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一种钢模壳混凝土组合结构体系
本申请涉及一种钢模壳混凝土组合结构体系,包括钢膜壳梁和剪力墙结构,剪力墙结构包括剪力墙和固定设置于剪力墙两侧的钢模壳柱,所述钢模壳梁用于固定连接相邻两剪力墙结构。本申请的钢模壳混凝土组合结构体系,将剪力墙和钢模壳柱固定组合成剪力墙结构,增大了钢模壳柱的总承重面,然后通过钢膜壳梁连接在各剪力墙结构之间形成建筑框架,大大提高了框架整体的结构强度、承重能力。
The invention relates to a steel formwork concrete composite structure system comprising steel formwork beams and shear wall structures. Each shear wall structure comprises a shear wall and steel formwork columns fixedly arranged on the two sides of the shear wall, and the steel formwork beams are used for fixedly connecting every two adjacent shear wall structures. According to the steel formworkconcrete composite structure system, the shear walls and the steel formwork columns are fixedly combined into the shear wall structures, the total bearing surface of the steel formwork columns is increased, then the steel formwork beams are connected between the shear wall structures to form a building frame, and the structural strength and the bearing capacity of the whole frame are greatly improved.
一种钢模壳混凝土组合结构体系
本申请涉及一种钢模壳混凝土组合结构体系,包括钢膜壳梁和剪力墙结构,剪力墙结构包括剪力墙和固定设置于剪力墙两侧的钢模壳柱,所述钢模壳梁用于固定连接相邻两剪力墙结构。本申请的钢模壳混凝土组合结构体系,将剪力墙和钢模壳柱固定组合成剪力墙结构,增大了钢模壳柱的总承重面,然后通过钢膜壳梁连接在各剪力墙结构之间形成建筑框架,大大提高了框架整体的结构强度、承重能力。
The invention relates to a steel formwork concrete composite structure system comprising steel formwork beams and shear wall structures. Each shear wall structure comprises a shear wall and steel formwork columns fixedly arranged on the two sides of the shear wall, and the steel formwork beams are used for fixedly connecting every two adjacent shear wall structures. According to the steel formworkconcrete composite structure system, the shear walls and the steel formwork columns are fixedly combined into the shear wall structures, the total bearing surface of the steel formwork columns is increased, then the steel formwork beams are connected between the shear wall structures to form a building frame, and the structural strength and the bearing capacity of the whole frame are greatly improved.