Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated concrete beam-column joint and construction method thereof
The invention discloses a fabricated concrete beam-column joint and a construction method thereof. The fabricated concrete beam-column joint comprises connecting profile steel, wherein the connecting profile steel is connected with the outer side face of a prefabricated column, and a profile steel flange (40) of the connecting profile steel is connected with a longitudinal rib (70) of a concrete beam; an upper flange of the middle area of the connecting profile steel is sunken towards the interior of the connecting profile steel, and a lower flange of the middle area of the connecting profile steel is sunken towards the interior of the connecting profile steel; and the rear section part of the connecting profile steel is connected with the concrete beam, and the rear section part of the connecting profile steel is a profile steel section, located on the side, away from the prefabricated column, of the middle area of the connecting profile steel. According to the fabricated concrete beam-column joint, the anti-seismic effect is improved.
本发明公开了一种装配式混凝土梁柱节点及其施工方法，装配式混凝土梁柱节点，接型钢，所述连接型钢与所述预制柱的外侧面连接，所述连接型钢的型钢翼缘(40)与所述混凝土梁的纵筋(70)连接；所述连接型钢的中间区域的上翼缘向所述连接型钢的内部凹陷，所述连接型钢的中间区域的下翼缘向所述连接型钢的内部凹陷；所述连接型钢的后段部分与所述混凝土梁连接，所述连接型钢的后段部分为所述连接型钢位于其中间区域远离所述预制柱的一侧的型钢段。本发明提供的装配式混凝土梁柱节点，提高了抗震效果。
Fabricated concrete beam-column joint and construction method thereof
The invention discloses a fabricated concrete beam-column joint and a construction method thereof. The fabricated concrete beam-column joint comprises connecting profile steel, wherein the connecting profile steel is connected with the outer side face of a prefabricated column, and a profile steel flange (40) of the connecting profile steel is connected with a longitudinal rib (70) of a concrete beam; an upper flange of the middle area of the connecting profile steel is sunken towards the interior of the connecting profile steel, and a lower flange of the middle area of the connecting profile steel is sunken towards the interior of the connecting profile steel; and the rear section part of the connecting profile steel is connected with the concrete beam, and the rear section part of the connecting profile steel is a profile steel section, located on the side, away from the prefabricated column, of the middle area of the connecting profile steel. According to the fabricated concrete beam-column joint, the anti-seismic effect is improved.
本发明公开了一种装配式混凝土梁柱节点及其施工方法，装配式混凝土梁柱节点，接型钢，所述连接型钢与所述预制柱的外侧面连接，所述连接型钢的型钢翼缘(40)与所述混凝土梁的纵筋(70)连接；所述连接型钢的中间区域的上翼缘向所述连接型钢的内部凹陷，所述连接型钢的中间区域的下翼缘向所述连接型钢的内部凹陷；所述连接型钢的后段部分与所述混凝土梁连接，所述连接型钢的后段部分为所述连接型钢位于其中间区域远离所述预制柱的一侧的型钢段。本发明提供的装配式混凝土梁柱节点，提高了抗震效果。
Fabricated concrete beam-column joint and construction method thereof
装配式混凝土梁柱节点及其施工方法
CHEN YUN (Autor:in) / ZHANG QIJUN (Autor:in)
14.09.2021
Patent
Elektronische Ressource
Chinesisch
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