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一种带肋模构造的预制混凝土装配式结构及其施工方法
本发明公开了一种带肋模构造的预制混凝土装配式结构及其施工方法,所述带肋模构造的预制混凝土装配式结构包括至少一个结构单元,所述结构单元包括:第一预制混凝土叠合梁、第二预制混凝土叠合梁、全预制混凝土板和2组剪力墙组合结构,每一组剪力墙组合结构包括彼此连接第一预制剪力墙和第二预制剪力墙,第一组剪力墙组合结构、第一预制混凝土叠合梁、第二组剪力墙组合结构和第二预制混凝土叠合梁顺次围成具有上部剪力墙的结构,所述全预制混凝土板设置于所述上部剪力墙上。该带肋模构造的预制混凝土装配式结构旨在解决现有预制装配式结构中需要制作浇筑模板、拆除模板、现场湿作业量大、施工操作不便的技术问题。
The invention discloses a prefabricated concrete fabricated structure with rib die structures and a construction method of the prefabricated concrete fabricated structure. The prefabricated concrete fabricated structure with the rib die structures comprises at least one structural unit. Each structural unit comprises a first prefabricated concrete superposed beam, a second prefabricated concrete superposed beam, a full prefabricated concrete slab and two sets of shear wall composite structures. Each set of shear wall composite structure comprises a first prefabricated shear wall and a second prefabricated shear wall which are connected with each other. The first set of shear wall composite structure, the first prefabricated concrete superposed beam, the second set of shear wall composite structure and the second prefabricated concrete superposed beam of each structural unit are sequentially encircled to form a structure with an upper shear wall, and the full prefabricated concrete slabs are arranged on the upper shear walls. The prefabricated concrete fabricated structure with the rib die structures aims to solve the technical problems that in an existing prefabricated fabricated structure, a pouring formwork needs to be manufactured, the formwork needs to be dismounted, the field wet operation amount is large, and construction operation is inconvenient.
一种带肋模构造的预制混凝土装配式结构及其施工方法
本发明公开了一种带肋模构造的预制混凝土装配式结构及其施工方法,所述带肋模构造的预制混凝土装配式结构包括至少一个结构单元,所述结构单元包括:第一预制混凝土叠合梁、第二预制混凝土叠合梁、全预制混凝土板和2组剪力墙组合结构,每一组剪力墙组合结构包括彼此连接第一预制剪力墙和第二预制剪力墙,第一组剪力墙组合结构、第一预制混凝土叠合梁、第二组剪力墙组合结构和第二预制混凝土叠合梁顺次围成具有上部剪力墙的结构,所述全预制混凝土板设置于所述上部剪力墙上。该带肋模构造的预制混凝土装配式结构旨在解决现有预制装配式结构中需要制作浇筑模板、拆除模板、现场湿作业量大、施工操作不便的技术问题。
The invention discloses a prefabricated concrete fabricated structure with rib die structures and a construction method of the prefabricated concrete fabricated structure. The prefabricated concrete fabricated structure with the rib die structures comprises at least one structural unit. Each structural unit comprises a first prefabricated concrete superposed beam, a second prefabricated concrete superposed beam, a full prefabricated concrete slab and two sets of shear wall composite structures. Each set of shear wall composite structure comprises a first prefabricated shear wall and a second prefabricated shear wall which are connected with each other. The first set of shear wall composite structure, the first prefabricated concrete superposed beam, the second set of shear wall composite structure and the second prefabricated concrete superposed beam of each structural unit are sequentially encircled to form a structure with an upper shear wall, and the full prefabricated concrete slabs are arranged on the upper shear walls. The prefabricated concrete fabricated structure with the rib die structures aims to solve the technical problems that in an existing prefabricated fabricated structure, a pouring formwork needs to be manufactured, the formwork needs to be dismounted, the field wet operation amount is large, and construction operation is inconvenient.