Prestressed full-dry type connection assembly type concrete frame beam-column joint
A technology of beam-column joints and prefabricated concrete, which is applied in the direction of architecture and building construction, can solve the problems of high cost of energy-consuming devices and inconvenient construction, etc., achieve strong energy-dissipating capacity, reduce the reinforcement ratio of stirrups, reduce stretching effect
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Embodiment 1
[0045] A prestressed full-handed connection assembled concrete frame beam column node, such as Figure 1 ~ 5 As shown, including prefabricated concrete columns 1, prefabricated concrete beams 2, prestressed ribs 3, plus axis 4, gap 5, and energy consumption 6.
[0046] The pre-concrete column 1 and the preform beam 2 thereof are passed through the pre-stress hole 7 provided in the inner interior of the three, forming a full drying connecting beam node. The prefabricated concrete beam 2 is perfused between the high-strength mortar 9 between the prefabricated concrete beam 2 and the prefabricated concrete column 1. The pre-concrete beam 2 is longitudinally run through a plurality of conventional steel bars 6, and the energy consuming ordinary steel bib 6 does not directly anchor in the beam end by bending form. Prefabricated concrete beam 2 is provided with a plus 4 in the end edge of the prefabricated concrete column 1, the plus 4 length is 0.8 to 1.2 times the prefabricated concret...
Embodiment 2
[0048] A prestressed full-handed connection assembled concrete frame beam column node, such as Figure 6 ~ 10 As shown, including prefabricated concrete columns 1, prefabricated concrete beams 2, prestressed thumbers 3, plus 4, and energy consumption ordinary steel bars 6.
[0049] The pre-concrete column 1 and the preform beam 2 thereof are passed through the pre-stress hole 7 provided in the inner interior of the three, forming a full drying connecting beam node. The prefabricated concrete beam 2 is perfused between the high-strength mortar 9 between the prefabricated concrete beam 2 and the prefabricated concrete column 1. The pre-concrete beam 2 is longitudinally run through a plurality of conventional steel bars 6, and the energy consuming ordinary steel bib 6 does not directly anchor in the beam end by bending form. The prefabricated concrete beam 2 is provided with a plus 4, and the plus 4 length is 0.8 to 1.2 times the prefabricated concrete beam 2 beam. The pre-stretcular ...
Embodiment 3
[0051] A prestressed full-handed connection assembled concrete frame beam column node, such as Figures 11-15 As shown, including prefabricated concrete column 1, prefabricated concrete beam 2, prestressed rib 3, gap 5, and energy consumption ordinary steel 6.
[0052] The pre-concrete column 1 and the preform beam 2 thereof are passed through the pre-stress hole 7 provided in the inner interior of the three, forming a full drying connecting beam node. The prefabricated concrete beam 2 is perfused between the high-strength mortar 9 between the prefabricated concrete beam 2 and the prefabricated concrete column 1. The pre-concrete beam 2 is longitudinally run through a plurality of conventional steel bars 6, and the energy consuming ordinary steel bib 6 does not directly anchor in the beam end by bending form. Prefabricated concrete beam 2 top surface top surface 5, the distance of the gap 5 to the prefabricated concrete beam 2 beam is 0.8 to 1.2 times the preform of the prefabricat...
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