including concrete beam 1, masonry 2 and column reinforcement cage, both sides of the bottom of the concrete beam 1 are provided with slope structures, which is conducive to the vibration of the structural column during pouring The use of the device ensures the overall connection strength between the structural column and the concrete beam 1, and eliminates the quality problems of the post-filling materials in the existing pouring method. The concrete beam 1 is pre-embedded with the connecting rib 3 connected to the column cage, and the connecting rib 3 is connected to the column cage as a whole to ensure the vertical state of the column cage during masonry construction and prevent the column cage from appearing during pouring Offset or irregularity of the masonry connection surface makes it unevenly stressed after pouring and affects the construction quality...
Embodiment 2
[0037] A practical method for constructing a column structure that improves the pouring quality of the top, comprising the following steps,
[0038] S1. Use the fixing sleeve 45 and the locking piece 46 to temporarily fix multiple reinforcement modules 4 to the column bars 5. After completion, connect the two ends of the column bars 5 to the pre-embedded connecting bars 3 in the upper and lower concrete beams 1 respectively to form a vertical structure. In the straight state, use the fixing sleeve 45 and the locking piece 46 to adjust a plurality of reinforcement modules 4 to be respectively fixed at the positions of the design height, and use stirrups to be set on the outside of the column bar 5 and the connecting part 42 at equal intervals and connected to the column bar 5 Fixed;
[0039] S2. Stack the wall to the lower surface of the concrete beam 1, reserve the horse-toothed structure and the slope surface of the horse-toothed structure at the reinforcement module 4, and e...
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