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Prefabricated shear wall, prefabricated concrete beam and floor slab connecting joint and construction method
The invention relates to the technical field of fabricated buildings, and particularly discloses a prefabricated shear wall, a prefabricated concrete beam and floor slab connecting joint and a construction method. Comprising a first prefabricated shear wall, a second prefabricated shear wall, a prefabricated concrete beam and a prefabricated floor slab; prefabricated floor end steel plates are arranged on the side faces of the prefabricated floors. First beam prefabricated end steel plates are arranged on the end faces of the two sides of the prefabricated concrete beam, and the first beam prefabricated end steel plates are connected with the prefabricated floor slab end steel plates in a welded mode. A first shear wall vertical end steel plate is arranged on the end face of the first prefabricated shear wall; the first shear wall vertical end steel plate is connected with the second beam prefabricated end steel plate in a welded mode. A second shear wall end steel plate of the second prefabricated shear wall is connected with the first shear wall vertical end steel plate and the second beam prefabricated end steel plate in a welded mode. Through the arrangement, the connection part has better stability; the integrity and the anti-seismic property of the structure are guaranteed, meanwhile, the construction link is simplified, and the construction efficiency is improved.
本发明涉及装配式建筑技术领域,具体公开一种预制剪力墙、预制混凝土梁与楼板连接节点及施工方法。包括:第一预制剪力墙、第二预制剪力墙、预制混凝土梁及预制楼板;预制楼板侧面设置有预制楼板端头钢板;预制混凝土梁两侧端面设置有第一梁预制端头钢板第一梁预制端头钢板与预制楼板端头钢板焊接连接;第一预制剪力墙端面设置第一剪力墙竖向端头钢板;所述第一剪力墙竖向端头钢板与第二梁预制端头钢板焊接连接;第二预制剪力墙的第二剪力墙端头钢板与第一剪力墙竖向端头钢板及第二梁预制端头钢板焊接连接;通过该设置连接处具有更好的稳定性;保证结构的整体性和抗震性能,同时简化了施工环节提升了施工效率。
Prefabricated shear wall, prefabricated concrete beam and floor slab connecting joint and construction method
The invention relates to the technical field of fabricated buildings, and particularly discloses a prefabricated shear wall, a prefabricated concrete beam and floor slab connecting joint and a construction method. Comprising a first prefabricated shear wall, a second prefabricated shear wall, a prefabricated concrete beam and a prefabricated floor slab; prefabricated floor end steel plates are arranged on the side faces of the prefabricated floors. First beam prefabricated end steel plates are arranged on the end faces of the two sides of the prefabricated concrete beam, and the first beam prefabricated end steel plates are connected with the prefabricated floor slab end steel plates in a welded mode. A first shear wall vertical end steel plate is arranged on the end face of the first prefabricated shear wall; the first shear wall vertical end steel plate is connected with the second beam prefabricated end steel plate in a welded mode. A second shear wall end steel plate of the second prefabricated shear wall is connected with the first shear wall vertical end steel plate and the second beam prefabricated end steel plate in a welded mode. Through the arrangement, the connection part has better stability; the integrity and the anti-seismic property of the structure are guaranteed, meanwhile, the construction link is simplified, and the construction efficiency is improved.
本发明涉及装配式建筑技术领域,具体公开一种预制剪力墙、预制混凝土梁与楼板连接节点及施工方法。包括:第一预制剪力墙、第二预制剪力墙、预制混凝土梁及预制楼板;预制楼板侧面设置有预制楼板端头钢板;预制混凝土梁两侧端面设置有第一梁预制端头钢板第一梁预制端头钢板与预制楼板端头钢板焊接连接;第一预制剪力墙端面设置第一剪力墙竖向端头钢板;所述第一剪力墙竖向端头钢板与第二梁预制端头钢板焊接连接;第二预制剪力墙的第二剪力墙端头钢板与第一剪力墙竖向端头钢板及第二梁预制端头钢板焊接连接;通过该设置连接处具有更好的稳定性;保证结构的整体性和抗震性能,同时简化了施工环节提升了施工效率。
Prefabricated shear wall, prefabricated concrete beam and floor slab connecting joint and construction method
预制剪力墙、预制混凝土梁与楼板连接节点及施工方法
YUAN ZHIJUN (author) / LI HONGQUAN (author) / HU LIHUA (author)
2023-04-18
Patent
Electronic Resource
Chinese
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