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Steel pipe column and unequal-height ultra-deep beam connecting structure and construction method
The steel pipe column and unequal-height ultra-deep beam connecting structure comprises a station main body ultra-deep steel beam, an ultra-large steel pipe column and a standard steel beam, and the station main body ultra-deep steel beam and the standard steel beam are located on the two sides of the ultra-large steel pipe column. The station main body ultra-deep steel beam comprises an upper flange plate, a middle web plate, a lower flange plate, a reinforced rib plate and an upper uniformly-distributed shear key, the ultra-large steel pipe column comprises a steel pipe column main body, an upper uniformly-distributed shear key, a steel pipe column transverse ring plate and a steel pipe column vertical reinforced rib plate, and the standard steel beam and the station main body ultra-deep steel beam are the same in structure. And the standard steel beam and the station main body ultra-deep steel beam are different in size. The construction method has the beneficial effects that integrated construction can be carried out by considering terrain distribution, surrounding building structures, underground existing metros and pipeline groups and designing metro station function planning.
本发明公开了一种钢管柱与不等高超深梁连接结构及施工方法，包括车站主体超深型钢梁、超大钢管柱和标准型钢梁，车站主体超深型钢梁和标准型钢梁位于超大钢管柱的两侧，车站主体超深型钢梁包括上翼缘板、中腹板、下翼缘板、加筋肋板和上布均匀剪力键，超大钢管柱包括钢管柱主体、上布均匀剪力键、钢管柱横向环板和钢管柱竖向加筋肋板，标准型钢梁与车站主体超深型钢梁结构相同，且标准型钢梁与车站主体超深型钢梁的尺寸不同。本发明的有益效果是：使得能够考虑地形分布、周边建构筑物、地下既有地铁及管线群以及设计地铁车站功能规划来进行一体化施工。
Steel pipe column and unequal-height ultra-deep beam connecting structure and construction method
The steel pipe column and unequal-height ultra-deep beam connecting structure comprises a station main body ultra-deep steel beam, an ultra-large steel pipe column and a standard steel beam, and the station main body ultra-deep steel beam and the standard steel beam are located on the two sides of the ultra-large steel pipe column. The station main body ultra-deep steel beam comprises an upper flange plate, a middle web plate, a lower flange plate, a reinforced rib plate and an upper uniformly-distributed shear key, the ultra-large steel pipe column comprises a steel pipe column main body, an upper uniformly-distributed shear key, a steel pipe column transverse ring plate and a steel pipe column vertical reinforced rib plate, and the standard steel beam and the station main body ultra-deep steel beam are the same in structure. And the standard steel beam and the station main body ultra-deep steel beam are different in size. The construction method has the beneficial effects that integrated construction can be carried out by considering terrain distribution, surrounding building structures, underground existing metros and pipeline groups and designing metro station function planning.
本发明公开了一种钢管柱与不等高超深梁连接结构及施工方法，包括车站主体超深型钢梁、超大钢管柱和标准型钢梁，车站主体超深型钢梁和标准型钢梁位于超大钢管柱的两侧，车站主体超深型钢梁包括上翼缘板、中腹板、下翼缘板、加筋肋板和上布均匀剪力键，超大钢管柱包括钢管柱主体、上布均匀剪力键、钢管柱横向环板和钢管柱竖向加筋肋板，标准型钢梁与车站主体超深型钢梁结构相同，且标准型钢梁与车站主体超深型钢梁的尺寸不同。本发明的有益效果是：使得能够考虑地形分布、周边建构筑物、地下既有地铁及管线群以及设计地铁车站功能规划来进行一体化施工。
Steel pipe column and unequal-height ultra-deep beam connecting structure and construction method
一种钢管柱与不等高超深梁连接结构及施工方法
YU KUNPENG (author) / ZHU BITANG (author) / ZHANG HAIXING (author) / HU YANGYANG (author) / DING JIALIANG (author) / WANG CHENGSHAN (author) / WEN HEYI (author) / JIANG YIHUI (author) / ZHANG JUNWEN (author) / CHEN KAI (author)
2024-09-27
Patent
Electronic Resource
Chinese
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