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Drawing and inserting assembly type steel structure portal rigid frame and construction method
The invention relates to the technical field of building structures, in particular to a drawing and inserting assembly type steel structure portal rigid frame and a construction method. The portal rigid frame comprises rigid frame columns and rigid frame beams, and the two ends of each rigid frame beam are connected with the top ends of the rigid frame columns to form a portal structure. The rigid frame column and the rigid frame beam each comprise a standard knot and a connecting piece, the standard knots are of a hollow structure, the multiple standard knots are sequentially arranged in a nested mode in the length direction of the rigid frame column or the rigid frame beam, the ends of the adjacent standard knots are overlapped, and the connecting pieces penetrate through the overlapped positions of the adjacent standard knots and are locked. The cross sections of the standard knots are gradually enlarged from the middle to the two ends in the length direction of the rigid frame columns or the rigid frame beams. According to the portal rigid frame, the transportation convenience and the on-site assembling efficiency of the portal rigid frame are improved, and by optimizing the sectional dimensions of the components, materials are saved, meanwhile, large loads can be borne, and the stability of the structure is kept.
本发明涉及建筑结构技术领域,尤其涉及一种抽插组装式钢结构门式刚架及施工方法。门式刚架包括刚架柱和刚架梁,所述刚架梁的两端分别与所述刚架柱的顶端连接形成门式结构;所述刚架柱和刚架梁均包括标准节和连接件,所述标准节为中空结构,沿着刚架柱或刚架梁的长度方向,多个标准节依次嵌套布置,相邻标准节的端部重叠,所述连接件贯穿相邻标准节的重叠位置并锁紧,沿着刚架柱或刚架梁的长度方向从中部向两端,标准节的横截面逐渐变大。通过本发明提高了门式刚架的运输便利性和现场拼装效率,通过优化构件的截面尺寸,在节省材料的同时能够承受较大的荷载并保持结构的稳定性。
Drawing and inserting assembly type steel structure portal rigid frame and construction method
The invention relates to the technical field of building structures, in particular to a drawing and inserting assembly type steel structure portal rigid frame and a construction method. The portal rigid frame comprises rigid frame columns and rigid frame beams, and the two ends of each rigid frame beam are connected with the top ends of the rigid frame columns to form a portal structure. The rigid frame column and the rigid frame beam each comprise a standard knot and a connecting piece, the standard knots are of a hollow structure, the multiple standard knots are sequentially arranged in a nested mode in the length direction of the rigid frame column or the rigid frame beam, the ends of the adjacent standard knots are overlapped, and the connecting pieces penetrate through the overlapped positions of the adjacent standard knots and are locked. The cross sections of the standard knots are gradually enlarged from the middle to the two ends in the length direction of the rigid frame columns or the rigid frame beams. According to the portal rigid frame, the transportation convenience and the on-site assembling efficiency of the portal rigid frame are improved, and by optimizing the sectional dimensions of the components, materials are saved, meanwhile, large loads can be borne, and the stability of the structure is kept.
本发明涉及建筑结构技术领域,尤其涉及一种抽插组装式钢结构门式刚架及施工方法。门式刚架包括刚架柱和刚架梁,所述刚架梁的两端分别与所述刚架柱的顶端连接形成门式结构;所述刚架柱和刚架梁均包括标准节和连接件,所述标准节为中空结构,沿着刚架柱或刚架梁的长度方向,多个标准节依次嵌套布置,相邻标准节的端部重叠,所述连接件贯穿相邻标准节的重叠位置并锁紧,沿着刚架柱或刚架梁的长度方向从中部向两端,标准节的横截面逐渐变大。通过本发明提高了门式刚架的运输便利性和现场拼装效率,通过优化构件的截面尺寸,在节省材料的同时能够承受较大的荷载并保持结构的稳定性。
Drawing and inserting assembly type steel structure portal rigid frame and construction method
一种抽插组装式钢结构门式刚架及施工方法
XUE DONGHAI (author) / YANG WEIKE (author) / LYU SHIHUA (author) / CHU RUCHAN (author) / LIU QIANG (author) / WANG HAINING (author) / WANG CHAO (author) / JUNG YONG-WOO (author) / WANG ZHENYIN (author) / LU CHUAN (author)
2024-11-26
Patent
Electronic Resource
Chinese
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