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Beam-column joint structure of fabricated steel rib connecting frame structure and construction method of beam-column joint structure
The invention discloses a beam-column joint structure of an assembly type steel rib connecting frame structure and a construction method thereof, the beam-column joint structure comprises a prefabricated concrete column, the other end of a steel rib pipe embedded in the end of the prefabricated concrete column extends to the outer side of the end, a connecting steel rib is arranged in a through hole of a steel pipe column at the upper end of the prefabricated concrete column in a penetrating mode, and a supporting plate is arranged in the steel rib pipe; the outer edge of the supporting plate is supported on the inner wall of the steel pipe column, one end of the connecting steel rib is connected to the supporting plate, and the lower portion of one end of the connecting steel rib is embedded in the prefabricated concrete column; one end of a connecting steel rib embedded in the end part of the precast concrete beam is connected to a steel bar structure of the precast concrete beam, and the other end of the connecting steel rib is connected to the other end of the connecting steel rib; and the cast-in-place concrete is poured on the top of the prefabricated concrete beam and wraps the connecting steel ribs, the connecting steel ribs and the steel rib pipes. The problem that the connection quality is difficult to control due to the fact that the beam-column joints of the fabricated concrete frame structure are connected through existing sleeve grouting is solved.
本发明公开了一种装配式钢骨连接框架结构的梁柱节点构造及其施工方法,包括:预制混凝土柱,其端部埋设的钢骨管的另一端伸至端部的外侧,预制混凝土柱的上端的钢管柱的穿孔中穿设有联结钢骨,钢骨管的内部设有支撑板,支撑板的外缘支撑于钢管柱的内壁,联结钢骨的一端连接于支撑板,联结钢骨的一端的下部埋设于预制混凝土柱中;预制混凝土梁,其端部埋设的连接钢骨的一端连接于预制混凝土梁的钢筋结构,连接钢骨的另一端连接于联结钢骨的另一端;现浇混凝土,浇筑于预制混凝土梁的顶部且包覆于连接钢骨、联结钢骨和钢骨管。本发明解决了装配式混凝土框架结构的梁柱节点采用现有的套筒灌浆连接,其连接质量难以把控的问题。
Beam-column joint structure of fabricated steel rib connecting frame structure and construction method of beam-column joint structure
The invention discloses a beam-column joint structure of an assembly type steel rib connecting frame structure and a construction method thereof, the beam-column joint structure comprises a prefabricated concrete column, the other end of a steel rib pipe embedded in the end of the prefabricated concrete column extends to the outer side of the end, a connecting steel rib is arranged in a through hole of a steel pipe column at the upper end of the prefabricated concrete column in a penetrating mode, and a supporting plate is arranged in the steel rib pipe; the outer edge of the supporting plate is supported on the inner wall of the steel pipe column, one end of the connecting steel rib is connected to the supporting plate, and the lower portion of one end of the connecting steel rib is embedded in the prefabricated concrete column; one end of a connecting steel rib embedded in the end part of the precast concrete beam is connected to a steel bar structure of the precast concrete beam, and the other end of the connecting steel rib is connected to the other end of the connecting steel rib; and the cast-in-place concrete is poured on the top of the prefabricated concrete beam and wraps the connecting steel ribs, the connecting steel ribs and the steel rib pipes. The problem that the connection quality is difficult to control due to the fact that the beam-column joints of the fabricated concrete frame structure are connected through existing sleeve grouting is solved.
本发明公开了一种装配式钢骨连接框架结构的梁柱节点构造及其施工方法,包括:预制混凝土柱,其端部埋设的钢骨管的另一端伸至端部的外侧,预制混凝土柱的上端的钢管柱的穿孔中穿设有联结钢骨,钢骨管的内部设有支撑板,支撑板的外缘支撑于钢管柱的内壁,联结钢骨的一端连接于支撑板,联结钢骨的一端的下部埋设于预制混凝土柱中;预制混凝土梁,其端部埋设的连接钢骨的一端连接于预制混凝土梁的钢筋结构,连接钢骨的另一端连接于联结钢骨的另一端;现浇混凝土,浇筑于预制混凝土梁的顶部且包覆于连接钢骨、联结钢骨和钢骨管。本发明解决了装配式混凝土框架结构的梁柱节点采用现有的套筒灌浆连接,其连接质量难以把控的问题。
Beam-column joint structure of fabricated steel rib connecting frame structure and construction method of beam-column joint structure
装配式钢骨连接框架结构的梁柱节点构造及其施工方法
ZHANG LIANGLAN (author) / ZHANG YUELOU (author) / RUAN XIAOGUANG (author) / LIU XIANG (author) / SHI WENJING (author) / PENG CHENGBO (author) / MA XIAOFEI (author) / ZHONG DONGPING (author) / CHOI YOUNG-CHUL (author)
2024-08-20
Patent
Electronic Resource
Chinese
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