Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ribbed steel column and beam column connecting structure and construction method for fabricated concrete canopy
The invention relates to a ribbed steel column and beam column connecting structure and method for an assembly type concrete canopy, and belongs to the technical field of assembly type structures. Comprising a prefabricated beam and a prefabricated column, and the prefabricated beam and the prefabricated column are connected together through a hollow steel column; the hollow steel column is arranged at the bottom of the precast beam, a plurality of anchored beam steel bars are welded to the top of the hollow steel column, and the anchored beam steel bars extend into and are poured into the precast beam and are welded together with steel bars in the precast beam; a cavity is formed in the top of the prefabricated column, the size of the cavity is matched with that of the hollow steel column, and the hollow steel column is in butt joint and inserted into the cavity; multiple groups of steel bar heads are fixed on the outer wall of the hollow steel column through electric welding to form protruding ribs. The problems that in the prior art, an assembly type concrete canopy is unstable in connection, complex in construction, high in cost and the like can be effectively solved.
本发明涉及用于装配式混凝土雨棚的带肋钢柱梁柱连接结构及工法，属于装配式结构技术领域。包括预制梁和预制柱，预制梁和预制柱之间通过空心钢柱连接在一起；空心钢柱设置在预制梁的底部，空心钢柱顶部焊接有多根锚入梁钢筋，锚入梁钢筋伸入与浇筑在预制梁内，并与预制梁内的钢筋焊接在一起；预制柱顶部设置有空腔，所述空腔与空心钢柱尺寸相匹配，且空心钢柱对接并插入所述空腔内；空心钢柱外壁电焊固定有多组钢筋头，形成突出的肋。本发明能有效解决现有技术中装配式混凝土雨棚连接不稳定、施工复杂、成本较高等问题。
Ribbed steel column and beam column connecting structure and construction method for fabricated concrete canopy
The invention relates to a ribbed steel column and beam column connecting structure and method for an assembly type concrete canopy, and belongs to the technical field of assembly type structures. Comprising a prefabricated beam and a prefabricated column, and the prefabricated beam and the prefabricated column are connected together through a hollow steel column; the hollow steel column is arranged at the bottom of the precast beam, a plurality of anchored beam steel bars are welded to the top of the hollow steel column, and the anchored beam steel bars extend into and are poured into the precast beam and are welded together with steel bars in the precast beam; a cavity is formed in the top of the prefabricated column, the size of the cavity is matched with that of the hollow steel column, and the hollow steel column is in butt joint and inserted into the cavity; multiple groups of steel bar heads are fixed on the outer wall of the hollow steel column through electric welding to form protruding ribs. The problems that in the prior art, an assembly type concrete canopy is unstable in connection, complex in construction, high in cost and the like can be effectively solved.
本发明涉及用于装配式混凝土雨棚的带肋钢柱梁柱连接结构及工法，属于装配式结构技术领域。包括预制梁和预制柱，预制梁和预制柱之间通过空心钢柱连接在一起；空心钢柱设置在预制梁的底部，空心钢柱顶部焊接有多根锚入梁钢筋，锚入梁钢筋伸入与浇筑在预制梁内，并与预制梁内的钢筋焊接在一起；预制柱顶部设置有空腔，所述空腔与空心钢柱尺寸相匹配，且空心钢柱对接并插入所述空腔内；空心钢柱外壁电焊固定有多组钢筋头，形成突出的肋。本发明能有效解决现有技术中装配式混凝土雨棚连接不稳定、施工复杂、成本较高等问题。
Ribbed steel column and beam column connecting structure and construction method for fabricated concrete canopy
用于装配式混凝土雨棚的带肋钢柱梁柱连接结构及工法
WEN KAI (Autor:in) / LIU PENG (Autor:in) / ZHOU DAXING (Autor:in) / CHEN YUEPING (Autor:in)
15.11.2024
Patent
Elektronische Ressource
Chinesisch
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