Assembly type steel reinforced concrete column-PVC-FRP pipe reinforced concrete beam connecting joint
One - PVC-FRP, PVC-FRP technology, applied in the field of prefabricated steel concrete column - PVC-FRP pipe reinforced concrete beam connection node, can solve the problem of blocking the stirrup in the node area, weakening the bearing capacity of the node, and affecting the force of the steel beam Transmission and other issues, to achieve the effect of increasing bearing capacity and ductility, improving bonding performance, and increasing the contact area
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Embodiment 1
[0034] like Figure 1-6 As shown in the figure, the present invention is a prefabricated steel concrete column-PVC-FRP pipe reinforced concrete beam connecting node, comprising a steel concrete column 1, a PVC-FRP pipe reinforced concrete beam 2, a node connector 3, an I-shaped steel 4, a steel bar The connector 5 and the high-strength bolt 6, the sectioned steel concrete column 1 includes the column section steel 11, the column longitudinal reinforcement 12 and the column stirrup 13;
[0035] The PVC-FRP pipe reinforced concrete beam 2 includes a PVC-FRP pipe 21, a beam longitudinal reinforcement 22 and a beam stirrup 23. The upper surface of the PVC-FRP pipe 21 is connected to the upper flange of the I-beam 4 through high-strength bolts 6, and the beam longitudinal reinforcement 22 It is connected with the node connector 3 through the steel bar connector 5 , and the I-shaped steel 4 and the bar connector 5 are welded to the outside of the node connector 3 .
[0036] A speci...
Embodiment 2
[0038] Among them, the section steel concrete column 1 is not provided with column stirrups 13 in the node area, and the column section steel 11 is provided with two rows of parallel and equally spaced bolt holes in the node area. Ribbed I-beam 32 and end plate 33, the hollow ribbed I-beam 32 is welded inside the hollow ribbed steel cage 31, the end plate 33 is welded to the end of the hollow ribbed I-beam 32, the end plate 33 and the column steel 11 The corresponding positions are provided with two rows of equally spaced bolt holes.
[0039] A specific application of this embodiment is: no stirrups are set in the node area of the sectioned steel concrete column, and the node connector is hooped on the outside of the column section steel in the node section. Equally spaced bolt holes are aligned and connected into a whole by high-strength bolts.
Embodiment 3
[0041] Among them, the column steel 11 and the node connector 3 are aligned and connected by high-strength bolts 6, the hollow ribbed steel cage 31 is hooped on the outside of the column steel 11, and the steel bar connector 5 includes a steel connecting head 51 and a steel connecting sleeve 52. The connecting head 51 is welded to the hollow ribbed steel cage 31 , the steel connecting sleeve 52 is internally provided with threads, one end is connected to the steel connecting head 51 , and the other end is connected to the beam longitudinal bar 22 , and the I-shaped steel 4 is welded to the hollow ribbed steel cage 31 . , the upper flange of the I-shaped steel 4 and the upper surface of the PVC-FRP pipe 21 are provided with two rows of equally spaced bolt holes, which are connected by high-strength bolts 6. The column steel 11, the column longitudinal bars 12, the node connectors 3, The I-beam 4, the steel bar connector 5, the beam longitudinal bar 22 and the beam stirrup 23 are...
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