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Large-span fabricated beam and fabricated beam column structure
The invention relates to the field of building structures, and discloses a large-span fabricated beam and a fabricated beam column structure, and the fabricated beam column structure comprises the large-span fabricated beam. The large-span fabricated beam is used for being arranged at the top end of a column body and comprises a prefabricated beam body, the end of the prefabricated beam body is provided with an outwards-extending framework used for being connected with the end of the adjacent prefabricated beam body, and the end of the prefabricated beam body is provided with a groove allowing a cast-in-place concrete structure to be partially embedded. The cast-in-place concrete structure is used for being arranged at the top end of a column body and used for being connected with the top end of the column body, and the overhanging framework is wrapped in the cast-in-place concrete structure. And the first connecting structure is used for being connected with the prefabricated beam body and the column body. The prefabricated beam body of the large-span fabricated beam is prefabricated in a factory, and compared with overall cast-in-place of a large-span beam, the large-span fabricated beam is shorter in construction period and less in occupied human resources.
本发明涉及建筑结构领域,公开一种大跨度装配式梁及装配式梁柱结构,装配式梁柱结构包括大跨度装配式梁。大跨度装配式梁用于设置于柱体的顶端,包括:预制式梁体,预制式梁体的端部设置有用于与相邻的预制式梁体端部相连接的外伸骨架,预制式梁体的端部设置有用于供现浇式混凝土结构部分嵌入的凹槽,现浇式混凝土结构用于设置于柱体的顶端并用于与柱体顶端相连,外伸骨架包裹于现浇式混凝土结构内;第一连接结构,第一连接结构用于与预制式梁体以及柱体均相连。本发明提供的大跨度装配式梁的预制式梁体采用工厂预制,与大跨度梁整体现场浇筑相比,本发明提供的大跨度装配式梁施工周期更短,占用人力资源更少。
Large-span fabricated beam and fabricated beam column structure
The invention relates to the field of building structures, and discloses a large-span fabricated beam and a fabricated beam column structure, and the fabricated beam column structure comprises the large-span fabricated beam. The large-span fabricated beam is used for being arranged at the top end of a column body and comprises a prefabricated beam body, the end of the prefabricated beam body is provided with an outwards-extending framework used for being connected with the end of the adjacent prefabricated beam body, and the end of the prefabricated beam body is provided with a groove allowing a cast-in-place concrete structure to be partially embedded. The cast-in-place concrete structure is used for being arranged at the top end of a column body and used for being connected with the top end of the column body, and the overhanging framework is wrapped in the cast-in-place concrete structure. And the first connecting structure is used for being connected with the prefabricated beam body and the column body. The prefabricated beam body of the large-span fabricated beam is prefabricated in a factory, and compared with overall cast-in-place of a large-span beam, the large-span fabricated beam is shorter in construction period and less in occupied human resources.
本发明涉及建筑结构领域,公开一种大跨度装配式梁及装配式梁柱结构,装配式梁柱结构包括大跨度装配式梁。大跨度装配式梁用于设置于柱体的顶端,包括:预制式梁体,预制式梁体的端部设置有用于与相邻的预制式梁体端部相连接的外伸骨架,预制式梁体的端部设置有用于供现浇式混凝土结构部分嵌入的凹槽,现浇式混凝土结构用于设置于柱体的顶端并用于与柱体顶端相连,外伸骨架包裹于现浇式混凝土结构内;第一连接结构,第一连接结构用于与预制式梁体以及柱体均相连。本发明提供的大跨度装配式梁的预制式梁体采用工厂预制,与大跨度梁整体现场浇筑相比,本发明提供的大跨度装配式梁施工周期更短,占用人力资源更少。
Large-span fabricated beam and fabricated beam column structure
一种大跨度装配式梁及装配式梁柱结构
LI ZHI (author) / QIAN KAI (author) / WENG YUNHAO (author) / YU XIAOHUI (author) / ZHANG MIN (author) / HUANG WEIZHUO (author) / TAN JIANGUI (author) / LIN BAICHUAN (author)
2023-09-15
Patent
Electronic Resource
Chinese