Self-reset concrete frame for strengthening existing column by enlarging section and implementation method of self-reset concrete frame
A technology of increasing cross-section and self-reset, applied in building maintenance, building types, buildings, etc., can solve the problems of building use space impact, non-structural component damage, permanent residual deformation, etc., to reduce maintenance and repair costs, and prolong use. Longevity and the effect of reducing damage caused by earthquakes
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specific Embodiment approach 1
[0023] Specific implementation mode one: combine Figure 1 to Figure 8 In this embodiment, the self-resetting concrete frame with enlarged section and reinforced existing columns includes an existing frame 1, and the existing frame 1 includes existing frame columns 2, existing frame beams 3 and existing beam-column nodes 4, both The existing frame column 2 is fixed on the upper end of the reference plane 7 along the vertical direction, the existing frame beam 3 is arranged on the upper end of the existing frame column 2 along the horizontal direction, and the existing frame column 2 and the existing frame beam 3 pass through the existing beam The column nodes 4 are affixed, and the self-resetting concrete frame with enlarged cross-section and reinforced existing columns described in this embodiment also includes an expanded frame column 5, which is affixed to the side of the existing frame column 2, and the expanded frame column 5 and The existing frame column 2 forms a self-r...
specific Embodiment approach 2
[0027] Specific implementation mode two: combination Figure 7 Describe this embodiment, the lower end of the prestressed tendon 5-2 in this embodiment is anchored on the lower end of the expanded frame column 5 through the lower anchor 5-3 and is arranged below the interface between the expanded frame column 5 and the reference plane 7, the prestressed tendon The upper end of 5-2 is anchored on the upper end of the expanded frame column 5 through the upper anchor 5-4 and is arranged above the interface between the expanded frame column 5 and the existing frame beam 3 . The undisclosed technical features in this embodiment are the same as those in the first embodiment.
[0028] This design realizes the anchoring of the prestressed tendon 5-2.
specific Embodiment approach 3
[0029] Specific implementation mode three: combination Figure 1 to Figure 6 To illustrate this embodiment, a plurality of longitudinal ribs 5-6 are evenly distributed inside the expanded frame column 5 in this embodiment along the width direction, and each longitudinal rib 5-6 is arranged along the height direction. The undisclosed technical features in this embodiment are the same as those in the first or second specific embodiment.
[0030] Such a design increases the strength of the extended frame column 5 .
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