Frame beam-column anti-seismic reinforcing structure and construction method thereof
A technology for strengthening structures and frame beams, which is applied in the direction of earthquake resistance, building components, building structures, etc., can solve problems such as difficulty in controlling the overall effectiveness of reinforcement, high operating level requirements, and complicated construction techniques, and achieve good practical value and economic benefits , Convenience in construction, and the effect of improving the seismic performance
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specific Embodiment approach 1
[0018] Specific implementation mode one: as Figure 1~Figure 4 As shown, the present invention discloses a frame beam-column anti-seismic reinforcement structure, which includes a frame column 1 poured integrally, a floor 2 and four frame beams 3, and the four frame beams 3 are arranged around the frame column 1 in a cross shape. The floor slab 2 is set on four frame beams 3, and the frame beam-column anti-seismic strengthening structure also includes four beam end reinforcing channel steel plates 4 and four energy-dissipating reinforcements 5, and the frame column 1 is adjacent to the four frame beams The lower part of 3 is expanded with a variable cross-section reinforcement section 1-1. The four beam end reinforcement channel steel plates 4 are respectively matched and surrounded by the four frame beams 3 adjacent to the frame column 1. The two arms of each beam end reinforcement channel steel plate 4 The free ends are respectively vertically bent and provided with position...
specific Embodiment approach 2
[0019] Specific implementation mode two: as figure 1 , 4 As shown, this embodiment is a further description of Embodiment 1. The energy-dissipating reinforcing member 5 is an integrally formed mild steel member, and the central angle of the circle where the arc-shaped shear steel plate 5-1 is located is 90°.
specific Embodiment approach 3
[0020] Specific implementation mode three: as figure 1 , 4 As shown, this embodiment is a further description of Embodiment 1. The composite elastic block 6 is composed of alternately stacked rubber layers and steel sheets.
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