Prestressed assembled frame joint structure and its construction method
A node structure, prefabricated technology, applied in the direction of building structure, construction, etc., can solve the problems of the reserved pipe holes cannot correspond, the beams and columns cannot be squeezed together, and the beams and columns are poorly positioned, so as to improve the connection. capacity and seismic capacity, the effect of improving seismic capacity and improving overall performance
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Embodiment 1
[0034] Embodiment 1: as Figure 1-5 As shown, a prestressed assembled frame node structure includes a prefabricated reinforced concrete column 1 and a prefabricated reinforced concrete beam 2. The prefabricated reinforced concrete column 1 and the prefabricated reinforced concrete beam 2 are effectively connected by unbonded prestressed bars, Both ends of the reinforced concrete beam 2 are pre-embedded with I-beams 4, and the upper flange 401 and the lower flange 403 of the I-beam 4 are respectively provided with two tunnels 404. Corresponding two end faces are provided with steel plates 501, and the steel plates 501 are provided with channels 504 corresponding to the channels 404 on the I-beam 4, prefabricated reinforced concrete columns 1 are provided with prestressed tendon reserved pipes, prefabricated reinforced concrete beams 2 is provided with a prestressed tendon reserved pipe 3, the reserved pipe 3 in the beam, the hole 404 on the I-beam end of the beam, the reserved ...
Embodiment 2
[0035] Embodiment 2: The difference with Embodiment 1 is: as Figure 6-7 As shown, a tunnel 505 is also provided in the steel plate 502 supporting the prefabricated reinforced concrete column 1, which is used as a tunnel for prestressing tendons and penetrates through the tunnel 504 of the steel plate 501 . The purpose of this is twofold: one is to improve the prestressed tendons embedded in the I-beam in the column, so that the axial compressive strength of the column can be enhanced without using spiral tendons in the column; the other is to further facilitate the prestressed tendons installation.
Embodiment 3
[0036] Embodiment 3: as Figure 8 As shown, on the basis of Embodiment 1 or 2, the I-beam 4 in the prefabricated reinforced concrete beam 2 is provided with shear studs 406, so as to increase the bond strength between the I-beam 4 and concrete, and the number of studs It is determined according to the ultimate strength of the bond between the beam and the concrete.
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