Building progressive collapse resisting reinforcing system and method with HPFL and steel plates combined
A building and steel plate technology, applied in building construction, construction, building maintenance, etc., can solve problems such as troublesome construction, long maintenance time, and difficulty in making full use of the strength of reinforcement materials.
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Embodiment 1
[0070] Such as figure 1 with image 3 As shown, the HPFL and steel plate combined building anti-continuous collapse reinforcement system of the present invention includes a plurality of anchor steel plates pasted on the surface of the column to be reinforced through a steel glue 15 to form a ring, and HPFL reinforcement provided on the surface of the beam 1 to be reinforced Layer 9, two adjacent anchoring steel plates are fixedly connected by connecting bolts 10, each of the anchoring steel plates is provided with an anti-rust coating 22 on the surface, and the HPFL reinforcement layer 9 includes tensioning placed on the beam to be reinforced 1 the surface of the stressed reinforcement network 16, the interface agent layer 19 arranged on the surface of the beam to be strengthened 1 and the stressed reinforcement network 16, and the high-performance mortar bonding layer 20 arranged on the surface of the interface agent layer 19, the stressed reinforcement network 16 is fixed on t...
Embodiment 2
[0077] Such as figure 2 As shown, the difference between this embodiment and embodiment 1 is that the column to be reinforced 2 is a side column 2-2, and the number of anchor steel plates is four, and they are respectively arranged symmetrically on the side column 2-2 without a beam. The third anchoring steel plate 5 and the first anchoring steel plate 3 on the side and the opposite surface, and two second anchoring steel plates 4 symmetrically arranged on the other two sides of the side pillar 2-2; Figure 5 with Image 6 As shown, the first anchor steel plate 3 includes a rectangular first bottom plate 3-1 and four first connecting ear plates 3-2 arranged on the upper sides of the four corners of the first bottom plate 3-1. The connecting ear plates 3-2 are all arranged parallel to the first bottom plate 3-1, and the four first connecting ear plates 3-2 are all provided with first threaded holes 3-5 for the connecting bolts 10 to pass through; A first thickening area 3-3 is p...
Embodiment 3
[0079] Such as Figure 4 As shown, the difference between this embodiment and embodiment 1 is that the column to be strengthened 2 is a corner column 2-3, and the number of anchor steel plates is four, and they are arranged symmetrically on the beamless side of the corner column 2-3 and The third anchoring steel plate 5 and the first anchoring steel plate 3 on the opposite side surface, and the fourth anchoring steel plate 6 and the second anchoring steel plate 6 and the second anchoring steel plate 6 and the second anchoring steel plate symmetrically arranged on the other beamless side of the corner post 2-3 and the opposite side surface Steel plate 4; such as Figure 5 with Image 6 As shown, the first anchor steel plate 3 includes a rectangular first bottom plate 3-1 and four first connecting ear plates 3-2 arranged on the upper sides of the four corners of the first bottom plate 3-1. The connecting ear plates 3-2 are all arranged parallel to the first bottom plate 3-1, and t...
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