Steel pipe coal gangue concrete beam column joint
A technology of coal gangue concrete and beam-column joints, which is applied in the directions of buildings and building structures, can solve problems such as blanks, and achieve the effects of low cost, reduced structure weight, and reduced concrete consumption.
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Embodiment 1
[0025] As shown in the figure, the steel bar piercing type joint adopts the upper and lower steel bars passing through the joint area directly as the longitudinal reinforcement of the concrete beam, that is, the upper reinforcing ring 3 and the lower reinforcing ring 4 . At the same time, a vertical ribbed plate 1 is welded on the outside of the steel pipe arm to transmit the shear force. The steel pipe wall is provided with a steel pipe wall opening 2. Due to the existence of the core-through member, the internal force of the beam end is effectively transmitted to the core concrete, thereby improving the overall rigidity and seismic performance of the structure. This node is the node of the steel pipe coal gangue concrete column and the coal gangue concrete beam.
Embodiment 2
[0027] As shown in the figure, the ring beam joint is an improvement of the steel plate reinforced ring joint. Its form is to set a reinforced concrete ring beam around the steel pipe to transmit the bending moment; a ring steel bar is pasted and welded on the outer surface of the steel pipe in the middle or bottom of the ring beam, That is, the shear ring 5 is used to transmit shear force. The joints do not have any core-through members, and the shear force at the beam end is transmitted indirectly to the core concrete through the pipe wall; the tensile force of the longitudinal reinforcement at the beam end is also indirectly transmitted. This node is the node of the steel pipe coal gangue concrete column and the coal gangue concrete beam.
Embodiment 3
[0029] As shown in the figure, the reinforced ring joint is to weld the upper and lower rings outside the steel pipe to transmit the bending moment at the beam end. The upper flange 6 and the lower flange 7 of the steel beam are directly welded to the upper and lower reinforcement rings. The web 8 is directly connected to the steel pipe wall to transmit the beam end shear force. This node is the node between the steel pipe coal gangue concrete column and the steel beam.
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