Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention belongs to the technical field of concrete structures, and particularly relates to an anchoring method of a prefabricated wall and a cast-in-place structure and a fabricated enclosure. The anchoring method comprises the following steps that the prefabricated wall is hoisted, a plurality of longitudinally arranged metal threaded sleeves are arranged in the prefabricated wall, and theends of the metal threaded sleeves extend to the side of the prefabricated wall; metal lead screws with the number equal to that of the metal threaded sleeves are provided, and the metal lead screws are connected into the metal threaded sleeves; reinforcement frames are bound on the side, connected with the metal lead screws, of the prefabricated walls, and the second ends of the metal lead screwsare connected with the reinforcement frames; concrete is poured to the reinforcement frames, the cast-in-place structure connected with the prefabricated wall is formed on the side of the prefabricated wall, and the reinforcement frames are buried in the cast-in-place structure. According to the anchoring method, the mold production, manufacturing and transportation difficulty caused by reinforcement stretching out of the side of the prefabricated wall is reduced, and the interference problem caused by reinforcement throwing when the site prefabricated wall is mounted is avoided.
本发明属于混凝土结构技术领域，尤其涉及一种预制墙体与现浇结构的锚固方法及装配式围墙，锚固方法包括以下步骤：吊装预制墙体，预制墙体内设置有若干个纵向布置的金属螺纹套筒，各金属螺纹套筒的端部均延伸至预制墙体的侧部；提供与金属螺纹套筒相同数量的金属丝杆，并分别将各金属丝杆螺纹连接于各金属螺纹套筒内；于预制墙体连接有金属丝杆的侧部绑扎钢筋架，各金属丝杆的第二端均与钢筋架连接；于钢筋架上浇筑混凝土，在预制墙体的侧部形成与预制墙体连接的现浇结构，钢筋架均埋设于现浇结构内。本发明的锚固方法既降低了预制墙体的侧存在钢筋伸出导致模具、生产制作和运输难度，又避免现场预制墙体安装时出现甩筋所致的干涉难题。
The invention belongs to the technical field of concrete structures, and particularly relates to an anchoring method of a prefabricated wall and a cast-in-place structure and a fabricated enclosure. The anchoring method comprises the following steps that the prefabricated wall is hoisted, a plurality of longitudinally arranged metal threaded sleeves are arranged in the prefabricated wall, and theends of the metal threaded sleeves extend to the side of the prefabricated wall; metal lead screws with the number equal to that of the metal threaded sleeves are provided, and the metal lead screws are connected into the metal threaded sleeves; reinforcement frames are bound on the side, connected with the metal lead screws, of the prefabricated walls, and the second ends of the metal lead screwsare connected with the reinforcement frames; concrete is poured to the reinforcement frames, the cast-in-place structure connected with the prefabricated wall is formed on the side of the prefabricated wall, and the reinforcement frames are buried in the cast-in-place structure. According to the anchoring method, the mold production, manufacturing and transportation difficulty caused by reinforcement stretching out of the side of the prefabricated wall is reduced, and the interference problem caused by reinforcement throwing when the site prefabricated wall is mounted is avoided.
本发明属于混凝土结构技术领域，尤其涉及一种预制墙体与现浇结构的锚固方法及装配式围墙，锚固方法包括以下步骤：吊装预制墙体，预制墙体内设置有若干个纵向布置的金属螺纹套筒，各金属螺纹套筒的端部均延伸至预制墙体的侧部；提供与金属螺纹套筒相同数量的金属丝杆，并分别将各金属丝杆螺纹连接于各金属螺纹套筒内；于预制墙体连接有金属丝杆的侧部绑扎钢筋架，各金属丝杆的第二端均与钢筋架连接；于钢筋架上浇筑混凝土，在预制墙体的侧部形成与预制墙体连接的现浇结构，钢筋架均埋设于现浇结构内。本发明的锚固方法既降低了预制墙体的侧存在钢筋伸出导致模具、生产制作和运输难度，又避免现场预制墙体安装时出现甩筋所致的干涉难题。
Anchoring method of prefabricated wall and cast-in-place structure and fabricated enclosure
预制墙体与现浇结构的锚固方法及装配式围墙
MEI QIN'E (Autor:in)
01.09.2020
Patent
Elektronische Ressource
Chinesisch
Construction method for joint of fabricated prefabricated wall and cast-in-place structure
| Europäisches Patentamt | 2022
| Europäisches Patentamt | 2022
Fabricated type prefabricated light concrete outer wall enclosure plate
| Europäisches Patentamt | 2021
Novel cast-in-place wall enclosure structure and construction method thereof
| Europäisches Patentamt | 2022